0403_AnsonLF_SiteSuitPh5_20210910

September 10, 2021
Donna Wilson
Engineering Project Manager, Solid Waste Section
Division of Waste Management
North Carolina Department of Environmental Quality
Dear Donna:
Subject: Response to Comments
Anson County Landfill
Expansion
CEC Project 165-276
C&D LF Facility Plan
a s
Civil & Environmental Consultants, Inc.
ELECTRONIC SUBMITTAL
donna.wilson&ncdenr. -gov
(Permit No. 0403-MSWLF-2010) Phase 5
Comment #1 - Characterization map. Fig. 1 - The floodplain is hard to follow; please add light
shading/dots, not tight lines. Fig. 3 - label the yellow area.
Floodplain has been hatched around landfill facility for easier visibility. Yellow area has been
labeled on Figure 3.
Comment #2 - Location Restrictions:
a. Wetlands - for the application text, also include a summary description of the
wetlands determination and permitting, and describe compliance with rule .1622
(3).
b. Fault areas, seismic impact, and unstable areas - The application text should
describe compliance with the .1622 rules. Include maps and diagrams, as
applicable. For guidance -
https://archive.epa.gov/epawaste/nonhaz/municipal/web/html/index-9.html (go to
Subpart B),
hgps://pubs.er.usgs.gov/publication/mf9l6; and
htlps://www.0a.gov/landfills/municipal-solid-waste-landfills.
c. State Nature & Historic Preserves - The State Nature & Historic Preserves refers to
a specific list of identified historic/nature sites in North Carolina. Sites on the list
include historic sites such as the Alamance Battlefield, and nature areas, including
3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.com

Anson County Landfill Phase 5 Site Study NCDEQ Comments
CEC Project 165-276
September 10, 2021
NC State parks, nature preserves, and recreation areas. The statute and list can be
found at this link —
https://www.ncleg_gov/EnactedLe gislation/Statutes/PDFByArticle/Chapter_ 143/
Article_25B.pdf.
The application text should address compliance with this rule, and provide
communication from the Natural Heritage Program for this requirement.
d. Water Supply Watersheds - The application text should discuss compliance with
Rule .1622 (9). Provide the surface water classifications for the water bodies
receiving discharge from the facility.
https:Hdeq.nc. gov/about/divisions/water-resources/planning/classification-
standards/classifications
e. Endangered Species - The application text should discuss compliance with Rule
.1622 (10), and refer to the report in the appendix.
2 (a). Wetlands information has been added to Sections 4.2 of the site study report.
2 (b). Fault areas, seismic impact, and unstable area information has been added to Sections 4.3,
4.4, and 4.5 of the site study report.
2 (c). State Nature and Historic Preserve information has been added to Sections 4.6 of the site
study report.
2 (d). Water supply watersheds information has been added to Sections 4.7 of the site study report.
2 (e). Endangered and Threatened Species information has been added to Section 4.8 of the site
study report.
Comment #3 — Section 7 - Traffic Study- The application text should also state that the state
requirement, in accordance with NCGS 130A-295.5 (a) and (b), for the traffic study has been met,
or is in compliance.
NCDOT correspondence and compliance with NCGS 130A-295.5 (a) and (b) information has been
updated in Section 7 of the site study report.
Comment #4 — Facility Plan:
a. The tons per day and franchise approval should be updated, two sections.
b. Rule reference .1619 (E)(1) should be changed to .1626 (1) and (9).
Civil & Environmental Consultancs, Int.

Anson County Landfill Phase 5 Site Study NCDEQ Comments
CEC Project 165-276
September 10, 2021
a. Tons per day has been updated from 3, 000 tons per day to 6, 000 tons per day. Franchise
approval has been updated to the recent March 2018 approval.
b. All rule references have been changed from .1619 €(1) to .1626 (1) & (9).
Comment #5 — EA report - Discussion of wetland impacts and endangered species, and
attachments, and references to figures, should be updated regarding the more recent
correspondence and permitting.
The EA report has been updated to include most recent information regarding wetlands impacts,
endangered species and updated permitting information. See update EA report for updated
information.
Comment #6 - EJ report - Since the last permit action, there has been EJ report guidance issued
by our Department. The EJ report for this application will need to meet the new guidance, at this
link hlt2s:Hdeg.nc.gov/about/divisions/waste-management/solid-waste-section
(environmental justice link in News). Both Sarah Rice and I will be reviewing this part of the
application.
The EJ report has been updated per the issued DEQ guidance.
Please let us know if you need any additional information in support of this review.
Sincerely,
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
Nathan Bivins, P.E. Todd Whittle
Project Manager Principal
Attachments
Civil & Environmental Consuliancs, Int.

SITE STUDY APPLICATION
ANSON COUNTY LANDFILL PHASE 5
ANSON COUNTY, NORTH CAROLINA
Prepared For:
CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.,
A WHOLLY OWNED SUBSIDIARY OF WASTE CONNECTIONS, INC.
Prepared By:
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
CHARLOTTE, NC
CEC Project 165-276
NOVEMBER 2020
REVISED SEPTEMBER 2021
September 10, 2021
Nathan Bivins, P.E.
Project Manager
North Carolina Board of Examiners
for Engineers and Surveyors
License No. C-3035
6J , �/? &41
Todd Whittle
Principal
/MIFIM AV
JW
M M /
Civil & Environmental Consultants, Inc.
3?QI Arco Carpavaie drive, 5urce 4-00 1 Chadatia. MC 28273 1 p- 9au-237-0373 is 9911-337-9372 1 www_:e411nC.E0nJ

TABLE OF CONTENTS
Page
1.0 INTRODUCTION..............................................................................................................I
1.1 Project Description.................................................................................................. 1
1.2 Compliance with State and County Solid Waste Management Plans .................... 1
1.3 Purpose and Scope.................................................................................................. 2
2.0 REGIONAL CHARACTERIZATION STUDY 15a NCAC 13B .1618C(1) ................3
2.1 Topography and Features(.1618(c)(1)(A))............................................................. 3
2.2 Proposed Landfill Facility Location (.1618(c)(1)(B))............................................ 4
2.3 Public Water Supply Wells, Surface Water Intakes, and Service Areas
(.1618(c)(1)(C))...................................................................................................... 4
2.4 Residential Subdivisions(.1618(c)(1)(D)).............................................................. 5
2.5 Waste Transportation Routes (.1618(c)(1)(E))....................................................... 5
2.6 Public Use Airports and Runways (.1618(c)(1)(F))............................................... 6
3.0 LOCAL CHARACTERIZATION STUDY 15a NCAC 13B.1618C(2)........................7
3.1 Disposal Site (.1618(c)(2)(A))................................................................................ 7
3.2 Existing Land Use and Zoning (.1618(c)(2)(B)).................................................... 7
3.3 Location of Private Residences and Schools (.1618(c)(2)(C)) ............................... 7
3.4 Location of Commercial and Industrial Buildings (.1618(c)(2)(D)) ...................... 8
3.5 Location of Potable Wells(.1618(c)(2)(E))............................................................ 8
3.6 Historic Site(.1618(c)(2)(F)).................................................................................. 8
3.7 Existing Topography Features(.1618(c)(2)(G))..................................................... 8
3.8 Site Hydrogeologic Report (.1618(c)(3))................................................................ 9
4.0 LOCATION RESTRICTIONS(.1618(c)(4)).................................................................10
4.1 Compliance with Rule .1622 (2)(a) - FloodPlains................................................ 10
4.2 Compliance with Rule .1622 (3)(a)(iii) - Wetlands .............................................. 10
4.3 Compliance with Rule .1622 (4)(a) - Fault Areas ................................................ 11
4.4 Compliance with Rule .1622 (5)(a) - Seismic Impact Zones ............................... 11
4.5 Compliance with Rule .1622 (6)(a) - Unstable Areas .......................................... 11
4.6 Compliance with Rule .1622 (8) - state nature and historic preserve .................. 12
4.7 Compliance with Rule .1622 (9) - water supply watersheds ................................ 12
4.8 Compliance with Rule .1622 (10) - Endangered and THREATENED
Species.................................................................................................................. 13
5.0 GOVERNMENT APPROVALS.....................................................................................14
6.0 PROPOSED FACILITY PLAN.....................................................................................15
6' 1 Purpose and Scope................................................................................................ 15
6.1.1 Introduction and Facility Information........................................................15
6.2 Waste Stream -15A NCAC RULE .1626 (1) &(9)............................................... 15
6.2.1 Types of Wastes.........................................................................................15
6.2.2 Disposal Rates............................................................................................17
6.2.3 Service Area...............................................................................................17
Civil & Environmental Consultants, Inc. -i- Site Study Application- Anson County Landfill Phase 5
November 2020

6.2.4 Waste Segregation.....................................................................................17
6.2.4.1 Types of Waste........................................................................18
6.2.4.2 Weighing and Control of Waste Volumes...............................20
6.2.4.3 Inspection.................................................................................20
6.2.4.4 Equipment and Staffing...........................................................21
6.3 Containment And Environmental Controls - 15A NCAC RULE .1619(E)
(3).......................................................................................................................... 21
6.3.1 Leachate Migration....................................................................................21
6.3.2 Landfill Gas Management..........................................................................21
6.3.3 Soil Resources............................................................................................22
7.0 TRAFFIC STUDY...........................................................................................................23
8.0 ENVIRONMENTAL IMPACT STUDY.......................................................................24
APPENDICES
Appendix A — Figures and Characterization Study Exhibits
Figure 1 — Vicinity Map
Figure 2 — USGS Topography Map
Figure 3 — Wetlands Map
Exhibit 1 — Regional Characterization Map
Exhibit 2 — Local Characterization Map
Appendix B
— Engineering Drawings
Appendix C
— Design Hydrogeologic Investigation Report
Appendix D
— Jurisdictional Delineation Report
Appendix E
— Cultural Resources Report
Appendix F
— Protected Species Assessment Report
Appendix G
— Government Approvals
Appendix H
— NCDOT Certification on Highway Traffic
Appendix I —
Environmental Impact Study
Appendix J —
Other Related Documents
Civil & Environmental Consultants, Inc. -ii- Site Study Application— Anson County Landfill Phase 5
November 2020

1.0 INTRODUCTION
1.1 PROJECT DESCRIPTION
Civil & Environmental Consultants, Inc. (CEC) is submitting this Site Study Application for Phase
5 of the Anson County Landfill (Landfill) on behalf of Chambers Development of North Carolina,
Inc., a wholly owned subsidiary of Waste Connections, Inc. (WCN) to the North Carolina
Department of Environment Quality (NCDEQ).
1.2 COMPLIANCE WITH STATE AND COUNTY SOLID WASTE MANAGEMENT
PLANS
This report demonstrates compliance with the rules and regulations 15A NCAC 13B .1618 Site
Study for MSWLF Facilities set forth by the NCDEQ. The findings and conclusions of this report
are supported by technical studies which are included as Appendices in this report.
'
Report
15A NCAC 13B. 1618 (a)- Purpose
Section 1.3
15A NCAC 13B .1618 (b)- Scope
Section 1.3
15A NCAC 13B. 1618 (c)(1)- Regional
Section 2.0
Characterization Study
Exhibit I
15A NCAC 13B. 1618 (c)(2)- Local
Section 3.0
Characterization Study
Exhibit 2
15A NCAC 13B. 1618 (c)(3)- Site Hydrogeologic
Appendix C
Report
15A NCAC 13B .1618 (c)(4)- Location Restrictions
Section 4.0
15A NCAC 13B. 1618 (c)(5)- Local government
Section 5.0
approvals
15A NCAC 13B. 1618 (c)(6)- Proposed Facility
Section 6.0
Plan
Civil & Environmental Consultants, Inc. -1- Anson Landfill Phase 5 Site Study
November 2020

1.3 PURPOSE AND SCOPE
This site study is to demonstrate that the portion of land, within the landfill property, chosen for
Phase 5 is suitable. The proposed expansion will be built adjacent to (the west of) the existing
landfill. The said portion of land is currently mostly wooded and an existing stream originates
from this area as shown on Figure 1 (Vicinity Map).
Using field survey, desktop review, and previously approved site study for this property, this
report will show that the proposed expansion area will not impact public health and welfare and
the environment. The author of this report is a qualified environmental professional and has
sealed and signed this report.
Civil & Environmental Consultants, Inc. -2- Anson Landfill Phase 5 Site Study
November 2020

2.0 REGIONAL CHARACTERIZATION STUDY 15A NCAC 13B .1618C(1)
The regional characterization study area includes the landfill facility and a two mile perimeter
measured from the proposed boundary of the landfill facility. A regional map is presented as
Exhibit 1 in Appendix A.
2.1 TOPOGRAPHY AND FEATURES (.1618(C)(1)(A))
The general vicinity and topography of Anson County Landfill (Landfill) is shown on Figure 2
(USGS Topography Map). The figure shows that the existing landfill is situated on a ridge that
is bounded on the west by Brown Creek and on the east by Pinch Gut Creek. The CSX Railroad
bounds the property to the immediate south and US Highway 74 further south.
Features within two (2) miles of the property are shown on Exhibit 1 in Appendix A. Within this
buffer, the surrounding area is rural and primarily wooded. The Town of Polkton is located
within this buffer to the west. A portion of the Town of Wadesboro is also located within this
buffer to the east. Residential, commercial, and industrial properties are scattered throughout the
remaining 2-mile buffer area.
The topographic features of the site and the immediate adjacent areas as shown in Figure 2 depict
series of rolling hills that reach the heights of almost 350 feet above sea level. The lowest
elevation is 250 feet above sea level before water drains to Brown Creek and Pinch Gut Creek.
For a complete discussion of site topography and surface drainage, the reader is referred to the
Design Hydrogeologic Investigation Report, prepared by Civil & Environmental Consultants,
Inc. (dated March 2018). A copy of this report (excluding appendices) is presented in Appendix
C.
Civil & Environmental Consultants, Inc. -3- Anson Landfill Phase 5 Site Study
November 2020

2.2 PROPOSED LANDFILL FACILITY LOCATION (.1618(C)(1)(B))
The Landfill is situated in the south-central portion of Anson County, North Carolina, north of
US Highway 74. Entrance is at the southern end of the landfill on Dozer Drive, which is
accessible from US Highway 74. The Landfill is currently comprised of four phases with a
combined area of approximately 133 acres. The proposed expansion, Phase 5, will add
approximately 66.90 acres over an area that is presently hilly and wooded southwest of the
existing phases.
The existing Landfill has been developed incrementally in phases. Within each phase, smaller
cells were developed where the timing of construction were dictated by the owner and waste
capacity. Phases 1 and 2 were permitted to construct in 2000 and 2008, respectively. Both are
currently operational. Phases 3 and 4 were permitted to construct in 2018. Cell 2 of Phase 3,
adjacent to Phase 4 (see Engineering Drawing C100 in Appendix B), is most recently
constructed and is actively accepting waste. This site study is part of the permit to construct the
proposed Phase 5 portion of the Landfill. Phasing and timing of Phase 5 construction will be
established as has previously been upheld.
Engineering drawings, provided in Appendix B, show the proposed design and progression of
the landfill including the expansion area. The drawings depict floor grades, leachate
conveyance, waste and final cover grades, erosion and sedimentation control measures, and
stormwater management system. The projected life of Phase 5 is approximately 11.61 years
based on the anticipated average incoming waste rate of 3,000 tons per day.
2.3 PUBLIC WATER SUPPLY WELLS, SURFACE WATER INTAKES, AND
SERVICE AREAS (.1618(C)(1)(C))
Based on the Preliminary Siting Criteria map prepared by GZA Environmental in 1992 for the
initial permitting and the GIS data from Anson County website*, public water supply wells,
waterlines and fire hydrants are shown within two (2) miles of the property. They are
Civil & Environmental Consultants, Inc.
-4-
Anson Landfill Phase 5 Site Study
November 2020

represented as blue dots, black dashed lines, and red open circles, respectively, on Exhibit 1 in
Appendix A. *(http://www.co.anson.nc.us/252/GIS-Data-Downloads)
The nearest water supply wells are located within the Landfill property. Other water supply
wells near the landfill are located outside of the landfill property lines, a minimum 1200 feet
distance.
2A RESIDENTIAL SUBDIVISIONS (.1618(C)(1)(D))
Residential subdivisions are identified within 2 miles of the property but are scattered within the
two mile buffer. Tighter clusters of residences are located within the Town of Polkton and
Wadesboro closer to the outermost limit of the 2-mile buffer.
2.5 WASTE TRANSPORTATION ROUTES (.1618(C)(1)(E))
Waste materials are transported to the site using trucks and other suitable waste transport
vehicles. Access to the site is directly from US Highway 74. The site access road is
approximately 2,500 feet in length from the intersection of US Highway 74 to the scale area.
This provides staging distance for waste transport vehicles arriving simultaneously. Waste loads
contained in open top containers are inspected prior to reaching the scale area. If hazardous or
other unacceptable waste is detected or observed, the load will be rejected and directed to leave
the site without being allowed to deposit the waste material.
Waste vehicles transporting acceptable waste will be weighed and allowed to pass the scales.
The recycling building, tire processing area, yard waste composting area, and sanitary landfill are
accessible from the main road, beyond the scale area. Vehicles will be directed to the
appropriate waste processing area by site personnel and informational signs.
After waste transport vehicles deposit their loads, they will exit the site using the main access road. All
vehicles must pass by the scale area and be logged out. If necessary, vehicles can pass through a tire -
Civil & Environmental Consultants, Inc. -5- Anson Landfill Phase 5 Site Study
November 2020

wash area to remove mud or dirt prior to reaching US Highway 74. Any mud that reaches the public road
will be promptly removed.
2.6 PUBLIC USE AIRPORTS AND RUNWAYS (.1618(C)(1)(F))
The nearest airport to the Anson County Landfill Solid Waste Management Facility is the Anson
County Airport which is located approximately 4 miles northeast of the site. The proposed
expansion will not affect public use of airport and runway as it is beyond the 10,000 foot setback
requirements for turbine powered aircraft and 5,000 foot setback for the piston powered type
aircraft.
Civil & Environmental Consultants, Inc. -6- Anson Landfill Phase 5 Site Study
November 2020

3.0 LOCAL CHARACTERIZATION STUDY 15A NCAC 13B .1618C(2)
Local characterization study includes the landfill facility and a 2,000 feet perimeter from
property boundary of the landfill facility. Exhibit 2 in Appendix A presents the 2,000-ft
perimeter and an aerial photo as background.
3.1 DISPOSAL SITE (.1618(C)(2)(A))
The limit of waste within the property is shown on Exhibit 2 (Local Characterization Map). It
shows the 2,000 foot perimeter as measured from the property boundary as well as the aerial
photo which was taken from NCONE Map aerial imagery data, dated 2019. There are no on -site
easements identified at the time of study.
3.2 EXISTING LAND USE AND ZONING (.1618(C)(2)(B))
Land use and zoning of the site and surrounding area of the Landfill have not been zoned in local
zoning classification systems (Anson County GIS). The original permit included a letter from
the Anson County Board of Commissioners stating this fact and is included in this report in
Appendix J. However, since the original permit was approved in 2000, the site has been
developed as a sanitary landfill. A portion of the site and areas located along US Highway 74
are zoned for light industry, commercial and residential purposes (Anson County GIS). Zoning
areas, residences, commercial buildings, utilities, roads, wells, and water courses are shown on
Exhibits 1 and 2.
3.3 LOCATION OF PRIVATE RESIDENCES AND SCHOOLS (.1618(C)(2)(C))
Private residences are located within 2,000 feet of the perimeter offset. They are represented as
green dots on Exhibits 1 and 2.
Local schools are not located within the 2,000 feet perimeter offset. They are represented as red
diamonds on Exhibit 1.
Civil & Environmental Consultants, Inc. -7- Anson Landfill Phase 5 Site Study
November 2020

The expansion is designed to be, at minimum, 500 feet away from all residences and occupied
buildings as required by Rule .1624 (b)(3)(B).
3A LOCATION OF COMMERCIAL AND INDUSTRIAL BUILDINGS
(.1618(C)(2)(D))
There are no commercial or industrial buildings located within the 2,000 feet perimeter offset.
Commercial buildings are shown, as pink dots, outside of this buffer on Exhibit 1.
The expansion is designed to be, at minimum, 500 feet away from all residences and occupied
buildings as required by Rule .1624 (b)(3)(B) which applies for this condition as well.
3.5 LOCATION OF POTABLE WELLS (.1618(C)(2)(E))
Locations of potable wells are shown on Exhibits 1 and 2 (blue dots). Historical locations were
taken from a preliminary siting criteria map prepared by Riley, Park, Hayden & Associates, Inc.
for Chambers Development of North Carolina, Inc. in January 1992. The map is presented in
this report as a reference in Appendix J.
16 HISTORIC SITE (.1618(C)(2)(F))
A Cultural Resources report is presented in Appendix E. It describes the history of
investigations at the site and provides an updated assessment of the sites in the proposed project
area.
3.7 EXISTING TOPOGRAPHY FEATURES (.1618(C)(2)(G))
Existing topography of the Landfill is partially developed into the now operational Phases 1, 2,
and 3. Surface water runoff from these developed areas are collected by temporary diversion
ditches and perimeter channels that flow to existing basins before draining to surface water
Civil & Environmental Consultants, Inc. -8- Anson Landfill Phase 5 Site Study
November 2020

tributaries to Pinch Gut Creek. The portion of land where the proposed expansion development
is currently wooded and drains to tributaries to Brown Creek.
The 100-year floodplain is shown on Exhibit 1 and wetland areas as depicted in National
Wetlands Inventory is shown on Figure 3.
On August 2, 2016, Carolina Wetland Service (CWS) performed a site visit to delineate
jurisdictional waters of the US. Wetlands and streams were identified in the project area. Of the
jurisdictional streams, Stream A will be impacted by this project, consisting of approximately
1,466 linear feet and 0.08 acres of stream impact. This Stream A is shown on figures in the
Jurisdictional Delineation Report in Appendix D. Streams B and C, and the wetlands identified
in the CWS report will not be impacted by this project. Based on this proposed impact on
Stream A, the Owner is currently preparing permitting documents for an Individual Permit with
the United States Army Corps of Engineers (USACE), in accordance with Section 404 of the
Clean Water Act. This Permit Application is submitted contingent on the Owner obtaining an
Individual Permit for the stream impact area.
3.8 SITE HYDROGEOLOGIC REPORT (.1618(C)(3))
The site Hydrogeologic Report is presented in Appendix C and fulfills the requirements set forth
in Rule .1623 (a).
Civil & Environmental Consultants, Inc. -9- Anson Landfill Phase 5 Site Study
November 2020

4.0 LOCATION RESTRICTIONS (.1618(C)(4))
4.1 COMPLIANCE WITH RULE .1622 (2)(A) - FLOODPLAINS
The proposed expansion is not located in the 100-year floodplain. The limit of waste versus the
100-year floodplain limit are shown on Exhibit 1 in Appendix A. Grading in the proposed
expansion maintains positive drainage to stormwater treatment BMPs and then to existing
tributaries. All waste materials will be contained within the Landfill by means of cell berms and
proper waste compaction.
4.2 COMPLIANCE WITH RULE .1622 (3)(A)(III) - WETLANDS
Carolina Wetland Services, Inc (CWS) provided a Jurisdictional Delineation Report on August
10, 2016. This report included the results of the on -site field investigations for jurisdictional
waters located within the Anson County Landfill project limits. From this investigation CWS
determined there were six jurisdictional waters of the U.S. located within the project limit. The
determined waters of the U.S. located consist of three jurisdictional stream channels, two
jurisdictional wetland areas, and one jurisdictional pond. The on -Site jurisdictional waters drain
to Brown Creek and Pinch Gut Creek. Brown Creek and Pinch Gut Creek are part of the Yadkin
Pee Dee River Basin (HUC 03040104) and are classified as "Class C Waters" by the NCDEQ.
Class C waters are defined as: "Waters protected for uses such as secondary recreation, fishing,
wildlife, fish consumption, aquatic life including propagation, survival and maintenance of
biological integrity, and agriculture. Please see Jurisdictional wetlands study presented in
Appendix D for full study.
The Anson County Landfill permitted the placement of fill material in 1,177 linear feet of
jurisdictional stream and 0.125 acre of jurisdictional wetlands to provide solid waste disposal
services to Anson County customers. Approval from the U.S. Army Corp was received in a letter
dated May 13, 2020 giving Waste Connections permission to place fill material in the above
mentioned proposed impacted areas. The Landfill also received 401 Water Quality Certification
approval from NCDEQ April 28, 2020 for the same impacts as listed above. Please see
Jurisdictional wetlands study presented in Appendix D for full study. Please see U.S. Army Corp
Civil & Environmental Consultants, Inc.
-10-
Anson Landfill Phase 5 Site Study
November 2020

Approval and 401 Water Quality Certification approval letters presented in Appendix D for full
approval conditions.
4.3 COMPLIANCE WITH RULE .1622 (4)(A) — FAULT AREAS
That region in which the Anson County Landfill is located is not known to be seismically
active. A review of the Preliminary Map of Young Faults in the United States As a Guide to
Possible Fault Activity (Howard, et al, 1978) suggests the age of the youngest known
displacement on the only regional fault noted occurred more than 15 million years ago. In
addition, this fault is located a significant distance from the Anson County Landfill.
4.4 COMPLIANCE WITH RULE .1622 (5)(A) — SEISMIC IMPACT ZONES
The Anson County Landfill is not located in a seismic impact zone as defined in Subpart B of the
EPA's MSW Landfill Criteria Technical Manual: "...an area with a ten percent or greater
probability that the maximum horizontal acceleration in lithified earth material, expressed as a
percentage of earth's gravitational pull (g), will exceed O.IOg in 250 years." A review of the
Probabilistic Earthquake Acceleration and Velocity Maps for the United States and Puerto Rico
— Map C. — Horizontal Acceleration (90 Percent Probability of Not Being Exceeded in 250
Years) (Algermissen, et al, 1990) indicates that Anson County, and thus the city of Polkton and
the Anson County Landfill, do not fall within an area of 90 percent (or greater) probability of
horizontal acceleration exceeding 0.IOg in 250 years.
4.5 COMPLIANCE WITH RULE .1622 (6)(A) — UNSTABLE AREAS
Geotechnical investigations at the Anson County Landfill have demonstrated that site soils are
stable. In addition, cell design drawings typically specific that soils are stripped to, or close to,
the underlying bedrock, after which structural fill is placed to construct the base grades of new
cells. As such, landfill foundations are sound. Further, the area in which the Anson County
Landfill is located is not susceptible to mass movement, and is not underlain by karst terrain.
Civil & Environmental Consultants, Inc. -11- Anson Landfill Phase 5 Site Study
November 2020

4.6 COMPLIANCE WITH RULE .1622 (8) — STATE NATURE AND HISTORIC
PRESERVE
Brockingham and Associates, Inc. completed a background literature review of the Anson
County Regional Landfill tract located in Anson County, in October 2020. Brockingham and
Associates, Inc requested background documents and site records from the Research Center
Collections Manager at the Office of State Archaeology (OAR) in Raleigh, NC to identify all
previously documented cultural resources and to assess the potential for any historic properties to
be impacted by the current expansion and future land use of the landfill. All work was in
compliance with Section 106 of the National Historic Preservation Act as administered through
regulatory programs of the NC State Historic Preservation Office (SHPO) and USACE.
From this review, Brockingham and Associates, Inc found that the Anson County Landfill will
not have an adverse impact on any lands included in the State Nature and Historic Preserve.
Please see Cultural Resources Literature Review report in Appendix Appendix J for full review.
4.7 COMPLIANCE WITH RULE .1622 (9) — WATER SUPPLY WATERSHEDS
The Anson County Landfill will not be located within in the critical area of a water supply
watershed or in the watershed for a stream segment classified as WS-I, in accordance with the
rules codified at 15A NCAC 2B .0200 - "Classifications and Water Quality Standards Applicable
To Surface Waters Of North Carolina." The Anson County Landfill with obtain a National
Pollution Discharge Elimination System (NPDES) Permit from the Division of Environmental
Management pursuant to Section 402 of the United States Clean Water Act prior to discharging
leachate into surface waters. The landfill will not be located within watersheds classified as WS-
II or WS-III, in accordance with the rules codified at 15A NCAC 2B .0200 - "Classifications and
Water Quality Standards Applicable To Surface Waters Of North Carolina."
Civil & Environmental Consultants, Inc. -12- Anson Landfill Phase 5 Site Study
November 2020

4.8 COMPLIANCE WITH RULE .1622 (10) — ENDANGERED AND THREATENED
SPECIES
A Protected Species Assessment was conducted by Carolina Wetland Services (CWS) in August
2016. CWS used North Carolina Natural Heritage Program (NCNHP) to determine if any record
occurrences of federally -listed, candidate endangered, threatened species, or critical habitat are
located within the project area. Based on this review, there are no current records of federally -
protected species within the project limits or within a mile of the project site. CWS also
conducted an on -site assessment for federally -protected endangered, threatened, and candidate
species, it was determined that there was no suitable habitat for Schweinitz's sunflower, red -
cockaded woodpecker, and shortnose sturgeon within the project limits. According to the
literature search and on -site assessment performed by CWS the Anson Landfill does not
jeopardize the continued existence of endangered or threatened species or result in the
destruction or adverse modification of a critical habitat, protected under the Federal Endangered
Species Act of 1973. See Protected Species Assessment Report presented in Appendix F for full
study.
Civil & Environmental Consultants, Inc. -13- Anson Landfill Phase 5 Site Study
November 2020

5.0 GOVERNMENT APPROVALS
Per the requirement of 15 NCAC 13B .1618 (5), a Franchise Agreement is presented in
Appendix G which shows the agreement between Chambers Development of North Carolina
with Anson County and provides information regarding public hearings held prior to obtaining
said agreement.
Civil & Environmental Consultants, Inc. -14- Anson Landfill Phase 5 Site Study
November 2020

6.0 PROPOSED FACILITY PLAN
6.1 PURPOSE AND SCOPE
6.1.1 Introduction and Facility Information
Anson County Landfill (Landfill) is located in Anson County between Polkton and Wadesboro
on US Highway 74. The site is bordered to the northwest by Brown Creek, the east by Pinch Gut
Creek, and the south by the CSX railroad. The facility location is presented on Figure 1 Vicinity
Map. The Landfill currently operates under Solid Waste Facility Permit Number 0403.
6.2 WASTE STREAM -15A NCAC RULE. 1626 (1) & (9)
6.2.1 Types of Wastes
The Landfill will not accept types of waste prohibited by 15A NCAC 13B, which include:
• Hazardous wastes as defined within 15A NCAC 13A to include hazardous wastes from
conditionally exempt small quantity generators;
• Polychlorinated biphenyls (PCBs) wastes as defined in 40 CFR 761;
• Liquid wastes except as provided by 15A NCAC 13B .1626(9);
• Untreated regulated medical wastes; and
• Petroleum contaminated soils.
The following waste types will not be accepted for landfilling, but may be accepted at a drop-off
for alternative processing:
• White goods;
• Used oil;
• Lead -acid batteries;
• Petroleum contaminated waste;
Civil & Environmental Consultants, Inc. -15- Anson Landfill Phase 5 Site Study
November 2020

• Whole scrap tires;
• ABC Container Recycling;
• Electronics;
• Fluorescent Lights;
• Mercury Containing Thermostats;
• Oil Filters;
• Plastic Bottles;
• Wood Pallets; and
• Yard waste.
The Landfill will accept all types of municipal solid waste (MSW) and special wastes, to include:
• Spoiled foods, animal carcasses, abattoir waste, hatchery and other animal wastes;
• Asbestos waste;
• Treated medical wastes which are not hazardous, liquid, infectious or radioactive;
• Wastewater treatment sludges;
• Construction/ demolition wastes;
• Ash (non -medical); Coal ash may be accepted for disposal after approval of Anson
County and the Solid Waste Section;
• Industrial process waste;
• Off -specification, outdated commercial products;
• Barrels and drums which are empty and have been perforated sufficiently to ensure that
no liquid or hazardous waste is contained therein, except for fiber drums containing
asbestos;
• Laboratory waste (non -hazardous); and
• Other non-MSW wastes not excluded above.
Acceptance of special wastes will be subject to provisions of 15A NCAC 13B, the special waste
acceptance procedures defined in the Operations Plan included in this application.
Civil & Environmental Consultants, Inc. -16- Anson Landfill Phase 5 Site Study
November 2020

The landfill operator shall be responsible for screening wastes to ensure that hazardous or
unacceptable wastes are not disposed in the landfill. Screening of special wastes shall be
performed in accordance with the Operations Plan.
Landfill management reserves the right to establish acceptance criteria and procedures for certain
non -municipal solid wastes. These may be more restrictive than required by law based on
quantities and characteristics of the waste stream, current operating status of the Landfill, and
characteristics of waste streams previously received. Acceptability will be based on judgment of
the landfill operator's technical personnel with respect to regulatory requirements, physical and
chemical qualities and other technical considerations.
6.2.2 Disposal Rates
A March, 2018 Franchise Agreement limited waste acceptance of 6,000 tons per day. The
facility will accept only those items listed in 15A NCAC RULE .1626 (1) & (9) that have not
come in contact with hazardous constituents, petroleum products, or lead based paints or waste
determined as acceptable by the Department based on the submittal of a waste characterization
report and will screen the incoming waste in accordance with 15A NCAC RULE .1626 (1) & (9).
6.2.3 Service Area
In accordance with the agreement between Anson County and WCN, the Landfill will serve
Anson County and other parts of North Carolina and South Carolina.
6.2.4 Waste Segregation
Incoming waste will be observed to verify it is acceptable in content and origin. Accurate and
current records will be maintained for all accepted waste and all Landfill operations. Waste
handling procedures and normal operating procedures will be implemented to prevent disposal of
unauthorized waste.
Civil & Environmental Consultants, Inc. -17- Anson Landfill Phase 5 Site Study
November 2020

6.2.4.1 Types of Waste
The Landfill will only accept solid waste as described in 15A NCAC 13B and will not accept
wastes as described in Section 2.2.1. The Landfill may accept special wastes and handling
procedures will be implemented by waste type. The special wastes that may be accepted include:
o Bulky Waste- Bulky waste such as furniture, appliances, and other over -sized
items will be handled such that compaction is maximized and management at the
working face is prompt. Bulky wastes will typically be crushed on the ground
prior to disposal. If crushing or other size reduction is not possible, bulky wastes
will be placed at the base of the working face and run over with the landfill
compactor to reduce their size. The bulky waste will then be placed at the toe of
the working face and covered with other waste.
o Low -Density Wastes- Waste types such as agricultural wastes, loose plastic film,
foam rubber, plastic scraps, and plastic shavings require special handling. These
materials present problems because they rebound after being compacted by the
equipment. In order to achieve maximum densities, light -weight materials should
be spread into layers between one (1) and two (2) feet deep before being covered
with regular waste and compacted as usual into the base of the cell.
o Powdery Waste- The Landfill may accept powdery waste such as ash, sawdust or
exhaust trappings. Since these wastes are dry and powdery, they require special
management to minimize dusting and blowing. The principal means of
controlling these wastes will be wetting or quickly covering with other waste.
If conditions warrant, landfill workers managing these wastes will wear protective
clothing and respirators as determined by the site safety officer.
o Sludges -The Landfill will accept neither municipal sewer sludge nor sludges
containing free liquids, as determined by the Paint Filter Liquids test.
The Landfill will accept all other sludges subject to the requirement of the
Operations Plan's Special Waste Quality Assurance Plan. Sludges that are
determined to be acceptable will be mixed/ bulked with municipal solid waste or
other solid waste at the working face. Sludges will be stabilized, digested, or heat
treated prior to disposal.
Civil & Environmental Consultants, Inc. -18- Anson Landfill Phase 5 Site Study
November 2020

The amount of sludge managed on a daily basis will be dictated by operating
conditions. A maximum ratio of one (1) ton of sludge to five (5) tons of solid
waste for daily intake of sludges will be employed.
o Free Liquids- The Landfill will not accept solid wastes that contain free liquids
as determined by the Paint Filter Liquids Test. However, liquid waste may be
treated by solidification, or thickening, to make the waste suitable for landfill
disposal.
Solidification of liquid waste will be conducted in leak -resistant containers or
steel tanks partially buried within an active landfill cell. Incoming liquid waste
will be deposited directly into the containers with a solidification agent.
Solidification may be accomplished using soil, mulch, wood chips, etc.
The liquid waste will be mixed with the solidifying agent in the tanks using a
backhoe or other appropriate equipment until free liquid is no longer observed.
The solidified waste will then be removed from the tanks and disposed at the
working face. The number and location of mixing tanks will be dictated by the
Landfill operations. The requirements of this section do not apply to leachate
recirculation or landfill gas condensate management.
o Putrescible Waste- Animal carcasses, in small volumes, may be managed at the
Landfill. If a large volume is delivered to the Landfill, they will be accepted in a
designated area away from the working face and promptly covered.
o Asbestos Containing Material- The Landfill will contain areas designated for
the management of asbestos waste. The management of asbestos waste will
follow the procedures described in Appendix D and Appendix E of the Operations
Plan.
o Tires- The Landfill will not accept whole tires for disposal. Tires pulled from
waste loads delivered to the landfill will be temporarily stockpiled in piles not
exceeding five (5) feet high, or in trailers. Proper management of collected tires
will be arranged as needed.
Civil & Environmental Consultants, Inc. -19- Anson Landfill Phase 5 Site Study
November 2020

6.2.4.2 Weighing and Control of Waste Volumes
All landfill users entering the disposal area must stop on the scales at the entrance gate for
security check -in. The load weight, customer, and charges will be recorded for all trucks
delivering waste to the disposal area. The Landfill will promptly repair any malfunctioning
scales. Vehicles will be directed to the appropriate disposal area by signs. However, verbal or
other instructions may be given if necessary. All open topped waste loads will be inspected for
hazardous or otherwise unacceptable wastes by the gatekeeper from the observation platform
above the gate house. All other waste loads will be inspected at the active face by the equipment
operators
6.2.4.3 Inspection
A plan will be implemented by the Site Manager to prevent the onsite disposal of unauthorized
hazardous wastes. The plan will contain an inspection program to be staffed by personnel who
have been trained to recognize unauthorized hazardous wastes. At a minimum, the following
shall be included in the inspection program:
• Periodic vehicle inspection of loads at the gate and at the landfill face that document all
suspicious materials, the hauler, and if possible, the generator;
• Random monitoring of organic vapors from open top loads using suitable instruments;
• Thorough inspection of suspicious loads;
• Training of personnel to recognize regulated hazardous wastes; and
• Establishment of specific procedures for notification of proper authorities if a regulated
hazardous waste is discovered.
Civil & Environmental Consultants, Inc.
-20-
Anson Landfill Phase 5 Site Study
November 2020

6.2.4.4 Equipment and Staffing
The Landfill will provide the appropriate level of equipment and staff to address the needs of a
landfill that accepts a maximum of 6,000 tons per day. If waste acceptance changes, the
equipment and staff levels will change accordingly. All employees associated with the waste
management operations will be properly trained for their respective duties.
Additional geotechnical testing and analysis throughout construction and operations will confirm
the quantities and types of materials required as construction commences and operations
continue.
6.3 CONTAINMENT AND ENVIRONMENTAL CONTROLS - 15A NCAC RULE
.1619(E) (3)
6.3.1 Leachate Migration
Leachate migration will be controlled by a base liner system, leachate collection system (LCS),
and final cover system. Daily and intermediate cover may be removed to the extent possible
prior to placing additional refuse vertically during operation of the landfill to promote
percolation downward to the LCS. Downward migration of leachate into natural ground will be
prevented by the base liner system and LCS. The base liner system complies with the
requirements of 15A NCAC Rule .1624(b) (1) (A), comprising of a composite liner system and an
LCS.
6.3.2 Landfill Gas Management
A LFG management system minimizes gas pressure exerted on the closure cap system,
eliminates uncontrolled emissions, reduces the potential for odor conditions to develop, and
reduces the potential for subsurface migration of landfill gas. The Landfill's LFG management
is based on a Landfill Gas Master Plan prepared by SCS Engineers dated November 20, 2007
and revised by Civil & Environmental Consultants, Inc. for this Permit Application. The Landfill
Civil & Environmental Consultants, Inc. -21- Anson Landfill Phase 5 Site Study
November 2020

Gas Master Plan has been updated for the entire Landfill facility, Phases 1 through 5. LFG
management will use an active gas extraction and collection system with auxiliary gas
management features. The LFG will be collected using vertical extraction wells installed in the
waste which will be connected to collection piping under a constant vacuum generated by a
dedicated blower system. Collected LFG will be combusted in the onsite landfill gas flare(s),
which will consume the hydrocarbons present in the LFG, reducing hydrocarbon emissions and
global warming potential. Vertical extraction well installation will begin once the closure cap is
constructed. However, wells may be installed prior to final grades, if the operator determines
they will provide effective gas collection capability. Gas migration monitoring is required at the
perimeter of the Landfill property line and must be performed in accordance with the
requirements of 15A NCAC 13B .1626.
6.3.3 Soil Resources
Cut and fill soil volumes were calculated for construction, operations, and closure for Phase 5.
The cut and fill soil volumes include construction of base grades, compacted soil liner, protective
cover, daily and intermediate cover, perimeter roads, and closure final cover. Approximately
5,415,641 cubic yards of soil fill material will be needed to complete the construction,
operations, and closure of the Landfill. An existing onsite soil borrow area and other areas that
could be used as borrow areas are available for production of the required soils. Chambers
Development of North Carolina, Inc. has recently purchased an adjoining parcel of
approximately 300 acres that could be utilized for soil resources in the future. Alternatively,
alternate daily cover approved by DEQ may be used to reduce the amount of daily intermediate
cover required.
Civil & Environmental Consultants, Inc. -22- Anson Landfill Phase 5 Site Study
November 2020

7.0 TRAFFIC STUDY
The Anson County Landfill is not proposing or anticipating any increase in daily tonnage coming
to the site, therefore no traffic increase is anticipated. This site study is for an expansion to
increase the total capacity for the landfill and daily volumes will not change. CEC coordinated
with NCDOT with the above information and per the attached electronic correspondence letter
from the Division Engineer of the North Carolina Department of Transportation located in
Appendix H, NCDOT will not be requiring a new driveway permit or any roadway
improvements from the expansion. With this documentation the landfill meets the requirements
in accordance to NCGS 130A-295.5 (a) and (b).
Civil & Environmental Consultants, Inc. -23- Anson Landfill Phase 5 Site Study
November 2020

8.0 ENVIRONMENTAL IMPACT STUDY
An Environmental Impact Study is presented in Appendix I of this application.
Civil & Environmental Consultants, Inc. -24- Anson Landfill Phase 5 Site Study
November 2020

APPENDIX A
FIGURES AND CHARACTERIZATION STUDY EXHIBITS

8 7 1 1 3 1
Div
,'NORTH
I
I
a
\
`4
0
/
i
I
/
I
I
I
D
m
o/
11 °
LEGEND
i
EXISTING PROPERTY LINE
° - ADJACENT PARCEL
o D 2-MILE PERIMETER OFFSET
2,000-FT PERIMETER OFFSET
— — — — — — — — 200-FT PERIMETER SETBACK
— — — — — — — — PROPOSED LIMIT OF WASTE
PROPOSED EXPANSION AREA
\\ RESIDENCE (WITHIN -2,000 FEET)
\ WATER SUPPLY WELLS
\ ° HYDRANTS
\ • SEPTIC WELL
\ • COMMERCIAL BUILDING
o\
\ ♦ SCHOOL
1
RAILROADS
- - - - - - - - - - - - EXISTING WATER LINE
EXISTING WASTEWATER LINE
/ 100-YEAR FEMA FLOODPLAIN
/ EXISTING STREAM LINE
I� TOWN LIMITS
5,000-FT PERIMETER SETBACK
I
I 10,000-FT PERIMETER SETBACK
9 I �� �� SURFACE WATER FLOW DIRECTION
LIGHT INDUSTRIAL (LI) ZONING
1 (ANSON CO GIS)
1
/ HIGHWAY BUSINESS (HB) ZONING
(ANSON CO GIS)
1 RESIDENTIAL (R-20) ZONING
1 (ANSON CO GIS)
I RESIDENTIAL - AGRICULTURAL (RA) ZONING
(ANSON CO GIS)
I
ANSON COUNTY AIRPO
I
I
I
II
II
II \
I \
�I \
I \
11 \
O 0
O °
0 O� / 0
O °
o \ \'
O 0 \ /
O ( _
00 ° O�0
O
O 0 0 0
0 °
0 0
O 0
0
0 0
0 0 0 0
O 0_ 0 c
TOWN OF WADESBORO LIMITS 00o p
O O
0 0
o p o
O
0 0
0 0
0 0
O O p 0
0 0 c
0 n 0 O
REFERENCE
1. DATA FOR PARCELS, CITY LIMITS, FIRE HYDRANT LOCATIONS,
COUNTY ZONING LINES, COUNTY WATER LINES, COUNTY
WASTEWATER LINES, AND RAILROADS WERE TAKEN FROM ANSON
COUNTY PUBLIC RECORDS (GIS DATA DOWNLOADS), ACCESSED
OCTOBER 5, 2020.
2. STREAM LINES AND 100-YEAR FEMA FLOODPLAIN TAKEN FROM
FEMA NATIONAL FLOOD HAZARD LAYER VIEWER, ACCESSED
OCTOBER 5, 2020.
3. WATER WELLS WERE TAKEN FROM PRELIMINARY SITING CRITERIA
PREPARED FOR CHAMBERS DEVELOPMENT OF NORTH CAROLINA,
INC. BY RILEY, PARK, HAYDEN & ASSOCIATES, INC. OF ATLANTA
GEORGIA IN JANUARY 1992, AERIAL PHOTOGRAPHY WAS FLOWN
OCTOBER 1991.
4. SCHOOL LOCATIONS WERE VERIFIED VISUALLY USING GOOGLE
MAPS.
cc
O
W o
oC
CL
Z M
U
OU)
w
N ❑
W
cc
a
i
0
z
CU
cr)
�..�
N
co
W
V
Z
CIS
d
cm
rl
O
M
i
O
�
�
n
N
ci
1
V
O
0
o
1
rl
O
X
1
1
3
ILL .S
U
N
M
1
1
,>
o �
i
c)
O
d
N
.>O
Q
a)
Wc
V
a
�
o
'r~l
l~
V
Lr)
Q
Q
c�Z
LL
O
.1O
,=
U
Z
v
aJoC
Q
Lu
Z
J
a
a
v
-
a
O
Z_a=
L
H
Lu
-
O
lo
Z
V
CC
0
Lu
J
Z
0(cn
�_
Z
mcc0VO
�Ov0C)
Q
Z
Z
Z
C.)cn2cn
Z
CC
Z
Qa
W
Q
a r
5 v/
00
Z co
O r
m
Q M
r
N V
� a
W U
P Z
ul
Q T-
12 W
Q J
U °C
J O
Q CC
O a
� a
W
CC Z
G
NORTH CAROLINA
BOARD OF EXAMINERS EXHIBIT:
SCALE IN FEET FOR ENGINEERS AND
SURVEYORS LICENSE
0 2000 4000 NO. C-3035
mm m n m
m z c� z
}
} m
Y
U
w
0 U
N
0
o uJ
cV ~
O
F-
U Z
o N
a
G
0
8 1 1 5 1 4 1 3

8 1 7 1 6 1 5 4 1
3
H
lei
F
E
WE
0
N
i
O
ol
U
>, B
A
1
�dp—
I /
Idop moo
000
o
LEGEND
EXISTING PROPERTY LINE
ADJACENT PARCEL
2-MILE PERIMETER OFFSET
2,000-FT PERIMETER OFFSET
- - - - 200-FT PERIMETER SETBACK
- - PROPOSED LIMIT OF WASTE
— 1 PROPOSED EXPANSION AREA
• RESIDENCE (WITHIN -2,000 FEET)
• WATER SUPPLY WELLS
o HYDRANTS
' e SEPTIC WELL
.. •+ TY' � &�4��*5%. A,;1� :1�" ,� ` s 'r�C t r; , ',ki'. • COMMERCIAL BUILDING
` ;`, '*,; �, �� t •'� �,' yid . ' ai i 4*w; ♦ SCHOOL
.Y �. `�i S+LiM.r. ,� >z.4 .r�,._#.y`'+" ,� , °' .`'• �`'>w-,... '>..� ffs��-•', --� :,f RAILROADS
, T `F�µ': •,-9 f�._
- - - - - - - - - - - - EXISTING WATER LINE
Ae
16
,ti, Yrr�/i r \ ` ��' `'t ►� S�' `".`4 ti {,{`rf 's �* +c<�' - - - - - - - - - EXISTING WASTEWATER LINE
yl J =�L',x y.n�'!s',MR~�iti,t{+1'(j�y.�,.��'_.�`� r`,f>:,.!}.{.ryF,��_ti'u,,'•q..,,� d,{A`�:JY.� �'`:.�.''* 100-YEAR FEMA FLOODPLAIN
0 _r•• a ,!b'r++'r ' i_;. *' �.f{';--Yz�'L.'s�*.I�.,�,�.� .+c�.�J'. - )
� .r � , , k�•«.,, � �,_.., ,, �," ��� n EXISTING STREAM LINE
LIGHT INDUSTRIAL (LI) ZONING
(ANSON CO GIS)
; ,"";•: -- - -_ . •� �: �.-.•,; HIGHWAY BUSINESS (HB) ZONING
(ANSON CO GIS)
RESIDENTIAL R20 ) ZONING
r
akx
�(ANSON CO GIS)
Alm RESIDENTIAL - AGRICULTURAL (RA) ZONING
200' PROPERTY LINE SETBACK (ANSON CO GIS)
sop
'1 e,
PROPERTY LINE
"�
/ - /, `�R . 1_ +• -k+) J � •, ,
10
LIMITS OF WASTE „: ` ► >� ; + ;. •� vA 17W.
.
/ EXISTING �y• ` '.�,`•j�~t :�`��' `:,�• .
PHASE 3 / - _ x :1 , ..�"►� ,�� +
EXISTING a,.
�.. i BASIN _
i "t�
{
—awn
• EXISTING
`
.
PHASE 4 PHASE 2
,.. ,
16
0�lt,
l
REFERENCE
W/ ' 1 r ' 1. DATA FOR PARCELS, CITY LIMITS, FIRE HYDRANT LOCATIONS, COUNTY
EXISTING 'y� j: w ZONING LINES, COUNTY WATER LINES, COUNTY WASTEWATER LINES,
CEMETERY w / AND RAILROADS WERE TAKEN FROM ANSON COUNTY PUBLIC RECORDS (GIS DATA DOWNLOADS), ACCESSED OCTOBER 5, 2020.
PHASE 5 EXISTING
f PHASE l _ --- _A �,"j,% C I; 2. STREAM LINES AND 100-YEAR FEMA FLOODPLAIN TAKEN FROM FEMA
/ ••� �_ --- - •'" NATIONAL FLOOD HAZARD LAYER VIEWER, ACCESSED OCTOBER 5,
2020.
3. WATER WELLS WERE TAKEN FROM PRELIMINARY SITING CRITERIA
♦� ,�
�, - -� - I •.�; - _ •- - c-� , PREPARED FOR CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC
BY RILEY, PARK, HAYDEN & ASSOCIATES, INC. OF ATLANTA GEORGIA
O<z IN JANUARY 1992, AERIAL PHOTOGRAPHY WAS FLOWN OCTOBER
y *'� 1991.
4. SCHOOL LOCATIONS WERE VERIFIED VISUALLY USING GOOGLE MAPS.
o F •� � 1
5. AERIAL PHOTO WAS TAKEN FROM NCONEMAP, DATED 2019,
\ r, QROP�p,G`� •1i �= ='� I ACCESSED OCTOBER 5, 2020.
OFFICE
r
t
i 4wm:
Nina
0: �,._ r_ �-+�'�l� tics. '� �'�`S �'•, 1 �.
LRO-6.6"MOVANAVAWAVAMWAft go, MOM
i ft
0
cc
O
W o
cc a
Z °C
O �
Lu
w
T
W
0
z
CU
cf)
I..�
N
co
Z
4J
�
n
O
cM
i
O
t
(i
N
1
1
U
O
co
im E
o
1
r--I
OLL
K
.�%Rq
U
U)
U
M
I'.
1
1
1�1
>
O
�
M
O
�
N
O
.�
Q
00
c
a
W
O
v
�~
O
c~M
V
r/
Z
Q
W
ZLL
cn
O
.4
F_
U
0
zvan
Luz
-
J
as
a
v
a
_a=
Z
LL
F_O
LuOz:5O
JaUCC
Lu
J
cc
Z
av>_c
cn
Z
W
3:
Z
0
F-
�O
M
V
W
G
U
O
V
�
�
�C
Z
2
O
U
c
G
cn
Z
Qa
W
Q
N
m
Q
a
LL
CC
I-
N
Ln
LL
CC
(D
Q
a
T_
T
(o
Z T
O m
M
T
Q U
}
07
N a
}
m
Z
Lu
Y
li Z
LLo
U r
Q W
Q
LL
Q
W
U
N
N
U
O
II
T
U O
J F-
CC
U 0
LL.
O ?
o
J
w
J
Z
m
0
U
U
>
Z
U)
w
O
:.
F
O
O
Ir
�v NORTH CAROLINA
BOARD OF EXAMINERS EXHIBIT:
SCALE IN FEET FOR ENGINEERS AND
mmmmmll SURVEYORS LICENSE 2
0 400 800 NO. C-3035
L
5
4

NORTH
300'
TE "-- fie\
�G�C[
EXISTING
PHASE ,3
/ PHASE 4
/
/
/
/
/
E 51
t
X /.
EXISTING
PHASE 1
FACILITY
US � ENTRANCE
�4
SCALE IN FEET
REFERENCE 0 1000 2000
1. AERIAL PHOTO TAKEN FROM NCONEMAP, DATED 2019,
ACCESSED OCTOBER 5, 2020
i
AV Aw
A A A
7
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Ph:980.237.0373 Fax:[phone]
www.cecinc.com
DRAWN BY: PAB CHECKED BY: (\
DATE: OCTOBER 20201 DWG SCALE: 1 "=1 C
EXISTING
PHASE
2
LEGEND
EXISTING
EXISTING
CEMETERY
PROPERTY LINE
CURRENT PHASE BOUNDARIES
100—YEAR FEMA
EXPANSION AREA
CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.
ANSON COUNTY LANDFILL - PHASE 5
PERMIT TO CONSTRUCT APPLICATION
ANSON COUNTY, NORTH CAROLINA
VICINITY MAP
PPROVED BY: NTB FIGURE NO.:
ROJECT NO: 165-276 1

a �.s u 4.4.
NORTH Z
CAMERON RD
c°v 4
v -ram
BROWN CRE `�- ` = `''` o —, CAMERON RD
—�
r` -
3�J SIT
PROPERTY
fz� LINE
POLK N J� �{ / PROPOSED
LIMIT OF
Richmond - WASTE
Sturdivant G
t' -
`"-- Cem PINCH GUT
CREEK
�• it �41.L -L4 �y/. � .,�
0 aD � Z
Ai& JGb P�
i
cc, I vV`wjl
74 US
V\ '
noa 7 RUSSELL LLE
Shy
REFERENCE SCALE IN FEET
1. U.S.G.S. 7.5' TOPOGRAPHIC MAPS:
a. POLKTON QUADRANGLE, NC DATED: 2019; 0 2000 4000
b. RUSSELLVILLE QUANDRANGLE, NC DATED: 2019.
f1A
,�,� CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.
ANSON COUNTY LANDFILL - PHASE 5
PERMIT TO CONSTRUCT APPLICATION
Civil & Environmental Consultants, Inc. ANSON COUNTY, NORTH CAROLINA
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Ph:980.237.0373 Fax:[phone] USGS SITE LOCATION MAP
www.cecinc.com
DRAWN BY: PAB CHECKED BY: NTB APPROVED BY: NTB I FIGURE NO.:
DATE: OCT 20201 DWG SCALE: 1 2,000' PROJECT NO: 165-276 2

M
Y-F EXISTING
•
WETLAND
J
1:29,338
4
0 0.25 0.5 1 mi
N
0
�
0 0.4 0.8 1.6 km
October 6, 2020
Wetlands
Freshwater Emergent Wetland
Lake
3
® Estuarine and Marine Deepwater
�
Freshwater Forested/Shrub Wetland
Other
g
Estuarine and Marine Wetland
Freshwater Pond
Riverine
SCALE IN FEET
i
REFERENCE o 2000 4000
1. WETLANDS DATA TAKEN FROM NWI WETLANDS VIEWER,
ACCESSED OCTOBER 5, 2020.
i
AV Aw
I AA
7
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Ph:980.237.0373 Fax:[phone]
www.cecinc.com
DRAWN BY: PAB I CHECKED BY:
DATE: OCTOBER 20201 DWG SCALE:
NTB I APPROVED BY
1 "=2,000 PROJECT NO:
LEGEND
This map i
Service is
base data
be used in
Wetlands I
PROPERTY LINE
CURRENT PHASE BOUNDARIES
EXPANSION AREA
CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.
ANSON COUNTY LANDFILL - PHASE 5
PERMIT TO CONSTRUCT APPLICATION
ANSON COUNTY, NORTH CAROLINA
WETLANDS MAP
NTB I FIGURE NO.:
165-276 3

APPENDIX B
ENGINEERING DRAWINGS

7
5
PHASE 5 PERMIT APPLICATION
FOR
CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.
ANSON COUNTY MSW LANDFILL
(PERMIT No. 0403=MSWLF=2010)
ANSON COUNTY, NORTH CAROLINA
TEl
o
V,
REFERENCE
1. U.S.G.S. 7.5' TOPOGRAPHIC MAP, POLKTON QUADRANGLE, NC DATED: 2013.
2. U.S.G.S. 7.5' TOPOGRAPHIC MAP, RUSSELVILLE QUADRANGLE, NC DATED: 2013.
VICINITY MAP
SCALE: 1'= 1,000'
DECEMBER 2018
LIST OF DRAWINGS:
C000
COVER SHEET
C100 OVERALL SITE PLAN
C300-C301 TOP OF SUBGRADE PLAN
C302-C303 TOP OF CLAY LINER PLAN
C304-C305 TOP OF PROTECTIVE COVER PLAN
C400 LEACHATE CONVEYANCE PLAN
C401 BORROW AREA PLAN
C500 FINAL COVER PLAN
C501 STORMWATER DRAINAGE PLAN
C502-0503 LANDFILL OPERATION FILL PROGRESSION PLAN
C600-C606 CONSTRUCTION DETAILS
C700-C702 LEACHATE DETAILS
G100 GENERALIZED TOP -OF -BEDROCK CONTOUR MAP
G200 SEASONAL HIGH GROUNDWATER CONTOUR MAP
G201-G204 HYDROGEOLOGIC CROSS -SECTIONS
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
yyiryyyy��iefa
y
' • �EAL
Q39T14
i J,At ■
e"AW�
�qN i,,` ,
.
i'y,
0
U Z
W o
CL
Z °C
U
0 C/)
w
� p
W
w
no
•
U
T_
T
VL 00
N
�
Z ti
o
0 ti
�I m N
C o
Q � E
o
. ' LL ._
U
U) M U
M
Ltil .L M
0 � N
• m 00
y a U)
(L
O
O
T_
1 T
• rl
U
Lz
Q
z
W
c
QC)0
J
zaa�
0
'
c-
Q
Q
J
J
=
V
C)
a
;z
aJ
zo
0
z
a
Q�w>-
F
z
O
W�wC�
IL
0
o
z
0
(1)
°°
z
QaQ
U
m 1 m
U Z c� 0
t0
�
m
WLLJ
W
m
Z
p
Y
2
Q
w
c
_
p
U
00
W
W
0
U
o
N
w
>
J
a
o
z
z
O
m
Q
Z
p
U)
Lu
o
U
p
O
m
CL
Q
DRAWING NO.:
C000
EET 1 OF 30

7 1 5 1 4 1 3
\ -� ��-i�� f_ \ \ \ \ v� 1 \\\ w2.70I\ I ) / \ \ \ \ \ \ \ \ \\\\
//�/ _ _- I \f� rl
/Z ,/ - I I / i� , , I I I \ I 1 \ \\ \\ \\\
/Ii�/ �i`r� -- I ) I / /) \) * I / / \ \� \� l <�\��\ \\ \ `�2 60 / / I h / I \ O j \ \✓ \\
///i�'��/ // / /%— --_ \\ \ / / �l
\ J// /%/i ///% / / /i i — �/
\ ( \
// / / I / / v/ / 1 O I \ \�\\\\\ \ \ �/ l l / I V N \
/ 11 1 (\ 1 \ I �- \\�J C\\ / / 1 / l I \ j /
\ /jiji�ii/� //� /ice// / 1 I I \ 1.1, Jr \ \ �l ) \� \ I �\� L� \\ ` \ / / / 1 / // �,
// /i I \ \ \ \/r / o\ \ \\ I/ / / /
/ ���' -AIRlI
/(/�� p /////� - - � I . I PHASE 4 1 \ \ \\v (I 1 / `l) \ \\ \\ / \\ \ // / / / // i/ - - J
G \\ I ti p/ �, __ �CELL 1 \ I / / '/�2\\ \ \( \ - // / / / -���FRO
�� __-� / R ^ �__� \1�1I I/ o / // I I \ I 4.98 ACRES �\ \ \ \VI //�/�/-\`\��\�\ I / ) I / / / / / _, -- - \�
NORTH � / / �p� SEDIMENT ��� r ////,Ij o / - � I I I I I I , \ \ \ \ ///� ",( �\\ \\\\\\\ \ ( \ \\ SEDIMENT //, // � ,/ -- \ \
_7- F BASIN / _ = I I / I IIII I I I I \ \ \ 1 I(I lo/ 1 \\\ \ \\\\ \ ✓ \ BASIN / / \ \
12 I I I I I I I ) - /, \ � �\� 10 / /
�� % - � J �10 I I to I I I I I I I I I � l `I o1 I 1 I I I - ~ \�� ( 1\ , \ l\ \\\ I // �/ �/ c%� / i/ % / I I I �o o \ ) I \ l ( \-' I \ �c \
/ / �,- \\,\ ( I I►°� I I lol I l \ /III I IIII I /��_! ��`\\\� \ I I \\ \\ \ f\,-/ \\`\\\ 11� // j / I (-/ I -
/ „I' ; - \\ \\ \ I I I I I I I \ I I / I /III / / 1 \\\\\ 1 I I /' \ `� \ / / 1 I J
/ % (( rl \�\ \\� \,� I IIII I'C�\ \ \ \ \ \ J Iu/I 1 / / I // /�/ ( \� \\\ I I / �II I \ I (/� I I 1 -\ ^ �/>' / J / (\ I\ - Jr
I \\\ \\ \ I I I I I I\ \ \ I I l/ /1 / l \ I \\\\ \ 1/ 1 I I I �� /
/ /�� ��l \\\\ I I I \ 1 I / I/,-/ I �� _j / , \ \\ \ f I I I \ )//o I\ ,' \ (
/ \ , j / �'__ \\. ��_ > ) I \ \ 1 II \\t 1 I(IJ�I/// )\\ \\\ I I I 1 II 1// \\ /-- \I(�\/ %/,/ii ���\\�\-__���\II\ /�I 1�)�'
\ \ \II t I I \�,/'j/_�-J,// )))1I> // // %\\ "Il I/®) \/ / %/� _ \ L ��\\ )\ / IIII/ )) ( ( \ /ii-/ / / �' _ / / / / \ la / \
//i == \\ . _ \�. - / / /// \ \ 1 / _
\ — / / // I 1 \t / / ,/ / / 1 t "', /// - / / / //�/ / \III 1 �\ `
\ / / �j/�/ - ` �- PHASE 4 _��_ J / / // I ' 1 ) / /�/ / / // � / / / ` f I \ 7U-0-
\ / I - _ �� � CELL 2 �-� �/ // //x PHASE 3 I I �,�-� \ /� / // / / //// �� / / / / \ \\ \ ` z a I J r\
\ /0�� / L- \\ 7.05 ACRES / '//- / / / / / / / / // / - / ) \ ( � �
, 0 / 'C / \ I / 1 /�i- CELL 2 / 'C / / / / / / / l- , \ 1 �-. ,, G -�)
//i� ti/i 0 0 \ _ 1 1 \ \ / / / / /' 111
\ \ r/ / / / / / ) l 1/
IIII i// h �� �/� -) I L� \ ( I /-l�l\\\`\ / / / �I- / )\ /III 1✓//`�Cyw-�.
All
V J 2
/// / // �� 0 \ I \ I / I J \�_-- / �\ \✓\I' (II ll lI /i. / //- �,�\�� / j \ \ I =� %/� / / % l / l \ I \ \ \ < f�- -��1� (, /
/ice IIII I I (o - ((� \ Il \l(1 1 \ \ / / I \ \ / J / / / (/ ( l ) ) ` \�\\ �� -_ / > � 1-11
/
I 1 / 1 1 I \ 1 ) �% \
\ �' //� � \ \ \\ l " �� � O Lf� \ /__ / / / \ "ids // \ \ /ii9f� EXISTING \1 I \ J ( � /
4-Ij/ � y ` \\ \\\\�\\ \ \ / �i/ ►)N �/\ \ l I \ \ (�..�%�„ f I BASIN 3 �� �� \ \ -- � \1
I I 1 1 > )>I ., �_ l , , l \ ��/ - I// \\ \ \
\ �i� �/ ii� _ I 11 11 I\I l t `\ \ o �� , - �, ��� \ I // \ h I 1 ) 1 N l \ / J 1 \
(III I 1 1 I \, 1� - �3 z _7_ ', �� - \ l , / i , l / ( /� I \\l f�-�\"" ( �� �i ��ql
I� ; I `� /�/, \�� `\ `
/\ I1 II 1 I ��\ J ( / \ � _ Il , \
�� / ) l ( /
�// // / 90 \\ 11 11 1 1 1 I \\ \`� / -� \ \ l ( ( I PHASE 3 ) I \ \- l ! \ \ �-- I // / I \
�/ % ti \)\ I I III 1 I \\ �-J , s , ,, �- \ I ( I I \� ,_ , \ (l/ , I IIII \ ,
I /i //)/ 00 I�11111 II \ lI I\ \\ � j` (��'/ / (ram �L\ /\ I \ \ \ l \ \ 1 1 CELL 1 / I \����� 1%�%= j �,�
IIII I 1 \ I IIII IIr I, I / j//� // �-
II;i/i ,'i�� ///�i� (ll I II 11 11 I 1 \\ C\L`� c, s / /� 11l )) )�\ / \-/ ) ) \ \\` \\ \ 1 1 ` %�� „ �I I ll \ I I�� / /� \\ \\ I \`\ \ \ PHASE 4 !�/ u>/_/ / \ \ \ \ I\\ \ - / 1 I11 ( \ r JII �I \ I / / -,, -/ , c
� �'///��� // /ii, \ `. \\\\\\\ \\ \ / �� /ram✓ �/ / \ \ I / � %��_ -�� i,I II'i I I I // , // //� %%%////%//�//// \ \\ \\\\CELL 3 /ri/� / /�' I \\i / \\ \\�(\\\ \ 1 �� /� II I \ 1 111 I i / \/i / /ri/ /i// \\ \ \ \\ \\ \ \ f� %'\ I I J \ \ \ � I__- �v -_ -�-\\_- I I �I�,i�
IIII IIII"11 �� \ \ /IIII I I I / / / \
\�� (� �l�l/�l/ /// / / i \ \ \\\ \\\\\\\ 11.15 ACRES I // _ / 1 / L� \ \ \� ,/ "I� r� -- - \' -_,;�_,
II ) / / / // /� \ -
IZ 1) / fl I // / �/ / / I ( \\\\ ��11 \ \ \ i // \/�^ 1 (�� ��� i\ \\\\ \ c �=� _-- -\�`\ -- �I I III 11 �I () \ 1,- / ��, I I / ( ---
�� / I (((l((I ll (( (( I \ \\\ \\Q� II III \ v ( ,I �i lI / �- p'1,111 / -
/ ��(` 1\ (I I \\ l 1 ` \ X-�'/t--=-- c� \ �I Ilt�llrll-��,­I`,-,Il\ / I I I �/ -.� \ ////`Lk. I'll\ II lIl I�\� \ \ \ \ \\ \�\J,I; I 1 \\\��, I J �l S, 1 ( __ -_\� �' _�_�-- _ \ I I I\/7/lvi,I f�I , j, , , ___- � -\\ \
—7 _ IIII —\ \ \ \ \\\\\_- \ \ 32 1 L �i/// / /i (rC-ti ) I /� " 7: �i - \/- / \\ I'll I I ��. \ \\ v/ 1\_ / I I I / i-� i— \ \' % ////� ///�—\ 1\\ .`� '� ` \ \ r --� ii / / v 1�J J N' Y ` Gii \v/ � // 1 \ \\\ 111 �_ \\\ \ \�// \�,/, / / / _�/ \ \
//i/i /�ii� �� .\� VVV�, ;l \ \ _ �� .\ �'�- / / \ / / „��� �� r -- �/ // -� \\\ II I I `\� �\ \\�/ - , l� ` / -,� _ \
�i///////� \\ \111 1 �\,\— - � \\\\ J� /310 C�. ��r/ \ �/ r�'' �J /� /�/`� /�i/��/ / ��\ ' \ \ l I )�- ��C `Z/" I / _J / �-_-
_\ \ \
ii/i,, //�J�// i�i'% \ \\I �. - z \� IIII ,� r � /5� / \\ �;// CELL 20 \ / \ // 1 ' � \ \ \ V III v 1 \ � _- "/ / / /� \ `\ \
\ \ \ , \ J , '\ ) \ / ,% - \ I I _ c / \ LI I I lI II \ ��_ / / / /- /N
\ / , /i/�//// \\ 1 11 \ `�/ / 11/ //��f , �\ J f \ /� 1 1 f `� :� 1 I I 1 i�i \ 1 ( ) I / ��-\ \ \ o
/i //// /// /i/ / \ \ ; �\,�I/I I I I //11/ll� r , T-��� =� /j' \\( gali %� \ 1 I I I 1 \ \ \ -�-- �// % , \ /
i \Il
/ / / /� /, �� 1 l / \ \�_/�/i // \ \II IIII I IIII tlTl \ \ \ I/`� , / / /i ��� �\ / / _ \ \ \
/ ,,/�/���//�i/,/� �\ \� /'��/>� /j 1 I III I, / 11 / �3�0�0, , 1 � ( ( //�� j I ( (I I III / / `1 // �\ �� l\ \ _ ��� / 11\ I I I' IN I I I l \ �\ / / / / / // \ \ / / \ \ \
/ IIII/ %/ ///, /// /,\\\ /// / \-/ �l \ 3 .0�/ \� �� /� \ I I I Il I \ // /� / / \ `
\ ry� 1 \� 1I<`\ '� I / / / / \I \ \\ �� / \IIII I IIII I I I \ \ I �-�\ / \ ` ( / / �til / \ / / / \-_ \
��„ / %' // ii IIII /i////.� \ ( I �/ / / �- �/ l I ) �� \ ^� - r� �r �' Al� ( I / \\ �i \ t I I I I I / / / \ \
/�/ o / rii///� \III 111 \11/�((/ \ \__�/�, 1 C11 / PHASE 4 ���� NI\_J)`l I (\ --)I � °\\r�11 \ �� �/ I I III I l // /�\ \ ( /mil 20� IIII \ / / _\ \ I 1
_// (,/////i // //ii' \\\\ \1 \ ��--� j�///tl CELL 4 �, ti �0 1 I \ \ \\\ I \ / �_� \ I I I j I I I \ I I IIII IIII I 1 \ �r /( _ \ \ ' \ / /
/�i^� •% //,/ / \ \�\\ \ \\\I \ \ \�\- - ///�1 i I / ( / I/ l/ i \\ / /� \ I 1 I I I I I )r / i \ % V //,/ \ \ l
j�//// % N 0 // \ ' \ \ \ \ J_ �� / 1) / 11 ✓ 10.04 ACRES A ' ����fJ/ / � I \ \\ 1 \\ \ �� �_-_- - \ Ill I 1 I I I I IJ/ y / _ � \ / ___ / '\ \ , / / � \ \ I ( I
�i/i/�/� 1 /, ///� 1 \\\ \\\\\ \ J rll \I (/\ \ < >> .i��^ / i I I Y \ j% I1 �'� � _-�=-�: 1 \IIII I111 I VI III I 111 /// ` \ \ /%� / �\ \ \ / III
i/i/�� IIII- 0/ %, / -\ '� �; \\\\ \� /ice � (l \ \ \\ I �� � -� ) �i- � _ I 1 \ \ \ -- �\ \ ( J I I I I ( I X IT // / \ /i 0 / \ m \ / / Ill
/ j%///%IIII ��i�/ 0 " / 1-1 ��� \\\\ \ \\\ — —�/��� i \ \ \ �7 L� ✓ �\ r �� I I JII �� �ii = \� I I l /r 1 / / \ / 6 / O I
// /// %�' SEDIMENT -`�. \\\\���i��///�/l 1 \ \ \ ��// \ -=� �\� I I \ \ —�r��ll _= �\ \ (IIII c / /�ij`i/ / ( \ / / /- - \ \
// //�// /� \ /� / y x _ = J CELL 2C =-���- \\\\\ \\I I I ill 1J ( / \\ // / / \ \ / ` \\\
/// j////�////i// BASIN \ \ �\ , ��i / �� \ I III „ J� �� ___ _� _ \�\�\ J I I I 11i r \\ ) �� / \
I lK/ ///,/IIII / Z , 13 �`� \\\� \\ ��' i/�\ `\ \\ \\\\ \ - __ I \ \, ''�� _ %z� � = =�__ \\\\\\\\\\\\\ r I I I I11 1 III I /' \ /// - \1 / // / 1 \ _--� ///�
=--__
// IIII //� i ��� ��\\\\ \\ \ \ �\ (�\ \ \ \ ----- I ) \ _r ,- - i -- J _ _-_ \ \ \ \ I I I I I I \\ 1 - ( / /` 1 `/ /
\ ( IIII / /i / \\ \\IIII , ���\\ \ \ \\- \Jfi ) / / /� \ �- �i; ,��_% �_- ----�\ \\\\\ 1\\\C� I o\\� 0 I I I \ / - / , \ ,/f I 1 /
/ // //�, /, / i �\\ 1 11 IIII I � \ \\\\ ,,�--_ _--- \ 1 / \ _„- _� - -_ --
1l„� %/i/�/� rxo \\ \ I I I)J)J )11/l�j` ���\\ \\\\ \ \---- I I . \ �_ !%�� - - -- \\ 11 \ \\ \,�\\w I I Ili I' �Ijll�\ - __ \ \ I \�� / I III I///// / /� //' � 1\ \ )111 / // // ), ,), , , \\ \\ \_-- - I I ) \ / / 0 _�� = \ \1\�, \c.,1 0\ I IIII \ - / I /� I
1 V / / I) 1 /l l llll�ii/,-� ��\1 \\ \ \----_ - \ l I 1 \ - .- -- c.►1 N 1 I I IIII \ I I - 1 I I I
I l // �i // / I II l �, /,1��/�___ \\�\�\ I \ ) >) �' / J 1 / / (1 ' o , i EXISTING _ to ii Il(II ll II IJ I IIII \\ — I I
/ / / 1 III �� -- \ �\� \ Il > _ / / / I /J ) (��/ /' I 1 ('` _.PHASE 2 �� '��\ \ Ill��l'Ijc.,1\o \ \\ \ 1\ 1 lIl l ) Alollloll \\ \ ` I /� \\ I I `�� /I- I I 1
'\ ///j/// //. /j / / ;// l/IIIII ✓ ��� �o\�\\ \ 1 1 -- r �I \ 1
,_� - / I \�\�a\ \\ PHASE 5 ! I 1 )) // //ti f l I 1, 6 �- x� _\\ \\\\ 1w 011'1 1� \ \ 1 \\ \ I^o \ \ /
/ %/�//�// / ((' (\ - p� /Ill I I( /= /� \\�\�. \) \\ \ I \ // /1 I I l I I (� - _,! = - � \\\\ w\ o�ll I1 \\\ \\'\ 111 \ Y II II IN1C 1 I / lj/ / \ \ / _ I
/ , / / // \\ /, 1 _ \ , / 1 / I I , I \ \ \ 1 I N \ , \ \
<> J/,'�',it,
�,, (/(/ / ( ( \ \ 33 -- / I � = �� �� \\\ \\ \\\ \�/ ) CELL 3 \ / / / I / I I �I III ��.o -_ ��\ \I \�I�\ol\ 1\ I \\1 1\ \ \ \1 I I / / �'\ / \ /.i/ \\�--� \ \ \ / \ \ ( 13.87 ACRES / / / 1 I I \ 1 0\ 1 \\ III ` I III I / \ I / I\/ I11(111(IIII(\\ \\ \\ / I1 �= ----\ \\ \\ \ \ >1 I
/ / \/h/ / II I I'` \ 1 II I 8�- =r=- 1\\lILA\A.. IIIII \ \\\\ 11\ 1i \ IIII I I I EXISTING , jl � I I � / \ , ) � (\ \\ \
II IIII \\ \\ \ \ _ _ / > \\\�� i / / /� \ O1 / I 111\\ I I II t tl 90 1� CELL 2B II II\ \ \ \1 I III) I �II 1 �l 11 I / \ l I I \J _ I I BASIN 2 / \1 i// IIII I \ \ \\\\ \ \\ \ // i- 320 _ \ l \ \ // / / // \ / l /,� IIII 1\ 1\�\\11111111 11 = _ _.� II \\\ Ill l\I \\\\ 1'II '1\ II I I �_ ,, I / I / ,/ 1
/�/I //41�\I ltll \.�\�\\\�\� \\\\1 �/ ��\�,_- \\' /, / �/1 I I Ill \\\\\�1 `�' ) /, / / /�/ / �� \ �(I I I I It I 1 1 11 l) 1 0 11� \11 11' \,I IIII I \ \ 1 I zs l I / / � / �\\ 1 ) I \ \I I
/ / \ / // I \\\ - / - / //// `\� \ / I I 111 1 \ \`� --_ \ I I I 111 111 \\\\ IIII IIII IIII I 111 I o/ \ Opi / � / / /, ((,I \\ J )1 / , \ /N/ , / ;� // I III \ \\\ /-- - \\ 1 I \ 1 I I 1 1( /, \\_\ )//%) _j/��f1�`/� \; \� \) I 1 /�/i//�II \ \\\\ (/ / / / / �,�/ / \_� II IIII \1111 \\\ \\\\�\\\\\\ \� � ( \\\� \\ \\1 II I I�111 1\\ 111 11 I II II , I I /l I if
/i �� / l
\ I//, \ 7 / l ( _- ///r/ ����� \ / / /i/, / ( / / / , /�/ /\_, �_-� ) 11 , \\\\�\ \ \ / \ \\ 1 \ \ \, 1 1 IIII I'll
II \I 1 I \ �i / / r I \))Il /�; /%% //�-1)w�\ \ \ \ / / III 11I I \ \\ \\\\\\\�\\�\�\ I \ \\\ \\ \ 1 \\ 1 I ll III III III IIIII \ I ll I \ (/ / / ,/ / \ I
/ -�_ \\ \ \ ( l / PHASE 5 III / //�// /a/ / /- - �/ 1 11 \\ \ \ \ '� \\ \\ \` 1 I l 1 I I I II \ III _ / // /� I -_)1 I 1 / l J j
I )
// ///� //,/ � _ �/; - \ \ \\ \\ �) I I rl / / / CELL 4 1 I //i/ /✓ / / / /\_ I I l II I I I 1\\I�\\\\\\ �\\\\\\\\\�\ \ \\\ I \\\\ \\\ \ \IIIII \II III I I il,t I I 11! \ // ) 1�// / / �/ \� / / / / /
IIII �ii/i, �i/i/� �� \ \ l I I / (l I / / // / /�� / o / I )1 I II \ \ \ \\ \ \\\ \\ III 1 I
/ // / / ( �� // PHASE 5 - \\ \ \ \ \ \ `\ \ \ \ \ \ 111 1 \\\ \ \ \I\ / \-- /I \ I /�^"JI //// �/ / - I �\ / \ / / / /
- /l/�llll/l// / ���// /�I 1 ( _ //� ����\ \ 10.13 ACRES // / //� --/ \ / / ( I \\ \ \\ \\\\\\\\\\\ \ , . I _ \\\\\ \ 111\ \\ \''li I I \ I tl / J I \ O(/ - / / / ,
_ / CELL 6 / \ 1 / I I I I I I I 1)l/ // / / I l\\\\\\ \ \\\\\\�\\\\\\\\ \ \ \ \ \\\ \\\ \1 \ 1 \\ I 111 \ I / / / �I \ /
//IIII III l // / l l I I /� / - _---!:�_ / I 1 I I , �, //�� / I // ( , �\\\\\\\ \\\ �\\\\\\\\\\\\ \�\ \ \ \ 1\\\ \ 11\\\I \\ \\\\\ 1 II 1 II I II II IIII( / ior, \\\ / / , 1 / ( / / /
/�// I / // // ( %< /- .6.15 ACRES - I I 1 1 / I I i l /�i/i ��-� / / i ) / I \ \ \\\ \\ \ \\\ \ \ i�\\ III \ 1 \ \ 1 \\\IIIII t 111\ 1 111 l I N 6 / / ( III \ I I 1 / /,� /
/(/// I ( ( / /�/�( ,,/� ---3 I III /( 1 Ill(( ��� ///�� // I'-1(//// ( I ���\\\�\�`\��\\\\\\\\\\\\\\�\\\\\� 111�\.\\\�111�\\\\\\\\\\I\\111111I111 li1\Illl IIII \jll I �1\I\\I\ �/� / \ U`� // //^\� I \ ��/ /� / /
II 1 l \\ - _ ,�,/ !� - \ 1 \ 1 /� //\ / \� \\\\ \ \\ \ \\\ t III 1 \\\\\\ \\\ , I II I II 11\I\, �I I \�\ 1\ \�_- / /� ///�o / -\ \ ( //
IIII' I \ _IIII// /„ //_ -III - /�_/ \((1 / / / \ \ \\ \\\\\\\\� Ilr� 1 \ 1 I \ 1 /
11II II I I \ �\\ - °// /, / / / \1 \\ \ I l�// -��-- �� 1_.. ,2 / / 1 \ \ \\\\\�,\ \1 \\\1 \1111111 1\I\\III\ �1,�1��\r �� Illll IIIII\I\\\\\\ \\\�\\11111t III\IIII\\\\\\ \ II ` 1 \\\\\�-- l c , //.ti \I / \ \\ / / I \� I I / I
I I /- / / IIII 11 / 1 I 1 /j \ \ \ I I I I I !� /--/ e / / / _ \ 1 I I 1{ `1 1 1 \i l \\ \\\\\\ I I \\ \ III \ \ \\\ \ \ �// �/ / �o I► / / l \ I / / i
II I I I I \ \ __/ //// I ( l ) \ \` \I \ ///// / /�� / s�� �� / / / 1 III 11(( / �� 1 III\ \ 1 \ \\III IIII \ 1\\ \\\ 1\\ \ \ \\, \ I / / // 'l \ /
I III I I - /// ' I IIIII \ \ \ \ \\ \I 1 \`\ / / - // I II f It (IIII'\ I I�' I I'1 r m \ I \IIII\ III , 11 \ \ 1 \\ \ \ 1 \ //� -�� 1 I f // I I I / 1 / /
I III \ --� / I I I \ \� `�// a �` / / �// I I 1 /Il III III I I I �r ��°2 I III 11 l\ 1 \IIIII II III 1 \\ 1 111\I\. \ 1 \� 1 \- 1 /i/ / / o �\\\ I (�\ /i I (/ / l l l l l
\ l // \\�_ ,�?o_� ) \ \\ \\\\�- / /� ,\� ter- \ ,�/ I I I IIIII I 1 \\ \ 1 1 \ \ / �27 \ J / J / / \ �__��� ////I II I111 \ \�__J // } I) I I� I I / / III I l I' I S�� a 1 I III IIII \ 11 \\\ \ I \\ \ / � //�/��\�\ \ I \ I/ I I /
\l) SEDIMENT ///l / ll I \ \\ \� _ _ // ) ,\ff�) �� � \\\ \ I /�/ 1 /l loll lIIJ/I111 IIII %\/IIIII /IIIII'II 1I/ d(� 11 I III I11II) II ��\\\I\ \ II \\ ✓ / / /� - \ \ / Il i / I
V 1\111� BASIN II(I /// / / I \ \`�-- -- (/ �-j_, �� �111\ �`// /j/ I I{ IIII IIII/Ill Ill/l11l llllll�jllllll �`�� III l \\\\ \\\111�11\\\\\I \) \ ///// / /�i� \\\\\J 1 \ I /\\� / / I \f
/ I I
IIII I 14 IIII I I C �_`3�0 \___-- 1�/��\r1L\ 1(�, / / ((//l/� /�ll/lll/lI/ l II/l I' ///))II' I CELL z4\\\\ \\\\\\\\\�\\\\\\111\\ Its,\\,i' �/ // /� \\\\\�\ ( ��/ ' / /
) I I ( _ _ --_ --- �-�J S -'/ ^� / / / I I/ I 1 / / / // / // / I'll i
\\ / I \ \__ \\ ---_ �� -, ��� �.w (��� h / / I l / l 111 / 1111, /l %IIIIIII II I �i I \ 11 1 \ 1 \\ I\\\I 1, / // // s \ 1 ) 1 / �_
/ 1 --_ �� / // / /// I II , I \\\I IIII 111\\\\\\\�\\ \ 1\ \11 , , ,� \\,,, \ \ I I / ,/
/ (t \ \\ �� \ (// ( \ 1\ - NO)
\ - 1- � _ �\ y,. �\l�)//N / /_ / 11 1/I / � l ;/� / lj /// l l X l I //lICI 111�\III I \ I 11\1 \\ / / \ \ / ) 1
-,/ II \ � \ \I\ -- / - \� f wJ/ / / /// / , /// // //// / / I/ I �. �))/III, I (IIIII II Ill I I II I l\ \\\ \\\\ \�� \I\ / /, /, �, \\\\\„ 1 , , l 1, 1( ,,
II r \J� / / / / I / / r1 \ III 11 / . \ \ \ I- //
\ 1) \ \ \ \ _ l \ \\\ \\ \ \�-soo- -_ - \/ �� l�r ��ff� ��fr / / , / //(/,,/,//
/// /III Ill I /� / /l �/' / IIII I I I I I I I ill lil \\ \ \\ IIII IIII / (/ /j�/// J\\\\\ \ \ I \ � r / ll_ \ I - ,-o /�j / / , /J lI l l l /% /I I l �, ,� l I I I I 1'61l�,I\ �/ \\\1 I J ,i) -� , �/ / , , \ \\ \ \ \\ \\ \\_ _�, ), , , \� < �� ��� � ( / I , I l l lI 1I I I /l r\ \ I , I (I I I1 1 �� III / /// / I l h
\\\\��\ \ \\- \ \ \ PHASE 5 / / J I r 1 �) \ 1 / / I loll ! // , l Il lI ((11� 1 I \ / / )
( J\\ \\ \-i' \ \\ ��� CELL 5 / / IIII ll l I / p \),,� -_ / l 11 III / I /\CELL 1E III I \ 1 IIII 1I / / /� EXISTING / / I)II ) / / - l ( ( // \/ /
\ ��� \ \ 7)1 \ / / % J-r \-�,,-->1� / 1 II // ////�// k2/4/I // / /// I./)ll Ill I / % / S, I� \\ /\ \ \ _26 I / \ % /r/ / / / / 1 f`/ l l 1 I III ,� / �I/ / \ /I / �% ll \ __- 10.68 ACRES/ / / / / / /%i' / r�� >I ' //l l l l / r /lll /' l I /1 l % l I 1 I / / / / BASIN 1 / of I / \ \ // / \ , / / �/ / � / 1 _ (� /i ) /%/° )I / / / I I I I ll //171 // l l l / l/ ll / �l l ll / l�/ 11� 11IIII / // �/ l / ry l- / I / I /' ( 1/ I \ 1
II l 1 l / / / �/I (��,��/i /, / l/ / // / (1 /� / 1 /� / I /ll IIII / l /l/ ll l/////j/ljlIll //�ll IllIIII /j/ ll 1II / / / / I / / ( / /
\ \ \ r I / / ' > // //�/ / / / / / / �ll l rL, , ( ��/, ( / ,// / 01 /, //// / %// /// / /////// // /// ////// / // ) IIII) \ ///// // �i�/ // ) \ / \ /
\ // l/ // � // ,// /, /// /, �/ /, , , \ C�/„ I I ! �,o .;I. /, / / / / / ////// �/ /��'//l/7'fi// / /,///// 0 \I r / / , ,� 1 , /
\ \\ \ \ ( / / C� /// / /i/ // // // / / // �� ) 1 � / / / ")1i")i o, I ,/// � / ////Ill // // // /i,/ //�/ Ill`(. ////� //�i/ ,/(� /l I \v/ /,
/i - i�( �� / // l /i ,-/icy o / / / // / / // //�/ / // // / /� 11'/ /� �\ 1 /
I I \ \\ _ -��1 \ 1. / I //I I I rI (I // / / // / ( / �// / / / / �/ / ' - �'�/ // /✓/////// / //` /// /// //// /// // / �/� `\\\ r / l ,� IIII/ ­/',
/ //� \S /� _ \ , /
\ \ __-� / II ( ( III I / // /� /, / �/ ii/- /// )/ / ���r �/ /�/ /,/,y0/ 00/// ' // / // / / / / / / / / ��i� / �✓j)/ / / ,
\ \\ I I l� ll / / / / / (II / / �// / / /� /, -// / /,�/�/�/i ��/�///////////�i.��/�j//� ' //i \ , � `\ //��//�/ I /\� �0/ 1 \/ /
\ I , /„ \ J) 1 I ► / / / // (fl , /( _ , , ��� % / / / , � /� //i/, , %� /l'o l ,'(l_/ /� //i/�// / / // // / / ,l \Y\ l � / _J / 2 L
\ �� ,- � /// / / /// / I l I ( / /_-�!/ � / A Y / l � �/j/j//�/ /ice /ii / / / � / / / / l// IIII // l / \ \\ >% �� %/IIII / �� /l
Ij , X / I , I , \ / ` l �,� I, / , , / / / /��% , �i���/, �- / , �., // // /// //-/ //�,/,�/,,�� �/, r /,' \ \�\ \� 1 /,/,,, ��!//� /(�- /�/ l // l
_ - r // / / / / / / 1 \\ �/ �/ f / �i� 10/ //// / / / %i/ i/" f- X� ,� �¢?�////////�� / //�///' %/ // / / /i //// /// ` \%\\ ��� \ \ '1=��' �r l // \ l / i
/�- / /�/ / //,� // / // / / (l\ \\ \\\\� // �� ��/ v, 'h �J / / / / / o/i // / / / l / IIII// / / r /i 1 \
/ / / ( \ \ PHASE 5 //// \ / �/ / / / �:! j �/ / 7 /j/ �`� //�0 0%y//� //// /// //// /��� �. /// - J��\>^^\��\�--„ /��`i ///�/ �- /l� 260 \ u�\ V:�,�/
/
/ / / / '/i // l \ \ \ \ \ \ \� ' ., / \ %j f / i ii,/ IIII / / / l \\ /.k / 0 // //// / // // / / /, / \ ///// / / / //
( ! / / / %/ I ` CELL 2 � // ,- /I / \ \ �/ / "" /, //� / // 1 r
I' / / / I \ \ \\ \\\ \�� /// / j/ �� \\\\ / / / / // /�//'��G/ /�/�%� ��//4k ii 0/ /// //IIII IIII, IIII/, /,\ \ I)o \ \ \�,�/// '/,/ ( l ( (/ /i/ � / \I
/ ( / \ / \\� / /� / / �� / /// /// / / _ / / I t // /%_
/ / 9.97 ACRES / // �\ /� /� //i \-\ // 9 / / / / / I Il, / 1 / / 1 \ / \ ROAD ( \\\\ \\ \\� ---- / / ��� , �/ ` /� /�' j ��% �%y///%// /� /�� % % j/��j i�j ;,116� /%��/��% /��/ / /// / /%- _-�I �\` ` `\ IIII/ / / \\\ - / / // / -3� /� / / i� „�. \ IIII / / IIII/ / �//\\
/-� \ \ \� - - / i / / / ��/ �� /�� ////�% IIII/ / /� / S 6 , G. / l /J 1 /� �/ /
� i I \ \ /�-�\\\ \\ \ �� �/- / _ - /i �l� I//� i 0/ /// / IIII / 5 5/j% / / �/�/11( / r//) \ ) �� \\\
\ \ \ I I I // / / / / - /�j/j// //,/� IIII- �// CELL 10 /, , h /p/,//�//// / / \ �(�( \\ �_/i/ // / \✓ / ( �s -
\� / \ %/ IIII // ( / / /i `h PHASE 5 / ��/ �� /CELL 1C / / IIII/ �j / IIII 1/// // //� 1/ "�// k / �/ // / / ` v// l \� / / ( > �1( \ ( ( \ `-
\ \\\ \\ \\ \\ \ / / \\ \ \\�_-if�J///�///�� , / CELL 1 /�/�-i���/�;/ �, IIII %IIII/ //� /�� I l l / IIII / /�'�/ IIII %/ / / . - _ /� �� ( / / l l / \
J ' \
\ \ \\ \\ \\ \\ \ 8 // \ \ // /// /j - / // - 16.10 ACRES // / /�-7 / %IIII/ /// / i l ll/ l ll l l// IIII //� //' / IIII l / ��\ \\ ///) ( / /// 1 ( /`� \��\ // �� \
\\\\�\\ \ \ \ \ \ \ � / //////jii//�� / / / /" , / /_ h' /�/ / ��,/� IIII / / / IIII /IIII /// // f /////��y`� /0�/�( // I / i%/l / ,� _ ) \\ ti �, / � � ((� (� i �0�,,,(� 0 \ �/ \ 1
\- \ \ \ \\\\ 1 I \-- �/ // // /� /� i I // /ii-�-� /�j/ IIII ��/;��7 // �`>�c /�/ l ( l� // 11/�ll�// /'/ f//�//il 'h/ l� 1%- 1L - \ �� \\ \ c(� ill `'�\ 1 /i \
" \ \ - \\\`� \ �= --� / /i / / /i I l�/ -300 -� / " ��/ , / / // //;�// �i/i // // ! ( �� �l I j / l , / / J f/ / //� /lo/ / / / /ii% 1)/ \ �_ �� /\ \ \ 1 \ \ 1 ) \ —/ \ �/
1 \ ,_-\\\\ \� \ 1 I ��� // �ii//i �// I l / / l / I / / s //i ///%��/�/// IIII, -�/ it/�II II/ /Ill l /// /// Ill ll t '/ o �/ �i / / /�� // \ \_i \ \ \ \ \ \ \ ,�/� p \ (� \� -
��\ \-- \ �-1 \��\-/ / //�// // �j) )1/l /////---- )I / I(� //� 5 /i,/ //i�/ii////�ii///� _//' Ill/II1l /// //�j/ //l /1////"�1�, /� //�// )///_ -\ \ -� I 1 '�\\\ /Gr 1 / \� r \ I
\l\ \ \ \ �_- \\ 1 / \-"'� �J�i �/i/��i /// / \ // l ' / II �\ \��\\ C �� �//r //i /IIII/ /i j/// EXISTING / /// IIII / 111l ll�// 11 / /�i// l//j,// / / / /// //��/ , )/ // '-i \ I \\ l� ((( \ c
I\�\\=�'/ /\ c� \\1 IIII 1 \ \ \_- � // /�i ii/ /i, i / /// / /�// --- f / / ( I I III '�-, , \ ) )/ I / I ����\ ((�/\� / ( PHASE 1 �-�� rll�ll / IIII ljl/ / Il/l/ IIII /�/ /IIII /J % I �/ /// /��i/!/ //////� / / I 1 / \\�� , \ I \l -� \ �\
\ -;�I \ 1 �� I II \ \ \ _ 1 I / /�j/j / / J / / // I ( \\ \ \\\\� 111 I \ \ /l I //� �1/l ////,IIII/ /l//� 6/ /// /�/ /// \ I .�)/ )�I , `% , t -) \) \/ \�
\\\���\\ ) <- \ 1 1 \. \ \� \ - / / //�� % / / / �/ /// 11t(�`\`� \ \\�\\\\\\\\ \\�\ \l`I\ �I��\\\\� \\ \\ \\\\ �J 11 IIII / %/�/j /�/ll�/// /�, //l ///�/% ////�// 1 /tip, / ////�� //�/// /� -\/ �\ �\ ( / / \ �(� / I ( I \�) )
\�__\ \�\�� ---�1\ \\\\ � \ _ \ � �; / / // / / / //�/ // \ ��\\ \�\ \\\\\\\ \\�\\\\ \\\ \\ \\��\\ \ ll/Illll l/ / / llllll l// / l II II/// // / % // / � .�/ /// %///� 1 I I I /� �� %/ J / _mil ' ram\
\\ \ Q\ I \�� l 1 \\\\tea --� \� _--%1 / / // / / / / / / / \\ \\ \\\\\ \\\ \ \ \ \\�\` \ \ \ r,�/,.//i//�i/ / (�// / / / / / I / / J J
\ - / IIII/ // / / / \ \� Ur \ \\\ \ \ \\\\ \\\ \\\ \\ \ I \ // // �j/r�1)I I IIII, /, /I ��/ )�// /90 ///�/ IIII// / ) L, , / / ) \� 1 // / 1
\ \ '\ \ , \ �r \�\\\\\ \- '/ / f / // /// / / / / \\ \ \\\ \ \\ \\\\\ \\\\\ \\ \\ \ \ 1 / /CELL 1B / / JII (/l // / / / / �, IIII/ �/ IIII// / / EXIST/NG III /J� / / / /
\\\��'\ ) \\\�- �-- // / / //�/// / /� v // / l/� / / - \ \\ ��\ \ \\ \\ \ \ \\ \ \ / / IIII /// /// // / /0 / /� / / CEMETERY► I l 1 (/)�, / �j//// / 1
\\\\\ \ \\ \ \ l \ 1I / II I 1 ( �l I \_- / /ii/j/i/, --,_ �� \\\ \\�� \\\\\�\ \\\\\ \�\ \ \ \ �c / ////// / / 5///// /// 1)(11 / / / 3 , ii _ I I\ \ (11/ \ ( /i,/_ /� \
\ \ \ \ \\ \ s 1 \ \\ \\11 I III III11(�\�\�-- /IIII/ / / 1 \\\\ \1 \ \\\\\\� \� \\� \ `�\ \\\ \\ \ \ \ \� / / // l IIII l l/ / / / �J t // / /iiii� o� / / / \_ / �/ �, �/ // /
-�� \ \� III \ - // / \ `\\ \ \ \ \` \`\`� \ `\/ /�llll� // ll ll l / o,. I / ( �__ \ \\ \\��-�� l \ \\\\\ \ \\\\\\. \\� _%//�i,/ \ \\�\� \\\�\\�� \��\`\�\��\\\�����\`�\\ // Ill ////�///////%lllllll/Ill/l/�/� , //�// ////��� /�'h, �/ ` III\ I I ��)1l)j))�\ ���V�/,iJ%�Ji ( //
\ �_ _ \ \ \ \\ �/ // / / l / / ll /l//i; // / ///// // / " I I 1 \ it 1( ( / /// l/^ 0
\ o� 1 \` \\\- �� /i-,\� `\ �� - _ �igi \ \\ \\ \\\\\\`�\ ��\�\��\\�\` \\\\\\\\ \� //j / Ill / /// / / /// / / / �j// / o / i \ I \ 1 \ I���)/ 11
�1 / / // 2 -
o - _ �. //� \�1\ \ __ i SEDIMENT \ \ \\ \ \\ \\\ \ \\\ \\\ \\\\ \\ /// / IIII /// / / // / l ll /l / y// /IIII/ / /// o/ / - V \ I ( // / \1 / / / r � �/ \., ��-.
- o= ___= __=�/-�\\ I \ \\\ \\\ \N`� `\\ \\\ \ \ // �/ // /// � ,/�l / // //� IIII - 1 I \ I 1 1 / /%/ / //< / \-/ /f �) / //
- _ _ -__� ��_�\\\\����� BASIN 1 / \\ \\\ \\\\\\\ \ \\\\\\\\\\\✓ �// / / // / / I \ I / / O /, / /
\\ - 15 \\\ \ \ \ \\ \\ �\\�\\\\\\ \\\\\\\\\ / / %% / /// / // �l / /%/ /// /l / ��// ;/ IIII/// //� / / / \ \ \ I 1 IIII! l �/_- t/_- / -" fj�/ __ /i,
-' _ - _ — --_ - \ �� - �� \ \\\\ \\� \\�\\�\ \\\\ \\\\\\� // //)/// l /////////// /� IIII/ / �l/'/ ✓ / \ I \ l 1 (1/ It , - I ,// " ;i/ //���;_
\ \\ --_ - - _ ) ` - 1 \\\ \\\ �\\\ \\ \\\ �\\� -�// ///�/l�/ l M,X/ IIII/ / A/// ////� / I I I \ \/ 111 jll / \ I )/) ( // / /(� / /
\ \ -,�__ -____ _ _� _ \ \ \ J \ l \ \\�\\\��� \\\\\\\�'/////////////////c///////// �� 1 ////�/ /��/ //// 1� l\ ( I I I 11(///1/� \ 1J \o /(( I( ".,//i/� C ��l
\ \ \\\-_ / _ _ j i�-- �� ��� r _ - _ _ \�\\ \\ \ \ \\ \\ \\ �\ - \\ // // IIII/ // / / / / / ///� / \ I l 1 / I 1 / / / // / \ ' \
�\ \ \ \\ ////�__- ,�i l \\\ \\ zz— - �\ � (� 1 ) J \\-- \�\\�\\�`� \ SCE[[ fA �/ /�ll l�ll�ljl ////�j/�/j l /� //%// ///////� ///�/ \\ /� 1 \ \ \ I \1 // 1((�/(( I\ \ y^ \�, )/) �, �` /�) II(� \
\\\ ��-/� / / \ \\ - - - `� �� \ / > \\\\\ \�/ // / / / / / // //� ///// , \�/ / 1 1 III \ \�� �/) _/ /C /// Ill �\
�`\\\ \ \\ /=- // /�/�/\\ ��_�- - -,--- \� �� \ \ - / \\\��\ \ \ \\ \\ \.� �\ / l // // / IIII / // 1 ( �, l I `/ r IIII// o �( \\ /
/ / \ \\\ \ \ // ///// / / / / I \ // I L/ / // �, I ( \ /
a \ \\ " / / / \ �`� - \ \� / ? l ) l \ \\ \��\\ - �\\\`�\\\\\\\\�i / /l,ll/ \ \ /
a B \\ \\ \ \--- �\ I / - ii l \\—�` _�J / / ^� ���_ �� \\ �� / \\ \\\ \\ \\\\\\\\\�\,� �/ / / / /`— / /— J / \ \ \ ) III 1 ) I I G \ \
\\ \ - \ _ , \��\� _ ) l \�\ \ \\\\ \\\� ///�r� /i�/�/;r�%�/41' i//iiii//� ���r/ �(�, I 1 \ \ Ill �/1 / / / \\��> / �`
\ \\\ `\`_ ) ' \ / / - -\_/ \L \ \\ / IIII// a�/� ` ^ - - / \ I (\ l� \ G/r I \
I / / // ----_ _ \ \\\ \\\ \\\ \\\-� //
\ \\\ \ �; ) / \\ �J \\��a ����\�I \`�\\ \\\ \\\\ \\� \\�\\\���j%/// AYXI�
II/ // /// v/ ��_ �/ �/ 1 W \ \ 1 \\ \ Ill\\51 \ \ (� )�/ \\ \ \ \ �
// _ \ \ \\ \ �\\ \ \ \\\ \\/ ///// �/ // --_-\ i / , o 1 \ 1 I 1 1 I \ \ \\ /
\�\\\—�')) 11 / / // /// \ \ \�� /-�_- i-��` - \\\ \\\\ \\ \� \\\�\/i'2 Jl� 9 �//oxg
////� II l ��/ \\\ / _ _ \ -c \ �, �I I 1 �� I 1 \ \ \\\
/ / / / IIII /// / \ _ \ \ - -- \ - � \\\ \\ \�\ \\\ \�\ \ , �,/, / / //� ' �i /// \\\\\ -_/ \ Z o \ �I ���� I IIII)/ l� 1 I
\ _ J / \ \ \\ \\ \�\\\\\\���u/�� j l\ \���j \\\\\ \ /// -// I \ \ I (� l) jl) \� �( I \ \\ i/Y Ill ��- ,,�= //�
\ _ _ _ / ` - EXIST/NG ACCESS ROAD' \ \ \ - 1 \\\\ / / ( / u/ r c, /� / \ \�\ \ / O J I I 7 ^ J /(((� \` //� l ✓ \ iiJ
I I I ((/ / / �j////j/ \\ \ / \ \ \\\ / / �\ I / / v (�� // 1 1 I \/
o I I " I / / / /III I 1 \ \ �� - �\ �� \1) l /� �\\\���\\\\\�� ' �j, / / // \ \\\1\ I I / I I '1 I �,'i ( I `�� j l�J ��/--\ /� /oA/
/ I I I / I 1 \ \ _ \\�\ \ \\ _ \ o/ o l o f / 1 0
IIII 1\\ I I1 I I TIA� I \ \ \ \ / --- -___ /ter. \ / ( �` \�_ // /� //////� / // ) w o �I 1 ( C�\)\(I OI 1 \(� \�� �1� 1�- 1 �\_-. l /i \ / / /- / /�� ��-/ \ ems\ / //���\ \ \\\\/// / /�/ /////// ( ( 1 I $1 ll �_ / J l\ \1 \ 1 \� �\ \ �/ // \ \J ���1 \ - I 1 I \\ \ s\ / j� 11 I11 \I III \\\1\ / \ ) ( / / \ \\ / / \, \\ter / / \ / / / \ 1 \�\ \ r \
\ \\I III 11 1 I\ I \ ! / / 114
) J i- / - \ / \\�� //I \\� �/ \ \ �r o / , �_/ / / \1 X \\ \\\\\\\� ( J // -'y �/
\ / �/ \ / - \ // / // _
\ 1 1\ I \ \ \I I I III / / / /' - \ o\\ /i J ��` " / l \ \\
I \ \ \ I I I I / / - I I / / / / / \ --- EXISTING RAILROAD ((/ 0 \ / , //i / ! \\ \\\ \�\ \ I 11�// \�
I \ I I I ! r �/ , / / \ I // \ \/ / \\ \\� \ J \ / / / -EXISTING LANDFILL �llrn I �� 1 / / f / \ 1 \ \ \\\ \ 1 ( �� , �\ ��/r /
\ 1 \ \ \ \ \ \ I 111 I I / t / / o GAS TREATMENT AREA \ / 1
\ i I r \ \ \ \ I 111 I I (l // - \ / /� EXISTING MAINTENANCE � / \ \ \\ r _- j \\ \ \\ 1 // t- _ _ -_�__ 1
\ . \ 1 \ 1, / I / \��) _ BUILDING // / \l( �\ � \ \ / I /� �l l
�\ \\\\\111 II111111\�� --% // ^\\ I \1 I --1�' �� _ '� \ I \ -'-> /' \� j ti.�� - __�\ \��
REFERENCE - �/ 1 I / / \ I - -----"/
-/_'\ \ - s• (-- -,, p \ l�' \- II � i / // \\ \ \ \ - \ l �` I l_I , __ ) \\ _
/ /'���
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED � �--- / \ \ — ) l- I lIl�ll -/ -, / / \/ \ \ \ < /�' L \\ v — -
o \ I I //// /) / I I I \ \ \ \ �\ \ \ c _ �� )�� % \I / / - \ I \\ \ \ \� \ �`7- �_�_ - \\(� �� /J / ,J
o AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006); DATE OF AERIAL I \ _� / / \ \ _ \ \ \ \ \ � / \ \\\\\ / = /J ) \ \ '" \\ \ c \\ / v'^>�
e PHOTOGRAPHY JANUARY 15, 2018. // � -\ \ \ \ \\', \ N/ \� / / -' \
-- 1 \\ \
I / \ \ \ \ \, \ \ �� /i \ 1� G I ,'I/ 1 i ��\ 1 \ \i 1) 1 \ `� I 1 I) ) 1 \ l I � _< -- \ ` / /
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED /� �ll� I I IIII �_-- / \ \-` \ \� \� �� / \�� J \ ( \ / /r I I t ( J /) I ( ) 1 I I 1 l I / \ \\ �") ( L
N FROM NC DOT GIS. - -_ IIII \ \ -/ \ \1_ \`/ \ \„_ \ ( \
\\ \ \ / IIII 1 / c _ l l I I \\ \
Ill (/ \ , I I / \�\/ 1
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. __ 1 1 I 1 I I \ \ ___ �\ \`_____ ---\ \ � -, \ - " oo\\ ��`'/ EX/STING LEACHATE I� I \ I 1 \ \�J / / I l I I l \ '-�� cI-) _ � -'-,-/ -I
/ I 1I \--_ \ \ \ // \ \ \ \\ \ 1 III \\ \ I \ \\ / / 1 I I I < ��,-
��\ 11 I I 1 --- /---\ I \ \� �\ �. STORAGE AREA 1 IIII ) )1 r__ I \ __, / / I I I \ -_
0 4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: \ I I
/ / I l L„� \\ __J '\ i / /- - _ _\\ ) __ ( ,1, \ \ ��� I I I (( \-------__ / ) I I I 1\ � \ `\
3710644500J, 3710644600J, 3710645500J, 3710645600J. I II 1 I (\ \�_-_--- \ \)\l I / / /- \ �\ \ \- \ I \\ \( J ��\ \ I Ill I I \ (\ \ \\ \ I i I\�_ --�_`- / II I I \\ , \\
7 1 6 1 5 1 4 1 3
LEGEND
PROPERTY LINE
— — — 300' PROPERTY BUFFER
EXISTING STREAMS
50' STREAM BUFFER
EXISTING WETLANDS
50' WETLANDS BUFFER
-, EXISTING MAJOR CONTOUR
-- EXISTING MINOR CONTOUR
EXISTING LEACHATE FORCEMAIN
- 100-YEAR FLOODPLAIN
PHASE LIMIT/EDGE OF LINER
INTERCELL LIMIT
PERIMETER ROAD
NORTH CAROLINA
BOARD OF EXAMINERS
SCALE IN FEET FOR ENGINEERS AND
SURVEYORS LICENSE
0 200 400 NO. C-3035
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
0
cc
U z
Mw o
I.L d
z Ir
OLu
cn
Lu
II o
w
0
Z
0
W
2
in
Q
1�U1
^
T
rA
�
N
�
Z
ti
*-
C
rA
o
N.
i
M
N
1
1
0
=
U
c
co
E
r- 4
Q
K 0
1
CIS
-
1
1
Li .�
U
Vi
m U
Q
'
I-§
1
1
E�
>
� g
.8
i�'1
M
0
N
,
o
;
a
c
0>
"
_E
PIP
0)
a
m
o
U
O
O
a)
T
•F-4
Q
U
Lc) Z
Q
WZZ
�
J
Qlo0
J
Z
aa
°C
O
J =
V
Q
J �
1:
vaZCC
a
Z�0
aJ�z
a
>. W
Z
Z
=
= W
O
W0W(.)
aVo
Z
0cccc
0
m
Z
<<<
U
=
m
n
m
U
Z
N
�
7-
Q
J
r
a
LV
mo
Z
Y
�_
Q
W
_
=
❑
U
o
o
CC
W
0
c
N
T
J
cc
w
m
w
O
a
`"IttloIplot 1,
,��Lv � UAIQg �
;' SEAL
;s
a-
039ru -
o
o
a
�Z-Z1'Ir ..
44 ib
'�qN a
'
DRAWING NO.:
ci 00
T. ,..
I' �
11 {iL�
;
SHEET 2 OF 30

7 4 3 2
Ul
cp 5r_ l
PZ5-18S 60 \ \\
280
NORTH 31 OUTLET A - \
//// / /_/ /// //// //ice -�'- �1 ����_ \� I.L
/ �.\ \ W U
6060
PERIMETER DITCH 14 28 2930
C4 C4 `L4'o �� �L�o C604 CULVERT 7 �\ \ OC
_ A ) 28 29 PERIMETER DITCH 16 z
C604 C604 o
\ INSTALL EROSION CONTROL 33 J /%j/�/�// �//\270 W
MATTING AT 3H.1V C605 ' PERIMETER DITCH 13 28
/ PERIMETER SLOPES TYP. I , / / / / /' o
/ ( / / /
1 �IC604 C604
/ \ CULVERT 6 30 iI I I / ( //// I 0
\\�\�\\ �I I I o PHASE 4 I I \ \ \ I I O�
/ C604 I ( /ry / ,
_ \\ I 34 1 I I i I i \ CELL 1 i\ \\\ \\\I I % / 2�p 28 29 PERIMETER DITCH 15
OUTLET B 31 -SI ROCK CHECK DAM ry 30p I I I I I I \ \ \ 1 1 / / /r 1 C604 C604
\ - C604 - TYPICAL C605 I I III / \ \ \ l \ 1 / / /
_ I I I 1 \\\\\ \ ��\ o31 OUTLET D MW-13s
C604
BASIN 12 23280 \ \
� 0 27� N
PZ5-16D
90 PZ5-15S
/ � r
04
4.;l N
CIS z N
2IZ
ti
\- � - - /— 1 p v o
\ / / PERIMETER DITCH 12 28 29 �- / \ I ZaD
C604 C604 o O PHASE 4 ,\\ \ \ �(�. 1 0a0) E
CELL 2 \\ \ Q o
j%// 100 1
30-
PREVIOUSLY PERMITTED PHASE 3 LEGEND � 1 1 � ? c �
\ — —
,�/� //// /„ /, / / / / PROPERTY LINE N
/�/gv/////�// / 10 / CD
v
,4�0 i �4� _-��� 00 S�� o / / 300' PROPERTY BUFFER '� a
` PERIMETER DITCH 11 28 29 ' / / // �o ,/ J���,- -\�\ / / EXISTING STREAMS CL
11 lI 0604 C604 �- i �\ \ / / 50' STREAM BUFFER a a
\\\� \_ U
— 300 -- EXISTING MAJOR CONTOUR O
SEEDING SCHEDULE PZ5-14S 7 J�IJ� j��l\ \ MW�15D O PZ5-27D O
I
/ \ /co PZ5-14D I I 1 /J lI C605 / .�� �o//BOO \I I I \ � JJI// / / l EXISTING MINOR CONTOUR '> cy)
I >
i� j� FM - EXISTING LEACHATE FORCEMAIN
1 //%/��-- 100 YEAR FLOODPLAIN
p 1 \ \ \ J/ ///��r o \�PHASE
1 � � � � MAJOR CONTOUR DGE OF LINER
�� \ I I C.)CULVER5 21 ((
PZ5 MINOR CONTOURC6Y�� \ Z
PERIMETER ROAD W Q
OUTLET B 31 w \ \ IN
�� \\ r'- / (((\ / r �\ �\ Z Z
/ 00 o N o \\\ \ \�/ / / \ \ r, —► PERIMETER DITCH V)
C604 ti �°' . No o \\ \\\ \ --\ �� \\ /
IPERIMETER 28 29 15 . \\\ \\\ \ fi \ \ \ / �- ' \\ \\ INTERCELL LIMIT O
DITCH 9 I \ ) / -- i� i ST CULVERT C604 C604 N \ \\\ PHASE 4 \1 / �/ �)\ / / / \\ \\i� Z (� Q
/ 28 29 �� CELL 3 j / j/��_ /
PERIMETER \\ \ \ � ® RIPRAP APRON O �
®PZ5-2S / / DITCH 10 J = V
// / PHASE 5 SHALLOW PIEZOMETER J
O \\ v P11 ®PZ5-6D PHASE 5 DEEP PIEZOMETER Q
\ \ V Z
�\,,/j;ERIMETER DITCH 8 28 29 \ \ \� \ / \�//� / \/ \\ �\ i - =_
SHALLOW MONITORING WELL 0
INSTALL EROSION CONTROL 33 2604 C604 �� —,i - __ ®MW-19S FOR PHASES 3 AND 4 J Z L,L O
MATTING AT 3H:1V I DEEP MONITORING WELL Z
®MW-15D
_/ /-- FOR PHASES 3 AND 4 J W
PERIMETER SLOPES (TYP.) C605 \\���\\\\\\�\ PZ5-13D y00 / / \ (� �p \/ 310 / j /
—/ .� ��— ) / — — _--------_' NOTES �
300 MW-16S / /I (� \ / / ///---------- \\ ~ Z
N a 0 �� o-/ 1. THE PHASE DIVISION LINES SHOWN ARE APPROXIMATE AND MAY VARY O =
CULVERT 4 30 60 \ \ r- 52 �) 0 / l �- = J / / \\ _ IN SIZE AND LOCATION TO SUIT FIELD CONDITIONS AND TIMING OF Z
�/�j�/'/j C604 `LSO boo \ \, \ _�c�0� �� / ��= % -> // /-------�\ \\ WASTE ACCEPTANCE. TEMPORARY INTERCELL BERMS MAY BE = W
_-__ / / ( CONSTRUCTED TO DIVIDE PHASES INTO SMALLER CELLS. THESE WILL O O
OUTLET A 31 _ �`b / J J \ / �- / / ///\� -\�!�� \ \ /,/ - BE INSTALLED AT THE DISCRETION OF ANSON COUNTY LANDFILL. W
C //�310� /�\�C a U
/ �/ // J C� I 2. REFER TO DRAWINGS C502-0503 FOR THE LANDFILL OPERATION C
/ �!1' / ( llI r ` L! \ / PLAN. Z (/� Z
310
O 0
3. REFER TO DRAWING C500 FOR THE FINAL COVER PLAN. W
L//i— —__ �/ -' � J� � _--,/j � \ i \ / / ;%,�i l \\ / / \�\ I (,�dc� - � m V)
j 1 7 1 / - �_ -�^ Jr /!//�- \ / 1 / \\I / ///- Ili ~ \� \J \ \\/j 4. REFER TO DRAWINGS C304 C305 & C400 FOR THE LEACHATE Z Z
IIII 1D �p0 - I \ //�I 1 / / \I\ / ��`� �\ I \ \ //� / COLLECTION PIPING PLAN INSIDE LINED AREAS AND LEACHATE
�./ '0,\ \ / / II / \ II I I I / \ 1 voo ell
/ \ \I \\ \ -\ j j i / / TRANSMISSION PLAN OUTSIDE LINED AREAS. = Q
� 5. REFER TO DRAWING C500 FOR THE LANDFILL GAS SYSTEM PLAN.
a PERIMETER DITCH 7 28 29 PZ5-12D / /�( / / / / / I ��� r�/` ��� �����\\� �� I 1r/ (1 I / / \\I \\1\l\ I \ \ �i� \ ✓ j�
6. REFER TO DRAWINGS C501 FOR THE PERMANENT EROSION, SEDIMENT
r PHASE 4 CELL 4 /�j, ��, AND STORMWATER CONTROL SYSTEM PLAN. N
\ \ \
¢, - o - _ 17�1 �`\1 `-"� ) �J ��� I I I \ \ \\\
}� \\ \ 1 �� \_ / 7. MONITORING WELL LOCATION INFORMATION PROVIDED BY CIVIL & o
00 �4�� �\ \ \ \ \ \ \ \ -� ///// / ) \ \ ,� �1II I�111 > /\\ \ ,/ �� ENVIRONMENTAL CONSULTANTS, INC IN THE DESIGN HYDROGEOLOGIC T
N \ \ I \ // l ` �) I REPORT DATED 2018.
111
\ A\ -/^ j 8. EXISTING MONITORING WELLS AND PIEZOMETERS LOCATED WITHIN THE
\ \� S /! I 1 / I \ �I I I \ \ \ I ( \ _ --- ��= - GRADING AREAS SHOWN THIS SHEET SHALL BE ABANDONED Z
\\I( ��� I I \ I\ ACCORDING TO THE PROCEDURE LISTED IN THE DESIGN a
/ --% HYDROGEOLOGIC REPORT 2018 BY CIVIL & ENVIRONMENTAL J
P/�SISE 2 a
— CONSULTANTS, INC.
Q `L o 90 - J� ii�/iNi/( \\ MW-17S \ o - �� \ \ 1 1 I I I \\ % -/Jco
� / zLu
tip— / ��
310 I I�I \ /��-- / a w
I -%- _ � PROTECTIVE (OPERATIONAL) COVER z:- o
lv'ATCHLINE SEE SHEET C301 FOR \\ \ \\ I I I I %_�%%ice GEOCOMPOSITE NORTH CAROLINA m o0 0
1211
_ — ! o
o M NTI — / DRAINAGE LAYER c�
O PZ5-1 1 D \\ \ C \ ---.- � � r
o PZ5-10D-R- oo \ \ I l� \ y '1 0 \ \ \ I , �j �' BOARD OF EXAMINERS m
\ \ \ SCALE IN FEET FOR ENGINEERS AND Lu
LA �I
o 100 200 SURVEYORS LICENSE LL 0° 3 D 90 - \ \ o — — — l `i/� — %j�� ��__,�� / // // / j // // / j // NO. C-3035 a u _ ��' /" w
p
I I j� 2- \ \ MATCHLINE SEE SHEET C301 FOR CONTINUATION N 0
I�/���li i / / I / I I `�iiL o I �II 1II \II, II, IIIIIIIIL (II\I�\1'1�,II 1.I��<`�o`�1�.I�1!1Ii►,I�X�r=�___g—�--_��--�'�—�__%'- _�----�- _ - \\//\ \\//\/\\ //\/ \/ \/\/\ //\/ \\ /\/\\ /\\\// :.•`a��.• Q`',�ti�+'L,�C��A��I�q,O
,
CiT•;-
w oPHASE 5 CONTOURSI r
REFERENCE I(ITHIS z
oCELL 3 >1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED 1
AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006); DATE OF AERIALT�Wjll
• :: w o
�FIL
PHOTOGRAPHY JANUARY 15, 2018. o a Q
IDAR TOPOGRAPHY2. LOUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED,li(x 039i14
A m
DRAWING NO.:
N FROM INC DOT GIS.�'�"f•���'I',�'' •��i'
DI `
BEFORE YOU G! C300
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. CALL 1-800-632-4949
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: LINER SYSTEM DRAD IND DEY N.C. ONE -CALL CENTER "' Ila
N 3710644500J, 3710644600J, 3710645500J, 3710645600J. IT'S THE LAWI SHEET 3 OF 30
a
8 1 7 6 - 4 3 1

e 4 3 2
o — MATCHL N ` MW-17S o\\\�\\ �, j \\\\ \�_--� LEGEND
\ EE C\ \ — 0
SHEET C300 I /� I 31 PROPERTY LINE
\ FOR CO
_
NTINUgTION \ i I\ \\ I i I \��'��ij� 300' PROPERTY BUFFER
\ PLO- 11D�
\ \\\ \ EXISTING STREAMS
1 I 1\ \ \
MATCHLINE SEE SHEET /'-
1 50' STREAM BUFFER
C300 FOR CONTINUATION
/ \
g0 \ (D EXISTING MAJOR CONTOUR
Oh� //� — �. I / _ _ — EXISTING MINOR CONTOUR
l l/ l/ (l%//�� / I 1 \ ((ll1\r — EXISTING LEACHATE FORCEMAIN 0V
PHASE 5 \ I o I II I I 100-YEAR FLOODPLIN
w o
CELL 3 cr11
0
/— PHASE LIMIT/EDGE OF LINER Z
O w
300 MAJOR CONTOUR N o
>
1 \ 11
1
I
MINOR CONTOURLu
300tIII 1II cc
III I PERIMETER ROAD
INSTALL EROSION CONTR
oo
TING AT 3H:1V OL
MATPZ5---- PERIMETER DITCH
zG
\\IPERIMETER SLOPES (TYP.)
/ I II III1IIII I \ I1I IIIII1 II\IIIIII\I 1I I\I\I\\ \\1\\ 1\1\
\ \\\\\\\\\\\
oW
2829 IVI I \\\ INTERCELL LIMIT
\\\ AlPERIMETER DITCH Al— sT CULVERT 60mOUTLET
//q1 \ \\ f PZ5-24D CELL MW-18SC60\\ \ \ \\ RIPRAP APRON23 EMERGENCY SPILIILuPHASE
EXIS
PHASE 5
C60/ 0 � ' \\ To RPZ5-2S
CELL 6 PHASE 2 N
\PHASE 5 SHALLOW PIEZOMETER
/ / o N \ \ PZ5-6D PHASE 5 DEEP PIEZOMETER 0
°' / /� I 0 \ \\\\\\\\\\\ \\\\�\�
PZ5-8D �///� I / , I _ / / / \\ \\\\\\\�\\\\\\\\\\\\\ ®MW-19S FOR SHAL PHLOW ASES 3 ANDG4WELL
\ \\\ \ \\\ \ \\\\\\\\
\ \ \ \\ \\ \ \ \ \ \ DEEP MONITORING WELL
/ ^ / /�/ FOR PHASES 3 AND 4
PZ5- // / // / / �/ ��� /i/ �° / \ \\ \ \ \ \ \\ ®MW-15D
min
310
S PZ5-7S `V 330 I I I I I I I 11/
o / // ' / I I I I I I I I / / / /III PROTECTIVE OPERATIONAL COVER
F MQ C\ (OPERATIONAL)
N
2
8 7
EMERGENCY SPILLWAY C603 �/ / /// o
// C�
PZ5-10D-R
INORTH1,,
/ ,
I I JX
/lil
r
OUTLET D 31mo
fBASIN 13 23 \�
/l/lI 11„Ij,,lllll I I ,
/lll'll1'I I,II IIII IIIII I I
PZ5-9D
PZ5-6D i/ / rn \ - // // \ i�
j / / / / / / / � I I / / / GEOCOMPOSITE
/ \ // l ` I ` (/ , / /�/ / / I/ / DRAINAGE LAYER
TOP OF SUBGRADE LAYER /--- l \ \ 310 (\ )
C600 (BASE LINER SYSTEM)//
PZ5-6S HDPE LINER %
,
///, /
_ / CLAY LINER /
PZ5-MW23D 0
_ o _ _ \ \ I f % / / CONTOURS
\ \ \ \ \ \\ \\ 30 �\ / J I I ` I//� / / J II I III 'Il /I / // / / THIS
PHASE 5%,/ I`1\\f/ I I I IIII
\\\ CELL
x
,II Il Il Il I�/lI / 1I1I
/ \/�\ \/�\ \/�\ \/�\ \/---PZ5-5D-
70 / � 1I
N %,
�o 7/a/� /' /) PZ5-5S, LINER SYSTEM \ \D/R�\ A\/D� \ I\ND\ \D E\
�Y
/�/
// /�//// ti i /— I/ / �/V // � / / /I 4 I I of
-- �/ /�� \ //// / /—� I I I I /�/ NOTES
PZ5-20D / / —/ / — ) /,' �/ // / / / / / / / �/ %j % )/ /�A/ /
j /// �/— — j \ / / // //� / / / 1. THE PHASE DIVISION LINES SHOWN ARE APPROXIMATE AND MAY VARY
PZ5-20S / / // / / I / / /j // // // / IN SIZE AND LOCATION TO SUIT FIELD CONDITIONS AND TIMING OF
I a= / / , I / I / / / --/// I /� // 310 \ // / / / /J -71 WASTE ACCEPTANCE. TEMPORARY INTERCELL BERMS MAY BE
MW-20S CONSTRUCTED TO DIVIDE PHASES INTO SMALLER CELLS. THESE WILL
BE INSTALLED AT THE DISCRETION OF ANSON COUNTY LANDFILL.
r PZ5-4D
I I I I I I % / l I �� / / / / / // i�i �i/ /�/i
INSTALL EROSION CONTROL 33A 33 / j / I I I 3p� // i / / / I �// r ��/ \ I/ /// // / / / /� / / /// / %// �// 2. REFER TO DRAWINGS C502-0503 FOR THE LANDFILL OPERATION
�> i i/
MATTING AT 3H:1V C605 C605 / / i ° PLAN.
PERIMETER SLOPES (TYP.)
310 /0/ / / \
1 // / / / / //ice/ / ��// /�% ��//� %�ii 3. REFER TO DRAWING C500 FOR THE FINAL COVER PLAN.
PHASE 5 / /
/ / / / / l / / \— / / / / / �i / / //�� / �/ / /ii ��/� // i 4. REFER TO DRAWINGS C304-C305 & C400 FOR THE LEACHATE
/ / CELL 2 / / —i �� //�//// // /� COLLECTION PIPING PLAN INSIDE LINED AREAS AND LEACHATE
TRANSMISSION PLAN OUTSIDE LINED AREAS.
5. REFER TO DRAWING C500 FOR THE LANDFILL GAS SYSTEM PLAN.
6. REFER TO DRAWING C501 FOR THE PERMANENT EROSION, SEDIMENT AND STORMWATER CONTROL SYSTEM PLAN.
D
28 29 \ \ \ — // / PHASE 5 / / / // / /� // / /// /// / �/ / / 7. MONITORING WELL LOCATION INFORMATION PROVIDED BY CIVIL &
PERIMETER DITCH 5 — — / / / / /' \ // / // / / // / �/ /�i/� / �/ I /// / / // // / / /�
/ \ \ \ \— / // / _i--- CELL 1 / / / / ENVIRONMENTAL CONSULTANTS, INC IN THE DESIGN HYDROGEOLOGIC
C604 C604 //� \\\ \\\\\\\ — / / // / / //' /� �' /I �� ii/i/ /iii�/ ///� //// //(�/ I I //%j� REPORT DATED 2018.
/ �i /// i ////
PZ5-2S-- / / / / / �/ / //// /��//�/iii //�� / —j f / // //// /// /
// /// / PZ5-1D� /////��
/ 8. EXISTING MONITORING WELLS AND PIEZOMETERS LOCATED WITHIN THE
GRADING AREAS SHOWN THIS SHEET SHALL BE ABANDONED
ACCORDING TO THE PROCEDURE LISTED IN THE DESIGN
EX/ST/NG - / // HYDROGEOLOGIC REPORT 2018 BY CIVIL & ENVIRONMENTAL
/_
// / / CONSULTANTS, INC.
\ PERIMETER ROAD 14 29p------- / �/ / //// l l l l/ / / // �300 l I I / /�l l '��/// / // //PHASE / l / / /
\ \� C60 / \ /
\ \ \� \ / / / - \ I I X \
\ — i/ I / //// / / / / /
/ /
—8D / \1<� � /
� l r I I 2 / 28 29 PER DITCH 3 300
ROCK CHECK DAM 34 6°
TYPICAL — 290 C604 C604 -- / / y ^� \\\\\\�\\\\\\\\ l)
C605 \ 300 � I � MW-8S
\\\\— 1 \ oo
�\ \ \ <\ I �, -- INSTALL EROSION CONTROL 33A 33
� \ \� \ � MATTING AT 3H:1V
C \\ \\�� C605 C605
/ PERIMETER SLOPES (TYP.)
�\ 28 29 CULVERT 2 PERIMETER DITCH 4
C604
\ \ I mu C604 \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \
OUTLET A 31 \\\\\\\ \ \\ \ \\ \\ \ \ \ \ \ \ \\ \ \ \
PERIMETER DITCH 2 28 29 28 29 PERIMETER DITC \ 1 \\\\ \ \\ \ \ \\ \ \\ \\\\\\ \ \\ \ \
G CULVERT 1 30
\\\\ \ \ \
EX/ST/NG ACCESS ROAD \ \ \ \ \\\ \\ \ \ \\ \ \ \ \ \\ \ \ \\ \ \\ \\
XXX\�\\ \ \ \ \\ \\\ \ \ \ \\ \ \ \\ \
31
;60
30
olllllA
2
C.i
�
T
coril
4.y��y
0
�
Z
ti
o
'y
O
i
�C
ti
M
N
U
U
�
�
Q
ViMU
0
� o
U
i
°
�
M
N
"''
W�
a
c
a
m
�►
U
0
0
C)
T
U
zaa°C
aJ�=
V
azo0
aJ�z
Q
-
�
WVWC�
a
Li') Z
Q
WaZ
J
a00
J
J =
V
0 Z
dW—
W
m
Z aZ
= W
=
O
Z
Z
c
OW(n
z�Z
Q
Q =
U
=
U
m
z
UD N
T.-
m
cJn
r
_ —_ —_— ______--- — /� // \\—\�\�290 _ \ \\\ \ \\ \ \\ \\ \\ \\\\ \\ \\\\ \ \ \ Q
o --- \ \\\\\\ \\ \ \\ \• J
---- - — ---- \� \ -1IL
�` 0 m o
Lu
OUTLET C ---- --- — — 2 \ \\ \ \�\\\\ \ \ \ Q
— — - 90 \ \ \ \ \\ \ � \ \ \\ \\ w
60 �� \ \\\ \� \\ \\\\ \ _
`-- :�/ / /�00
' /� // \\\ \ \�� �� OUTLET A 31 �_�\\ �, ` \ \ \ \\ \ \� \ NORTH CAROLINA m r c \ \\ \ \ \ \ SCALE IN FEET it
o - — — — — / \\ ��—\ �` �23 EMERGENCY SPILLWAY �o \\1\� _\ \\ r
^� \ \ �—\ \ \ \ \ BOARD OF EXAMINERS
BASIN 603\ \�\\\\\
w15 23 ENGINEERS AND LL r
— \ i� �\ 3 \ l \ \\ 0 100 200
\ I r \ C603 = \\ op —� \ \ \ \\ \\ \ 2
_
3 w
SURVEYORS LICENSE
/---------- oo NO. C-3035 a w
— --�\\\ tt'tti'L R
os.aQp•.
oREFERENCE w
3 1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED �� \�� \\ / �� \ -= \\ \ \\\ \ \\\ \ \ \ . !a " �'"� ¢ w
o AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006); DATE OF AERIAL \ \ \ ---- / / \ \ \ `30 \ \\ \ \\ \ \ ._ ;ir w o
PHOTOGRAPHY JANUARY 15, 2018. \ �\ ��� \� �—'i' — — — — 0 q�AL. o p
03soi21 11 <
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED
JZ DRAWING NO.:
N FROM NC DOT GIS. \\ \` /--�\ — —/ // --- `/i/ 1l \\�:y �''V •'�7 .`.
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. �� \��� ��—----�/ ----- -- / // \ \ ��\\�\ \ \�\�" BEFORE YOU DIG! '+,'%,''���••'''.�
\_/ CALL 1-800-632-4949 C301
`O 4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: —�� ��--'\ �— — ,/ ----- ,/ _ _/ \ ��\��\ \ �� \� N.C. ONE -CALL CENTER "' 1 Lw
N 3710644500J, 3710644600J, 3710645500J, 3710645600J. IT'S THE LAWI SHEET OF 30
a
8 7 6 5 4 1
L

6 4 2
Go 5r
-260
70-
NORTH
31 OUTLET
PERIMETER DITCH 14 28 29
C604 C604 �'j 0�° 30 CULVERT 7 \ 28 29 R DIT( PERIM
5- c6n
< ss \
INSTALL EROSION CONTROL 33��
MATTING AT 3H:1 V / I I //// /' / '' o
C605 ( PERIMETER DITCH 13 28 29 /
PERIMETER SLOPES (TYP.) \
\ 107/�/// 2604 C604
I
\ / CULVERT 6 30 �_J 1\I\\
?g\\ I j PHASE 4
I /
/,o Aso
CELL 1
28 29A\ IfDIT,
31
1
U
LU
o
;H 16
It
IL
\\
Z
�\
\\\\�
U
w
\\
W
o
w
0
U
Z
0
0
,H 15
OUTLET B - \ I III / / / / 30p I I \ \ / / �'� C604 C604 0
0
OUTLET D 31 /�. I I I \' \ \\ \\ \ \ \ "' \\ ����\ Lu El
,'x� �
BASIN 12 23 ��� ti \ I ` �` \ \ o
/ I \ z
H
9° Zg0
280 ~ n
// �%/ �/ �cP \ \gyp / \ \ / cm
/ \
PHASE 4 � Z ti
29 CELL 2 J \ \ / Z o
PERIMETER DITCH 12 28 29 0 C ~
/ C604 C604
// \ U00
Sop 2go / Q x U
ro
0 /, // / / i \
01
M
�I / / / �I m o
PERIMETER DITCH 11 28 29 ///� / ^o PREVIOUSLY PERMITTED PHASE 3 / / •� a a)
a.
`�\I/�0 37p \ 1�1 I ��� \ \ 1 I)�I(Il / AI U
LEGEND o
�00l�\jir o
I - - PROPERTY LINE
300' PROPERTY BUFFER
/ `L / o � // (
A' \
EXISTING STREAMS
�l 50' STREAM BUFFER
CULVERT 5\\ 1 \
�\
C604 /2 �-3oo-- EXISTING MAJOR CONTOUR
i 8 /i `� I \\ \\�� I J/ Z
31 / / \ EXISTING MINOR CONTOUR Lo
TLET 6
o \\���� ? / / I // ` \ \ FM EXISTING LEACHATE FORCEMAIN
W a Z_ Z
15 100-YEAR FLOODPLAIN J J
PERIMETER 28 29
/
j/DITCH 9 C604 C604 No $0 \\\\\ PHASE 41 \\\ \\ / \\\ �o /� � -PHASE LIMIT/EDGE OF LINER = � O
D I -/ / // CELL 3 i/ - \\ / \ \ �- �i 300 MAJOR CONTOUR Z a.a
%/ 'PERIMETER 28 29
/ ' C604 C604 MINOR CONTOUR O _ 1
DITCH 10 J V
/// PERIMETER ROAD J
310
PERIMETER DITCH 8 28 29 1 1 2 TOP OF CLAY LAYER
\ \ ��\, o —► PERIMETER DITCH O
o C600 C600 (BASE LINER SYSTEM) �� i� V Q Z
INSTALL EROSION CONTROL 33 \ `�\ C604 C604 \ \\`V // �� i /n / ���� ��\_ / INTERCELL LIMIT
J �
MATTING AT 3H:1V \\\\\ \\ \ �__ _ j a Z Z
ST CULVERT
PERIMETER SLOPES (TYP.) C605 \\\�\\\\\\\ / / �� Z
> `� / ��� o � '� ® RIPRAP APRON a J Z .+
NOTES Q W
300 l/ /
/ r- 320� I 2g0 /�� / I \\ =� j 1. CONTOURS SHOWN AS TOP OF CLAY LINER INSIDE THE CELL AREA.
/ // // CULVERT 4 30 6°
61
01/
OUTLET A
/ / \
'
(�
W
�310 Lu
a
c
^�, =� \ Z �
dC ��p��J \ \ \\/, PROTECTIVE (OPERATIONAL) COVER It
O O
`� W (i�
7
_� 7 GEOCOMPOSITE
/ly \I \ \ Z
310- \\ 11 / '� \\ \ \
(((/ �c '/= CONTOURS DRAINAGE LAYER Z a Q
w i . �✓ \ ( \) % l I (\ I / i ii THIS PLAN Q
` PERIMETER DITCH 7 28 29 // / / �/ / �� ( ^� _ 7 r� ,� \\ �� _ I 1 rl \ /k l \\ 1l ` \ \ / / / _
� / � � � �\\ ( \ / , (^� I\J �,�JS�\\C v � / \ 1 I \ \\1i\ \ \\ i \ ,✓
C604 C604 I I I / // \/ \� `i/ I \i—, PHASE
CELL 4
Io\ I \ \ 1 I \\ \\ // CLAY LINER / / o \\ _�/ j �'/ // I \\l > 1u / , ( / \ �i h ~/� I /I \� \J / III \\ 1 \ \ i//�/ �i / / / / / / /' N v z n cJi�
/ \ � 1 \\ N
\ \ \ \ \ / // / / _ < / - ail) J I = \ \ \�\\ /i 'i /
° �\ \ 11� / 1111✓r / \ \ / / / to
N / i�\ \ \\ \
/ \ �\\ �,�/ /III \ \ \\ �`_ �J/\ \� C/� II < �� II \ 1
EXISTING
N;� JLSL I II I I/I II IIIlI \ \\ \\��,—�I \'�%)►J/I � \ III I1 \ /--PHASE 2
Z
?90 310 Jj Q a
LINER SYSTEM DRA IN EY W Z uj
0 0 0 Z
MATCHLINESEE S ET \ \\��_ _= ____ = J _
03 FOR CONTINUA
\ \ '\ o �� ���:—/_�' %' i %—__— — %__—_--_-
O _ — �J /
_ _iii— i� �_ —' _ _i— INORTH —
o C3 NVATION \ \\ I W \ ( \ I -�i��— i,� _�——_—_==—_I ��� BOARD OF EXAMINERSLQ o
o \ \ 1 I—/-- --- J I T
N I ► ; ► I 1 III, ----IN
/ _/ SCALE IN FEET FOR ENGINEERS AND U � r
3 ° l l / -i _ \ _ /�_ �;�,/-- -- __, _ — _ SURVEYORS LICENSE m
/0 ^° 1 I ) I / // ��_ _ \ \ _\--- UL
MATCHLINE -
-/l% C303 FOR CONTINUATION i �"�—_ - — ` %�'��-_�� _ =— -- _--_� w
\ SEE SHEET —' _ — _ NO. C-3035
Lk Lu
IL
�1)�}X O
PHASE 5
CELL 310 I/ f^^ ` III I I► `IIIIIII, I,I'I I IIII I'IIIIIIII\I \I, I I II\II, I III \(�IX /','� =_—o� _-_�—_.�',�__-�_-__-- _--'�_—___ _-_- ___�_�— __-_ —�\\\\\,\`\ \I\ :..?�. CA
�, wREFERENCE ¢ °z o" •fi$&o••7.
-qv. U >1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED wAT 2-FT CONTOUR INTERVALS BY GPI (JOB N0. 18-006); DATE OF AERIAL w EAL
PHOTOGRAPHY JANUARY 15, 2018. Q
'Q 3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. N0N III1s,�2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED 30p I\IA )$"' v �
,•
,,
:;" DRAWI
NG NO.: NC DOT GIS. PHA��0—_�'•'g` ---�� V 11III IIII IIIII1 I _��,� \�� �— \ � \ \ \\ BEFORE YOU DIGI kW`.
\ CALL 1-800-632-4949 , 9N 1.C302
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: \\\VN.C. ONE -CALL CENTER
3710644500J, 3710644600J, 3710645500J, 3710645600J. \ \ \\ ITS THE LAWI SHEET o a Q
5 OF 3•
6 I 5 4 I 3 I I 1
i
i

\ \
\ / ./
5
4
3
ET C302FR
ICHLINESEE SHEi�f\
f
NTUATIONo
All
MATCHLINE SEE SHEET C302 FOR CONTINUATION
AM
PHASE5
CELL 3 ' 1II\/1iIIIIIIII 1I/IIIII II I\I/II I II ( I1 II\/II\II II IIIIIIIII(1
300\30 11
x/ INSTAL33 I IIIlIII
I 1III III1III�II1I IIIII \\I
PHASEHASE
2
L \
I;—
II�/11:II
I
'
i
I IIII I II (MATTING AT 3H:1V
G / 605
/ /III\11 PERIMETER SLOPES (TYP.)
\\\��/j/// /
PERIMETER DITCH 6 28 29
604 /
I\ \ /\J \IV \I � I1 I I \II II I I II1�1
f CELL 4
23 EMERGENCY SPILLWAY
PHASE 5 \ \ I I I I I -_ - // /'- / -//
CELL 6 / CA \ \ \ \ \ \
N
o 320 II IIII II
F 31p
I III oI-Q'i //11 l l \ / / \/—
i
BASIN 14 23 0
E C603 \
OUTLET g r3l
8 7
/ /
� NORTH
OUTLET D 31 ////
<IlijI l / /C604
/BASIN 13 23 \�
I C603
31 OUTLET D
i i0/,ji/Il i
,,JIIlI l III\ II\I\II
.
37
320
Jilll I I I I I I
�31017 / I IIII I111 1 III
�/ 11/ I /1III I
l / /,�to l / l 1,
N
30 M
CULVERT 3 I I /
�X/
310
J
N /
/ .1110" /
300 PHASE 5
INSTALL EROSION CONTROL 33A 33
j ELL 2
MATTING AT 3H:1V \ \ \
C605 C605 290 \ � ---- j�� 310 / / // iii // /
PERIMETER SLOPES (TYP.) \ \ - - \ \ \_ \ // / / // / / /// / ///X5 /i /j // /-7
�/�/
PERIMETER DITCH 5 28 29
PHASE 5 \ // /// / / /// ///i/��/i �/i //'�
/ - �//
\ 00
/ I \ C604 C604 3 CELL 1
� \ \ \\ \ \ \ ,\ •\ ,� � \\ \\ \\ \\\ \ - - �-7 / /// / / / � i / � �/// IIII //j/iii /��� / -7 / j/ ���//
\\ \ \ \\ �X/
il PHASE �1PERIMETER ROAD ------- 100 _300- i/�x///l/ /II/IIJ
/ / I
\ % I l \� ll� ////
28 29 PERIMETER DITCH 3 \ // // / \\ \\\\\\\\\ II Il % / IIII/// j/�/ / /// /////
C604 C604
�
\ l (I \2�0
o
INSTALL EROSION CONTROL 33A 33
a \ \ \/ \ \ \ \ \ \ \ \
MATTING AT 3H:1V C605
' > \ \
C605 \ \ \ \ \ \
N C \\ \�� �� /�PERIMETER SLOPES (TYP.)
28 29 _ \
\ \ \\ \\\ \ \ \ \\ \\ \ \ \ \ \ \ \\ \ \ \ \ \ \
CULVERT 2 30 \ \ \
PERIMETER DITCH 4 C604 C604 �__-- \\� / / 0 310
\ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \\ \ \\\ \ \ \ \ \
C604
OUTLET A PERIMETER DITCH 2 28 29 PERIMETER DITCH 1 \\ \\ \\\ \ \ \\\
a — \ \ �� \ �\ ► C604 C604 \ \ \ \\\ \ \ \ \ \ \ \\ \ \ \ \ \
\ \ \\ \ I C604 \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \ \ \ \ \
CULVERT 1 30
2604\ \\ \ \ \ \ \ \ \\ \ \ \
/ p EXISTING ACCESS ROAD \ \ \ \ \ \ \ \\ \ \ \ \ \ \
\\\A
NS,\
\ \\\\
0 '370,NX
- _ 270 ---__------- J�_ ' ' \\`�\\\
OUTLET C 31 3300 �� A
------ ---- ��=>_ ----- ��.2 C604 — — N
g \ \\ --� J _ -----_--- -- --_ �o
— - -28 OUTLET A 31
-- C604
BASIN 15 23
-- \ �� \\\\ \ \ �'\
60
23 EMERGENCY SPILLWAY
60
`� REFERENCE
\ \\
3 1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED �� \\ \ - / / // _ -��_� //
AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006); DATE OF AERIAL
PHOTOGRAPHY JANUARY 15, 2018. \ ���� \� \`-i i� ----- �-/ // //' �/
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED
N FROM NC DOT GIS.
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016.
O 4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
N 3710644500J, 3710644600J, 3710645500J, 3710645600J.
a
8 7 6 5 4
flj `J o
1127 00 / N 0 1 2 TOP
C600 C600 (BASE LINER SYSTEM) \ \\\ \ \I L>,l
'-'-� l, \ ,
i
\ \ PHASE 5
CELL 5
272
2
LEGEND
PROPERTY LINE
- -
—
300' PROPERTY BUFFER
EXISTING STREAMS
50' STREAM BUFFER
- - 300 --
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
FM
EXISTING LEACHATE FORCEMAIN
-
100-YEAR FLOODPLAIN BUFFER
-
PHASE LIMIT/EDGE OF LINER
MAJOR CONTOUR
300
MINOR CONTOUR
PERIMETER ROAD
— -----
PERIMETER DITCH
INTERCELL LIMIT
CULVERT
ST
®
RIPRAP APRON
NOTES
1. CONTOURS SHOWN AS TOP OF CLAY LINER INSIDE THE CELL AREA.
CONTOURS
THIS PLAN
PROTECTIVE (OPERATIONAL) COVER
GEOCOMPOSITE N
DRAINAGE LAYER
DPE IL NER/
CLAY LINER
\Ni\\'i\\'Vice\'i\\'i\\'i\ \'i\\'ice\'i\\"
LINER SYSTEM DRAG INO O EY
1
0
Ir
U
W o
Z
O 0
W
c o
0
0
U
Z
0
0
W
m
m
Lu
Q
N
0
v
�
T
ril
co
�
�
Z
ti
o
O
ti
m
M
N
1
U00E
U
o
ILL .S:
U
�
ViMU
�
'
M �
1
1
i
�
M
O
N
Y
o
"''
a
c
�
�
Q
t
W�
a
m
�►
U
0
0
o
T
U
Li) Z
Q
Waz
�
J
Q00
J
z
a a
°C
Q
O
—
0c�
J =
V
aJI==
UOzp�
azo0
Q0Z
Q
W
—
Z aZ
=
�
= W
O
W
a
C.)Lu
%J
Z �
Z
c
O
W
(n
Z�Z
Q
Q =
U
=
U
m
z
UD N
m
cJn
o
r
Q
a
cc
J
NORTH CAROLINA
J
SCALE IN FEET BOARD OF EXAMINERS
U
FOR ENGINEERS AND
LL
0 100 200 SURVEYORS LICENSE
O
NO. C-3035
a0
.•`�•�ti+L CA
air
• 039i14
�• •� � �
DRAWING NO.:
} m
mLu
o
Y
w
w
Cc U
O O
N TO
� II
W r
m
W
U
w
0
BEFORE YOU DIG!
CALL 1-800-632-4949 -�. C303
N.C. ONE -CALL CENTER e� N�T��
IT'S THE LAWI SHEET 6 OF 30
1
X

7 4 3 2
V,'165
26p ��o �270,z
NORTH '�%�'%�%/%�,i' ;;;;� — / 0 2� \, --
31 OUTLET A
\ -
PERIMETER DITCH 14 28 29 �\ U z
30 CULVERT 7\ \ 1 a
/� / C604 C604
// \
/i / �j/ / �_ C604 ) 28 29
PERIMETER DITCH 16 Z
0 w
N o
INSTALL EROSION CONTROL 33/�//�/ ��/ -♦\ \ I I - \ I \ �� -- \Lu
MATTING AT 3H:1V
PERIMETER SLOPES (TYP.)
C605 PERIMETER DITCH 13 28 29 / ♦ �� \ \ \
\ I i l / //// �,- o
"I10/ C604 C604
/ CULVERT 6 30 - J \ \\\�\\\ \ I I I / / / 0° / ' \ \ N ♦
PHASE 4 w
C604 m
DITCH 15 cn
IIII II( \ ♦\ \ \ \\ \ \/\ \\ \ I / �
C60wOUTLET B 31 300
Lu El
C604 0)
j°
OUTLET D
2a
BASIN 12 23 ��- `L \ I I I I I 0
C603 ! ao 0 I o \ \
2
g 1 \ \♦\♦\ \ 2-0
`\ go ` I.4 1.
r
/� $k \♦ \\ � CV
// / 2 ♦\ T/1 0o
cm
PHASE 4 l \ \♦\ / \/� p ti
�� CELL 2 cal\ \X♦\ / / / l I iCi ca N
\ / PERIMETER DITCH 12 28 2o
9 _ �. % \ I \♦ \ / 1 0 �j
C604 C604 = o ♦� �\ 290- _ / \ 1� \♦\ / / LEGEND 1 cn E
/ / //� �/ 3 \ - v rl Q U
\ / / / 00\ v -- _ _ - - PROPERTY LINE CIS _d cv ci
/ i%LEACHATE 48 j�� i��, \♦\ i�-- -- \ 111 LL
�
//�/ + \\♦\ -- 300' PROPERTY BUFFER N M a)
FORCEMAIN C70 \ ti C)
/jjj/' TRENCH c,\♦\
EXISTING STREAMS MC
\ / Dij� DINER SYSTEM 3 No 310\`�\ / �90 / 1
ANCHOR TRENCH C6OO " —� \ \♦\ �,\\ - — 50' STREAM BUFFER 1 M
- \ — '�� EXISTING MAJOR CONTOUR L c
/ / \♦ \ // •r1
\♦♦\ / a c
PERIMETER DITCH 11 28 29 /� /� �o ��/-_- 1 1 CELL DIVIDER BE \\♦\ / EXISTING MINOR CONTOUR ',
1 C604 C604 r �' ' -�/ \♦\ EXISTING LEACHATE FORCEMAIN a
E LEACHATE 38 ,_�yII II It( I / k� C60 \\\\N\\ I �p \♦♦\ �/ -o 100-YEAR FLOODPLAIN h+■1 U
CLEANOUT (TYP.) C700 I I I o0 3 \\\�I o / O�
1 )�/ �L PHASE LIMIT/EDGE OF LINER
1 LEACHATE 41 300 MAJOR CONTOUR •�
RISER (TYP.) C70
• rl
PREVIOUSLY PERMITTED PHASE 3 / MINOR CONTOUR U
VV\ -� PERIMETER ROAD
\ \ 1
� � PERIMETER DITCH
INTERCELL LIMIT C.)CULVERT 5 0
o /
S7 CULVERT
RIPRAP APRON Lu a Z
OUTLET B 31 oI (/� ZJ J LEACHATE COLLECTION PIPE AND CLEANOUT Q O O
IPERIMETER 28 29 \ \ / �� \ I \ ' l
Ij DITCH 9 C604 C604 N �p ////PHASE 4 \\� ��° / LEACHATE SUMP AND RISER Z a U
\ \ /� / CELL 3 / / LEACHATE FORCEMAIN 0 = V
�///�/PERIMETER 28 29 �\ / 310
/ ./, DITCH 10 C604 C604 0 �\ \\ \ �09' //i / J r _
/ o \ '\ /i/ /ii
_ / o NOTES V FL Z
1. CONTOURS SHOWN AS TOP OF PROTECTIVE COVER INSIDE THE CELL 0
PERIMETER DITCH 8 28 29 \ // , 1 AREA. SLOPES DEPICTED NUMERICALLY ARE PROVIDED ONLY FOR J Z W O
REFERENCE. 2604 C604 �90 \ �)\ `�� ///_ O
�� I / _ aQ�Z
INSTALL EROSION CONTROLr33
� \
MATTING AT 3H:1V C605 \\ �` \ \ \ / \� \�\JlI �\ ( /�- i 2. LEACHATE PIPE SLOPES VARY DEPENDING ON LINER CONTOURS. a J
PERIMETER SLOPES (TYP.) \\\\\\\\\ / Q W \\ jj/' ��/�/ - 8"0 SDR-11 ----- �' 3. ALL LEACHATE PIPING UPSTREAM OF SUMP TO BE PERFORATED.
HDPE LEACHATE PIPE --------//
300 T_YP-ICAL-----------
\ CC—
G
0 /
--------
M=I _-- r30CULVERT 4 CONTOURS
a ti - - ----- ---\ THIS PLAN
�W O
OUTLET A 31 ° \ \ // s,, �- / '-�PROTECTIVE (OPERATIONAL) LLI O \ \ COVER _
j/LEACHATE COLLECTION o � W V
N /// /�j/i C604 \� �L \ I / / C700/ PIPE (TYP.) ���/�\��C \\ \f- GEOCOMPOSITE N a (Z
r
10 OPERATIONAL DRAINAGE LAYER C
BERM (TYP.) ' � j j/�\\ I I �\\\\1 I \_ _ O
\
jj / m Z
31
N I 0
k° 37 LEACHATE /�// `•/ ��" _� \�( / I %J \ \\ o
COLLECTION SUMP / 1 3 ,� /� \� (( \ / �\ \ N
C700 AND RISER TYP. I I 0 (��\` / / \� J� r I\ \ ,
i PERIMETER DITCH 7 28 29 (TYP.) /// I o ��� ,� \� ��� /// �/ Ir/
o 'i C604 C604 �/ /,/ v ( / \ /�. �\ \ I, / j j \ \ I(�lil\ i \\ \� \� \ \ \ \ \ \ \ \ \� n m
\ / PHASE 4 I I �\ \ \ \ \ III \ 1 \/\/\/\/\/\/\/\/\/\ = m m
CELL 4 /// \�L� _ _ \ - //� I I \ \ / ( \ \ ( \\ \ \ \ \ .//\//\//\//\//\//\//\//\//\j V Z cn
/ �, � � \ / � �1 \\ Z r
/
/i I T /// loll 31 o ti \\ \\
\ - / �/ \\\\\\\\\�a.
Lj
J
// \\I( �� _ \ \\\ 1\PHASE 2
LINER SYSTEM DRAD IND DEY W
//�'/ \ \ J✓`// — --/l / i // __ __% jam= U m p B
J /ice \ _ c,,�� , 9 CELL LINER SYSTEM � - _- Y
/ --- c / z
o 290 //'/ \ //// \ \ - o \� C60 TIE-IN L_ �� _ =� W Q w
_ M HLINESE
NORTH CAROLINA
° LWAY \ E SHEET C305 F \\ \ \ / ;— ��__ _ �,�_— _=�� _= BOARD OF EXAMINERS U o
\ \ \\\ \ 1\ ` \� NU / \ \ \� /� I � .�-�j� ' _' '_— _�'_ _ SCALE IN FEET FOR ENGINEERS AND W N II
<—� > _= _ ---_ SURVEYORS LICENSE O Lu
m
\ / / _ _ _ o ,/ o _ _ _ r / / o�__ _ --!_—_// �,�_! _ %—_—_—_ �; NO. C-3035 a W
C ` /� — 3 I I / / CD / MATCHLINE SEE SHEET C305 FOR CONTINUATION
LL
%
`—I \ I\\I I\\I d � ..'•. �y`•SO
` •Q/''q►• IVN•Z�'C$�Tp&.'ip�ie G�b (�•�•'C•'+7•;.•`
•
`..
� a
�
c, >°REFERENCE PHASE 5 320 I \
1EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED CELL 3 0� w oAT 2-FT CONTOUR INTERVALS BY GPI (JOB N0. 18-006); DATE OF AERIAL �PHOTOGRAPHY JANUARY 15, 2018. � ��1 \ a
` DRAWING NO.:A 2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED
FROM NC DOT GIS. // o x
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. C60TIE-IN 49 CELL LINER SYSTEM
BEFORE YOU DIG!
CALL 1-800-632-4949
C300
O 4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: ` _-_ _-- \ -• �► s►`
N 3710644500J, 3710644600J, 3710645500J, 3710645600J. // / / I I \ C\ '/ /// / �► I \I III, I. II II II lil II Ii li I\III I II I1111� \I\\I\\\� I�\\\\�\\\\1\ \I\�\\\\\\� `� \ ��O !�— ��- ---\\\ 1\ `1\\\ \\\\\ \ N.C. ONE -CALL CENTER ��i i��►� SHEET OF /i 1 ,c _ 1 \ IT'S THE LAW! 7 30
8 6 5 4 3 1

8 7 5 4 3
LEGEND
290 C\ /��� /♦/ \ \ \ \� \ ` I \\ - - PROPERTY LINE
MATCHLINESEE SHEEr
I I
300' PROPERTY BUFFER
C304 F E_ERGENCY SPILRCONTI
60 / EXISTING STREAMS
01 50 STREAM BUFFER
/ <'� > �-
MATCHLINE SEE SHEET C30 R CONTINUATION \ �� / / / �_— EXISTING MAJOR CONTOUR
FOR
N IRITH o _ _ \ --
I IIII / / o ,� �\, /♦/ '� \ / � � — — � \ � � � �//i;= �_ __
I OUTLET D 31 / �/ / o / / //--- \ �`_� /, / 1 i —
/ \'- EXISTING MINOR CONTOUR
I IIII I I � � � � � � � • � / �/ / ' / I I I I / /�'/ /�'/ . �'/ %�� _ __ �; =, / /,/ � � I . , _ �_� _
EXISTING LEACHATE FORCEMAIN
J 11 IIII III/ lli� /'//,/ //////� ' //; / / i i � IIII II / /�/' �l— %// � -- '/ �\�� \ ,� � � � / � / I I�I I I►I I�� h/ —%__
\\\ 100-YEAR FLOODPLAIN
// / // I I I I II 1 // lI l / \\ \ // PHASE 5
I l Il I��_ " - /♦/ \�\\�/♦/ CELL 3 I I / I ( I I IIII1111\III((/
/l--_ _----- _=—_\—__ —\— 3o////// /,// ///,/,,♦ / // l\// \\\ I / \ \ /, /\/I � I\I \1 \I \\\\ \\ 1 \ \\� \ o \\ \\—� . /i/ /,//�', /i/�\/ /- - \ —\\—,���_\ /—�/ > I /// � /ii� / // �/9>/�l�/o1 ,J /, �/ S j ,/ //// // // / / /,/// ///\// �._� I ��\\I��� ' \ \/ �o \ -- -- , J/ //�/���/ � I\ �1 �/I I /I �� wo \` 'II I \I iI I II I I I � �IIIIIIIIII I1IIIII iI I1I �I+f II I
(��I II III 1 II II\II IIIIIIII.I1 I II\II 1
\
PHASE LIMIT/
EDG
E OF LINER °23 / MAJOR CONTOURC03 /, \ I�MINOR CONTOUR
�O/ CELL LINER SYSTEM PERIMETER ROAD IIi I I \ \ I \ \ \ 300 C60 TIE-IN
/'\ PERIMETER DITCH/
INSTATROL / /
MATTING AT 3H:1V G 60
PERIMETER SLOPES (TYP.) E/S(I INTERCELL LIMIT
PHASE 229PERIMETER DITCH 6 28 ST CULVERT
31 OUTLET DJ
PHASE 5 �/'/ //C604 -_ p /// // //^ \\\/�/ // / i �- \`\ _�_ -. \ /♦//,/ I I( l / / CJ / CELL 4
\\\-_-----
RIPRAP APRON
2EMERGENCY SPILLWAY
\\\\ \------------- OPERATIONAL BERM
PHASE 5 \`\\ 8"0 SDR-11 i �// \\ \\ \\ \.
�� �// /j CELL 6 \�\ HDPE LEACHATE PIPE I I I / 1• /, , / _--/ / �\ \ \\\ \ -� LEACHATE COLLECTION PIPE AND CLEANOUT
_71TYPICAL LA\\ \\\\\\\\\ \ LEACHATE SUMP AND RISER
31
LEACHATE FORCEMAIN
LEACHATE FORCEMAIN 48 \\�\ LEACHATE COLLECTIN I
\.\ \ \ NOTESTRENCH C70
C700 PIPE (TYP.)
310IIII - 'M 1. CONTOURS SHOWN AS TOP OF PROTECTIVE COVER INSIDE THE CELL
\`�\ / / I \�`\ /l ) oo /�/♦/ \ ��� M I I l y I (; I i AREA. SLOPES DEPICTED NUMERICALLY ARE PROVIDED ONLY FOR
\\ 330 REFERENCE.
cv �_ \� / / ^� \ / \
F III �260 �O -- - - \`\\ I \`�\ \ \ // / \� \ _ �L^ / ,^ _� )I` - /1\. I IIII I / I IIII / / 2 LEACHATE PIPE SLOPES VARY DEPENDING ON LINER CONTOURS
38 0
'7041
70 0
LEACHATE
280 C700 COLLECTION SUMP I_ \�\ \\ \ _ /// \ // \vim \ / I //� / / / I I 3. ALL LEACHATE PIPING UPSTREAM OF SUMP TO BE PERFORATED.
AND RISER (TYP.) CO\ F PROTECER1 2 /I V /
60(BASE LINER SYSTEM) 1
I
CONTOURS
�� THIS PLAN
/ I I / / / // / //// PROTECTIVE (OPERATIONAL) COVER
/ I GEOCOMPOSITE
�►I 17-7, \ I I I,, , I / / � / / DRAINAGE LAYER
\\ \ \\\ PHASE 5 — _\ \�X\ / / / / I I I I I I I I I III 11 �l / l l / /� / i
CELL 5 // j I / 111111\\ /� ♦ / / I I(I I I I II I I I I I 1 / l , // / /j //HDPE LINER /
CZ>
// //
CLAY LINE //N
\ / / /
BASIN 14
320603
/
OUTLETS r3l / / //� \\\ / \�\ \�\ �I//� � 1 � ��/ � \ / /•/II"'� I / I 1 //////////
�/// ///%J
/ /
C
/�/CELo
CULVERT 2 0 L DIVIDER BERM 10 OPERATIONALC04 0 BERM (TY//"6//
/
LINER /SYST/\E/M DR/\AD/\ I/ND\ /DEY
INSTALL EROSION CONTROL 33A 33 j
MATTING AT 3H:1V \\\ _� / / 11 / \` \ \\_i/// // / / o / �\ / / /�/ /
C605 C605 \�\ \�\ / / / / / c� \ \ / /
( ) \\ \� /�i/�ii/�iii�
PERIMETER SLOPES TYP.
PHASE 5
CELL 2 8 0 SDR
�\ - ��/� TYPICAL
\� � HDPE LEACHATE PIPE
300
/ / \ ♦ \` \/ / l
NIN
p
PERIMETER DITCH 5 28 29 / �,� \ \ \\ \ \ \- x \�\ /i / / / \��\ PHASE 5
/ 'L / \ \ CELL 104
--7__—_----� _ \ //�� ��� _ / I
�T/NG
,/
EXIS
PERIMETER ROAD 14 �9 \ //i/ / / / ♦ l l l / / / / 00 - \`�\ / / �// j _�/ l '-�/%� / 1 //�/ �� ����//ii% PHASE 1-'
�[ /
28 29 PERIMETER DITCH 3
C604 C604 I /-\ \ \ \ � / I I I \ \
/ \
\\ \\\ \ \ \ \ l \
\ 30
INSTALL EROSION CONTROL 33A 33
\`\\ ` u' \\\ \\\\\
MATTING AT 3H:1V C605 C605 "' / \` \\\\ \ \ \ \\f\ \ \ \ \ \ \ \
PERIMETER SLOPES (TYP.) \ / / / / `,o \ \ \ \\ \\\ \\ \ \ \\ \ \ \\\ \ \ \\ \\ \\ \ \ \\\ \ \ \ \ \ \
N \ \ \ \CULVERT 2 30 / / / \�\ \ \ \ \\\ \ \ \\ \\ \ \ \ \ \ \ \ \ \
28 29 \ \ �\ \ \ \ \ \ \ \ \ \\\ \ \\ \ \ \ \\\\ \ I
PERIMETER DITCH 4 \� \
28 29 PERIMETER DITCH 1 \ \ \\ \\\ \ \\ \ \\\ \\\\ \\ \ \ \ \
OUTLET A 31 PERIMETER DITCH 2 28 29 \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \
\ \ \\ \\\ \ \ \ \\ \ \ \
C604 \\ C604 C604 C604 C604 `` \ \ \\ \\ \\\ \\\ \
\�\
CULVERT 1 30
_ / o \EXISTING ACCESS ROADNX
\ \ \ \ \\
1
a
0
cc
U
w o
Z
O LLI
c o
0
0
U
Z
O
0
W
m
m
Lu El
a
O N
z
ICI
n
�
co
4.;l
N
�
Z ti
o
o
i M
M N
1
1 U
c
U00E
1
Q
L
o
11
�
._
U
ViMU
' M
1
i M
�
O
N
Y o
a c
� t
a
W
m
�►
U
O
0
T
U
� Z
Q
WaZ_
U)
J
moo
J
z
aa
UQ
°C
O
J =
V
aJ�=
UOz�
a
zo0
aJ�z
Q
W
m
Z
Z
=
= W
O
a.
a
()Lu
z�z
C
Occ
W(n
Z
Z
Q
Q =
U
=
U
m
Z
N
m
cJn
0
\ \
OUTLET D 31 300 \�`\ \IL
J
B OUTLET A 31 W } o B
\\ _/ -- --_ -r- -280- - zui
�� —C604 _ 2 \ y
L)
Lu
NORTH CAROLINA c c
_ \_ —_ � SCALE IN FEET BOARD OF EXAMINERS C r
l \ \\
BASIN 15 23 — \
\ �\ \ FOR ENGINEERS AND U m
C603 ~� \ \\ o W
SURVEYORS LICENSE w
\\��\\ . -3035 NOC w
� O
REFERENCE \
\ �'�� / ^\\� \ 23 EMERGENCY�� SPILLWAY 2
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED �\ \� \ / - --- -- \�_� \ C603 �� \ \ ���� �gt%CA/f0�[�+.,` m
a AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006); DATE OF AERIAL ^\\ \\ ��� ��^ \\ / ���� d `�.04OQ;'• • Swu_;y�p_ Zz o
o PHOTOGRAPHY JANUARY 15, 2018. \ \\ \ �� / \ \ \--= \�\ \ \ \ p e ;r v v >
O \ \ _ ' '• 0 2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED \ \ \\ _ _ _-----` _-` / / / / ��^^ \ \ \ ( ° o GEAL w F o IL
i FROM NC DOT GIS. '\ \\� \ �/� - J/ // // -` ----�� / - \ \�\\\\\ ( \ M S : ` • ' o o a / 039I14EL
q 3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. \ \ ��--�\�- / / �� / ,/ \\� \ \\ \ JZ'�'�l DRAWING NO.:
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: — BEFORE YOU DIGI + C305
3710644500J, 3710644600J, 3710645500J, 3710645600J. \�� -/ /�— `---_ ��' \ ��\�\\ \ \ CALL 1-800-632-4949
N.C. ONE CENTER
N
IT'S THE LAWI SHEET 8 of 30
R
8 7 6 5 4 1

7 1 1 5 1 4 1 3
/ / = �ii�%ii %-, �� -_ r'� / i ! / ��, \ i - \� \, ti / I `�\\ LEGEND
/ - - PROPERTY LINE
/ \ \ / / / / / 4" HDPE LEACHATE ` /� 82 0 2,0 260`2� ��\ � � \ \ \ \\ \\ \\ \\ \\\• — 300' PROPERTY BUFFER
\ / / CONVEYANCE PIPE (TYP.) \ o `V� �077; ;Jp ) \\�I/� \, \k \ \ \) \ \ �\, EXISTING STREAMS
__ \ \ \
/ �/ __/' 0) 2,0 l I \ 50' STREAM BUFFER
I /IIII//%%i j%�/ �� N ���� �,\ I r \ \ \
\ IN AND48 %�=� / Z/1;11� /ems �� �° `�� \�� a\\` 0 260 � / rl \\ \ o
/ \ DO \ ELECTRIC CE CONDUIT TATRENCH /Xi%/,//i �'% 2> R� �- ��� �\\ I / ) N 1 EXISTING MAJOR CONTOUR
NORTH \ C70/// / \� l \\ ° 1 /1 /J / EXISTING MINOR CONTOUR
/ \ � /1-' ///// ii o h
\ \ \ I �i' �6 10 �%, '� �� TIE-IN TO EXISTING LEACHATE FORCEMAIN / % '/ // � EXISTING LEACHATE FORCEMAIN
-� r o /
-� N,I, %\ i I i I I V 0 N PHASE 4 60 ry // `/ /' /' )
�b BASIN 10 I \ / / /-/ / EXISTING WETLANDS
/ � �� � \ / / � / ��o O � 0 3po � CELL 1 �\ � / ` �,,' / ,/_,- � -
��_ /�1'6,�p��� cv 280 , I \�\ // � // \\c_ 50' WETLANDS BUFFER
�O 2a tia 280 \I/ \ \ \ / / / ��� / I - 100-YEAR FLOODPLAIN
1/ / \ \ - /
/ BASIN 12 2 g0 290 j\ \ \\\ /
// / g°� 9� 2_0 \ I r/'N __j \ / // J/ I-,-
/ (I I j PHASE LIMIT/EDGE OF LINER
/� 2aA �' Gvo I 1 (\lv I) \ \ / � I--- \-1 \ _ / 300 MAJOR CONTOUR
Z \ /j/r/%��; o ap GoN1I I \\ 1 // o \�' I \ / / \ (
///,- 0 2 I III /I Q _ - MINOR CONTOUR
/ / e//// j//i ��<� / 1 I // \� / 1 (- PERIMETER ROAD
� /IIII /i /�__ � � I ) / r� / )/ �,__
)
/ iiiii O/ /ice �-
/ii�iii/ /IIII �, pp i / / /
� ////�iiOi/ii/i/i PHASE 4
v � �=v /,. � � PERIMETER DITCH
— /- *// //%//-/ - o `300
\ \ �j�j�//� j//,//; CELL 2 1p / I I\ J\ \\\ - INTERCELL LIMIT
l /// // IIII/ i 0 \
\ \ /o iii/� ii //, I N ti 1- \�� , X \
6 0 / %�� 3j0 v� �`�o / } \ % 5,�t I- `',
�iii� ti� ��019',-, i `� _ / oo // / ;/J / \�)\\\� i 1 /(n II r % \C� ) ST CULVERT
\ /// �// ( _\ / �- \ /\ \� (�I(� I�I/���� /� �� b ® RIPRAP APRON
l /IIII o �o _�lV _--
\ �_ IllIll////ii'//�ii� ���A\\� �o PERM/TTED--��'�r ��' \� ��L `� -S �l� III I/ �� 2 /
PREY/OUSLY \ _____________
I - \ ----------------
//� �o ,/��po 3 (� o , \ i�-� -�(\ I)� �)� \\ -OPERATIONAL BERM
///- co wi�•.�/,p �O >>)/ PHASE ,3 / ) \�/^ /i� \\ � I \� � _ 1)/�j "/
\ 1 '� ��.25 \\ \ \ i� \� / 0 LEACHATE COLLECTION PIPE AND CLEANOUT
\ `ti /// '� � 3 , -\\' 2 `Jo _I (- I ii ��- EXISTING \\ I� � -, \ \ - \tea -- \ - JI (\
II
0 �/ BASIN 3 11 \ " \ �'J� LEACHATE SUMP AND RISER
\
\ � //� - -�'\\ I I (' -J/ �1T \ I., \�,� \ \_\ FM — LEACHATE FORCEMAIN
/// /�IIII/ // °0 00 ��, Z:) o ��� \ // 1 11 \
/ii//i IIII/ I o o_
II %i9�; i%' /i/ Iu I \ 1111'N'�r j I /Z �' /
�� //i //" iW , \\�\ \ a� , I Ill ( \ IIII \ I // // � / J/ � Iz
\ J ( � _/ j i/�%////Z% NJ� PHASE 4 S� \\ �o ' \ I / _ /
//'Y" ///////i U, ;v CELL 3 / 310 \\ __ � �I III Jill
I1 I1 1 \ _-� i I III I I l I / / // /� \ -�
F I // //;////%/ o \/ /( \ o'\� \ ` II I L \� -
IZ \ \ ( // // \ o _ \ -- ✓ 'll Ijll IIII III \l J 7 \ /IIII I I ) / // / / �% \ __
i �o
\?// (Ij // (/
� / \� \ � _ - _ �� III 11 1 � �� \ l.- � / IIII J / /// /
F //�.\l \ 11 �1 II11 1 �90 // _- -- \i I IIII IIIIII L , % hijl>(J�\_- �/ ho�l I r ,l'/ / �l\ ,
///\� \ \ �\�� Zg0 /� ,�. �iC� \ III111111 �� '/�lI \ / ti il� i �� j j /-\� --�
/ -� ��� �` - -- I��Illlll\ Il I� \ �O11 \ \ /i // ��\\� ,,i 300 ---- _ / \ \ \ cam/ \ �_\ /// / / )
\ I 1 I \ \ \ v/ �\ I
� ./ / /ii / // - 0ti °'� ' 3t ` \�� c, --- \ - ; //��� �\ \\\ I11 II I I II I �\ / 11 /_— / / f
// / / o p o
/!/ , ,/iii= i `1 �° �0 3o W - / \ /i -----\ \\\ \ 1111111 `- \�\\� � //i--- ��� �' I
/-- / // / -_ ti o _' �J / ���%��/ � C� \ /,�� // I I �� 1\ \\\ \ I� I I IIII IIII �` `\ \ / I /1 / j��. 1 - ( /
/ice �/// /!/�-_ . /31 O o /� ( /1� fi/\ \ \\\ IIII �� �� \ �/ �/ I // J /
/i/11 ,ii /ii i'� I / /� �° a° // // 1 / ;%%�� �' I (� I J ( \\ </ // 1 /' -- \ \\\ IIII I I IIII III \ ��-�-- / ( / \� /-- II --
\ ; i//i��i%� \�� �� _ �\� -' \( / \_ J ti ,,�,�%-�\ \ / �� \ I\\ 1 I Il I I Ili> 11 `��\ \ \ \ -�--- N �/ /J 1 r //� I / /- \
I'll\ \ // \1 I II T \ I/- / //
/ / o , %/� C) N 3 0�0 /� /� 1 \ (I ,N I / / \I /� \\ \ %� / \ II IIII I I IIIIII 11 �I I \ \\ I r�'\ / �\ 1 ( / / ,p %�� \\ \� / / / -\,
���i \ \ III 1 I I \ \ \ �/ / l /--� � /
I-' /`�� ,tip` / BASIN 13 0 l l �� 1 I "' 1 / / \\( �1l\) \ \ - /��� ,\ 1 I I 111 111� I \ I / ^ / \ / �'� 1 /i// �\ \ \\/ / /
�'i/ ol/ /// iii, PHASE 4 //1 \\, \I I / (, °\\r� l\t \ �i �`_ l l I 1 IIIIII III ( I „� / / ( ��\, \ // o /// \ / /
j/ �J�(l ////i u' ) CELL 4 t \\ l 11 I \ 1 //i_\� \\ \ 2y / \ / /
v/ /�-,o//�// o \\ IIII\\ I \ \ III I \ ( //� \
��/ice/,_Nro o � 0 310 1 I \ \\ \\ \ _ I I I I I I III III I 1� 1r / ��,\ \
�/�/ �// -�''�� �i N 0 w I I j \ �\\1JI'l l \`,:,�_ 1 \ \ III III II�I �I IIII I 1(I� i/ \�\ \ /%-,' / � , \ \ /
/ / � o � \ II \---- - _=��\ 1\( ) IIII II( I Y)J 1 11 /// //� \-\ �_ ,, II _- \ cn \ // /'11
///%/i/ /// � U N ( �) I\ %-, — \\ \ II //i1 / _� ,1 �/ i \ � / 60/ / - o
1 % ,��///IIII II// /ii/ �,9 p 0 If 1 I 1 ' �JJ� - == \\ II II I (� �,j / ,-/_� -/ / ( \1 i 2/ / /- \ //
\ //�//i%iii/iii/. o �, _ I _-_ - \ \ 1 / I I ( 1 , /i
// /i / / \ � -J - ;- -- �\ IIII \\\ I I I I IIII I �J / �\ \�// / / _ \ \ \
/ —;/ � I I /
/// //i / / I 0 290 o I , 11 III �� Wiz_ - i = - _=,_-_ ��\\\\\\\� \\\\ III II 11 I I IIII III(/�� �/ \J \ / / / I 1 1 \ / /�\
/ / _ - _-/_,___ _ __ _ _= \ \\ \ \ I wl I 1 III II, 1 _ \
y I l // /////// /i, , p I , II lam, _ _ _ \\\\\\\\\\IIII (1 I I I II II IIIIf /�^\ (/�(- � 1 �\\I / / l 1 /--- //
/\ (( // / / o o ( �\l /-- - -- - - \ \ \\ 1 \ \ 0 I III 111 \ - - ---�
// /// //// // ,�� ,,, - %�- J �\\ \ \\\ IIII IIII o \\ I II III \\� - / \\\ \ \ /
- ;
l (11lI / // //, //� /�// o _o � I s /- �% _' - \\ \ 11 \ �\ w I o� I , I � IIII \ __ V \ l I \ /
��� )111I�( 1 �1 IIII ///� ;/i IIII/ 3� o o j �0� __: /- _ EXISTING = \\ \ I \\\ \\,\\\w\r\ I � I 'r 1 II IIII \ \ \ \ \ I \
II /// / /,/i o ,' "' \ %:%' - \\ 11 1 \\ 1 ►., ill \\ 1 I � I I /_
/ , / /: I _ ''_' _' _ PHASE 2 __�\ \\1 I I 1 I\ . 1 w Il ' I r I I I I \\ - �\ I �\ /
' ��II III l�/ // /"' /. / i�! Igo- - _ - 1\ 1 o III ll I I I I I I \\\ ` I \
�% i / / (' )' ° = ^�\\\ \1111111 I o\ o\\ 1\IIII \\ J I I 11 �NI ^ \�� / J I\ ` / �\
I / / ' '- ._ _ '- \ !1w w\\ \ \ \\ cl\ti rl� o '�. I '� J\ \ I vim'
PHASE 5 320 III II ( 0� - %- -/- - --_ \\ v, \ l / \ \ /
l I /ll //, �, 30 0 11 II II\ll I, 6 _- -%= ��\\ \ w\ olloll' I1\ \\\IIII 111 \ r I' I wI� I //// -_ � \ I
�� /1r1r111/ll' 0 0 CELL 3 rl
! l\IIIIIIII\I III ��_ - = _�\\I c,,\\�►\o I 1 \ \ 111 II I1i1./ I / l
_ - \ o�llo\ 1\\ \11 \\\ 1\ \ IIII \11 1 NI I I / / / I \� /-\
,/i,y Illl i/,, I I I IIII\ 1 III I 80= -,-_- __ == == \11'c.�\\o III l \ \\\ 1\ \1 \ 11 III I �I I IIII ✓ / ( / I I �
\ _ -_ LEACHATE FORCEMAIN AND 48 I ,I IIII IIII\\I111111111 s0- ___ == __—-_-=�10 \ o ,IIII II I\\ \ \ \I 1 III \ \\ 111 I II 11I III EXISTING )/ / I �/ / \
W I // ---- "� II BASIN 2 /l I / / M / i
ELECTRIC CONDUIT TRENCH 300 0 w No ' I II III II \\ \ 111 IIII I 00 = ---- _ _ 1,w� \ 111 \\II II II IIII Ill l l\I \ \\ I IIII 111 I I 1 I IIII II I I / l, I \
1 0�- _ I IIII I I \ 1 III IIII II IIIII aolll✓\ / / '� / �"\\ ) I
C70 30o M o III IIII IIII \II\ I\\11\I\\\\\ �Il l\`� \ '� _-_ �,- -\ \o�\\ \ \ 1111111111111 I I\ \\ 11111111 I II I I I IIII II IIII II \ I // // / / -_ 1 \ � �, 1 I /
I IIII \ 1111 IIII\\\ \\\\�\\ \\\\ \ ,.� (- \\� \\ \ IIII\ I II 111 \\\ 111 1 I I I II // I / \ /
�, %_� �� II 1 1\ \ ,\\\�\ \ \ ( \ \\ \ \ III III 1 1 II III II \I 1 III \ / / / / / /I
)� _ I I \ \IIII II \ \ \\\ \�\\ \\ \ \\\\1 I 111 I III II IIII I� IIIII lI I \1 / // / / \ ) ( ( /
�l //j/ iii%%/// PCELLE 4 III\ Illl l�\I I\\\\��� ����\��\�\\\\ ,� \\ \ I \ \\\\\\\\\\ 11I 11111 111I1 1111 I II IIIIII i, IIIIII !� // L / / / / "\ I � __� \ 1
I ///////„/// //_, / I ( z9� (III 111\ \ \ \\ \�,\\\\\\\\\\\� \\� \� \ I IIII\\ \\\11111 IIII \\ \\ \\II III I III I IIII IIII III I I III - \ \ 1 -- // / / / �-, \ /
/ ( PHASE 5 \\ \\ \\ \\� \ \ \\ \ I� \\ \ 1 \ \ 11 I II I II (lI , /I \ I /�',jI//// /'\ - / / / /
/ i / CELL s LA w \\ \ \\ \ \ \\\� IIII\\\ \\\\\\\\\\ \ I IIII\ IIII \1\ \I\\\ \\ \\\ \IIIIII I II I II 11I Il / \ i of / / \ l '
/ . \ \ \\ \\ \IIII\ \ \ 1 \ 1 \\ \\\ \\\ I II III I/ 1 /
11 % 3�0 .�\\�\�\� \��� \�\\\�\\\\\\\\\\\\\\\\\�J\\\\I III\\\ \IIII II �I�\\ IIII \ \I\ \1\I IIII Illl IIIIII 1�111�' VMII11/ l I Nip// \\\ I _ j /If
/(/� I \ \ \ \\ \ IIII\ \\\ I I \ 1 I I I�o/ J / ( �1.1i,
\ I I
1 \\\ \\ \\ \ \ \\ \\ IIII\ \\ 1� \ I _ I\II 1 IIII\ \IIII \ II\ II I I 11 I III\ / _ / \ ati / ^v r /^�J ' l
/ If (I o \\ \ \ \' \ \ \ \ \\\ \ \ \\\ I 1 I �� III 1 \\IIII\ \\ \\\ 1111 I II I IIII I11 1\ \\- - / / o i I \ \ �� / / \
\ II IIIII N \\�\\\\� IIII \\\1\1111111I\I\ III\II1111l\, ,\\ �� II11 1\II \\\�\\ \\\IIII I Ill
I\\\\ IIII III IIII,--1 , j / //21� I �� �_ \ \ // \ , \ ( I
1 I to 0 31 o O \ \ 1 1 I 1 I I 1 11 I (11 °��\ I I \ \ \ \\ \\ \ \II 1111 I1\\ \\\ \\\ 1 I\ \ I 1 �\\\\\\\\ \ '-, \ I / �/ \ � \ I c \ j \ ' l i
\. I�Ip' III I I I \ (j l ��1 I I II\ \1 \ \\I III 1 \ \IIII 11 \ /1r, / j/L� ���� \ I / �// \ l
1 o N �� I II (l\ / / / ► II I i ( Vh /(Jna, 1 111 ) IIII\ II III 11 \\\ \\ 1 ll \ \\ 1 \ \1 /\� \ ���( I (� // I I / ) /
D BASIN 14 N 60 0 "� "� 330 ) I I I /I 1 I I III' 'I'I I l I 1 111\�, �\ 1 IIIIII 1)11111 IIII IIII 11 \\\ \\III 111 \ \\ \ IIII\\ \- \ \ (///, / / - 270; �\\\ \ 1 ) ( \ // / 1 J / /
2 �° ) I/ l/ I/ I 1111 1 1 1 ll l I l l IIII //l r I 1 I I I 1 I S -r J� I I I I III 1 III I 1\ \ \\ I I \ 1, \\ // / /
6 2so I // / /// /III Ill I IIII IIII IIII / l 1 I I/ cl, I I 1 I 1 I III III III 1 \ \\\ I\ 11111111 IIII \I\ \\\ 1 \/ / / / I \ \\\ / 1 \� \ Il I , J r I
0 ) / / // /// /c 1 III III I ll 1 I IIII I I \\ \\\ \ \ 11 \ 11 \ \\ \I \ \ \ \ I 1 I / / / / /// \\ IIII\ / (^ << 1 \ / ,
\--, N l (/ /Ill//l/l// IIII l/Ill///l ,/ll l 11 11'1'I \ IIIIII I III III I\ \\\ \\\ \\\ \\\ \ \1 \\ \\ 11 \ / /// / // // \�\\-� I _\ \\ I \ I
/l I I IIII 1 \\ \ \\ 1\ 1�, I\ 11 \ / / �\ \\ ( /
Iji 0 II 11/ /// / // ll 111, ll II lI w /I I11llolI IIII IIII IIII I11\\ \\ \(j \\ \\ \� \\ ) 111�1111 // / j /i/ �s 11 \ / I // (It ` 32° r, / lI l(l/ IIII //j� j//l // //
/ / IIIIII/ l %( I Ilr/// I I I al II I I \\ 1 I II I I\\IIII \\\ 1\ \1 / j� / // \, I ` 1 \ -1 \\ /I
/ I I', ° / // Ill lull / /j///l l l /IIII l l Il IIII �I I ) /1 11 II III (II 11) I I I1 111\ \\\\ \\ \\� 1\ / / // �\\\\\ \ /
/ 29 M I 1 / ll / / /l / IIII l 1 II l / I / l IIII-\ 1 111 / / // nl Il/l I I I 111 III III )II 1 \\ \\ \I I101 \III �`7� , / // �/� \ \\\� \ \ \� I I - /
\ 1 1 0 320 /1 (I 1 (I l l l/ l I ll ll I IS l l/l I / // 111 III 1 III 111) \ �, 111 I I / // I/ / 1 \ \\ 1 i ) // r /
I /\ IIII\` PHASE 5 I III IIIIII /l 111 l l l / r l 11 I rll Ill/ /l // 11(11 I \ I ll Ill' �/ / / l ( (l l l 1 /l l l l l l l / 111I I I II I I Il 11 \\, 111111111 / ( // %/% /) \ I I l l �`�J l ( /
\ ( J \ `,moo = CELL 5 � o I I II Illl 'Ill 111 / /l// IIII l/I/ /r/ / \ I (I l/I IIII ///////// /// �I (/// /i / IIII I rl1 Illj // Il IIII IIII i I II I I / / // / //// EXISTING / / 11111 ,�-/ / / (��� v \
\ J / \ �' =s o �I)1 I III r II l 111 /Ill / l I l I I l l //ll ll l / // ll / ll 1 l / II 1 I V / / / // /
N M // �, I I III I I // //I /l /IIII IIII // l l / l // // / /Ill / l /ll // l /Ill l // / (I III \ / / /%/ B4siN 1 // T, I I / / I , �) \ / I
/ �1 ( / ( l o �! J l / 1,II�I / III 11( /// //// //// /// / / /%� //� //// l////�llllllvll/ v >) ///Ill //l /illllii �/ �// III I III t\/ / /// I/ ti// /' / / I , / ( /
/ \ \ \ ` N , 32o i / o/o/ l 1111111 � ///// / / /// / /// IIII/// // // G /// 1S/ / /// // / // / / ) I111 ) \ I//// // /// / > > /
\ 1 / N i / I //, , / I III / // / / / ,�/ I \I C / / -/ // / / \ \ 1 I
/ \ \ \ \ 3�0 ��i( �0//0'rl/// ///// /l/ l ll/ �/ // 11 // // /� //////���) i/////�/ ///// / r / 111( ,/, e// / ( //i /% I r I o )
\ 1 I o /// // / / / // / // //// / / / / / / /1/ / /// // / // // / \ \ � / / / \
/ / \ \\ \ .f% // / / >
// \ \\\\�I \ \ \ N / / /iii "l!"�//^�`'//60 0 'lIIII /�/ //�jll� /, /////�//�//�/ //////// /%///j//JJ )IA& /�///I/ / \\\ \ N r� /IIII// // / \\�� /J( ���/ / �� \ N o - // %%/ / //'h 1 0 ! / / // / (/ // /// // // / / // // /// /// / // l i / / / ///��i/, / / ��\\\ I /
I I \ \� \ / /I/ ,///// /% %// ^) y0 0 / / / /// /l IIII // //) /, / /// /// / / /// ///� (�///// �� �,\ \ / / / �/ // / "/ �i / /'
J \ \ \\\��__ ��i//i��/��//�, �y� / ��//�///� /�/////� // // //////////// /////////��� // /j// �� \ �1 \ //iii/i/� I /\-� 10��� ✓///
\N o / /i /iii /�//��//%�/ / // / l /// / /�/// /I A //////�//%//////////J��� /A/1 �\Y\\\ l � /// / %/ it ( /Z L�-
\ \ \ - - \� <., / /i /iii �i�I ,i,/////i-/// // ( o((((� �-'/ /// // l // / / / // // /// // // //r l / /// y ��\ ` --� ��ii / /� - / l l \
�� o �, �- /�i �i//ice/i/ii IIII/// �-Ik / ICI I ��-% �/ / , //// //// $/ / / / /// / // / \ \ \-�\//IIII%/,�// / / / \
o r- �i / �i �% // /i IIII/ /iii / , 1 ¢Z_ / //// / / // / // ////// /// /// // �/ // /// /// \%\ \ -1 —�� it IIII / r - // )1 Z /u// \,
- \ 310 / /�i //�i///� // /�(� \� 0// /i / /// // l / // / // / / \ -� IIII/% /> / / 1 /� \
N / /�///�//� �\\ PHASE 5 %���i//i ii///i/�// � i/� \\\�//10/ r/ / / l/l l // / / / / // /'� �\ -----/' //11 ,1,vl /// // // 260 \ l I >F
m I / / // / 29 300 CELL 2 �\ i� /ii�iiii/ice//w///iii �i //////i \��/. p� / 0//// // / //// // / / /// // / /// // / / \ `� ��I\ >" // / �/ �_ / l / -) ti /
I o IIIIII i ////i iii G/ /// / / ,, o�ii 0%//,%// /// ///Ill /// ll//////�/ / l / /C �� ) o \ \
N I I I / /// / / - ���_ /�//// /i/�/�/�/�� .y// �/i �_l \ ///ii/i/�9//0 IIII// // IIII/ / // ��/ ,� /�! /� \ \ \ /// / I� I)l/ 1 Ill// / l ^\ //.
o / / ( 3j ii /i/j�iii� // �///iii/i/� //�'- _ / !/ // / �9 // // % / // / / / / / / / / \ /%j/ / / I I I ( / c \
C / I I / / I o / / / / // / �� / � / / // // �0/� // // //// / // / / l \ ,`-��%� l / /// / �/ /
N I ( �, / 310 -tG� i - /i / % // /// / / / / I /� / // /i// // ?j/ 00 /%/ / //// / / / // / / / / I / ,/// _ - ��/ ^ \ ���\ / /
/ i�//�/i / /i Il � / / "J / / // / / / l 1 / IIII / /I( / ///) \ �
N / / \ \ \ 1 \ r III `" g0 PHASE 5 / ��� / i/ii//i/, >1 ." / IIII/%j/ j/ /ii ji 1 I I/ // / //�/� /%%%%%/�h///k0/%% % //� // / / / `l IIII �\ (�( \ �� i/ / / // Imo\ ti �\ )
/ I \ l 1 /- - %///� /
--- - CELL 1 �/ -ii ��%����/i//i (/ / ///j�j/// ///�// / I I // / / //// / / / / %/ // / / j//'h0 / Z ,%// / / / / \, /i/� ( '// ,�� / J / ( �1( \ ( 1
li — 00 �/ i� -�i- �'� �`i �i//�i/ %////� //� / .1 � i l/ / l / //// l l / /// //�////////' / /i / L�l -� i'/ \ \� - i i (��/ /// 1 1 ( Zv Q I � I // _/
\'_ PERIMETER ROAD /� ������-�- � /" j /%//%/�///// //J EXISTING /l 111 / l l 11 l l/ 0 ///////////// `V /0�// (�'/ I / /%/1 / _ - ��\� \\ � ;��17�\� (C �, / u C 0 \ //
�/ ii���/J �L�/�/i� ��/�ii�ii/ / / //( PHASE 1 � Gl/ (/((l / , l// //// // // /// IIII / // 1 //�/ /i ; /) \ -----' \ \(\ ( L 1Ls�� cr \ \ \ \ /i
a — 9 i� i / I- �/,/�//i// /// / // III ll / / !/ / / 'h/ l / / l /���- )/ \ , \
- \ T ° o / ��///� /// /-%-//�i//IIII/// l /�-- ✓%' !ll II II / I/I //// l/// //// ///////////1 f �jl /�'//lo /�l/ �/ /// / /��i�� l / /�\�_ _�i� /\ \ \ ` \ \\ \ \ \ 1 ) \\-�/ \
a ��� \�\ \ ---\� l� .(� 5 IIII IIII,; // /i// / / 9 I // // / /l IIII //"� 1�/ / /IIII/ \//// \ / \ I 1 \ \IIII / / //-- \\l / (�\�� r-\ I
\ \�\�\\ \ /%- �_--�� 2�0 0 �� l\< \\ ( (l/ /// / /i//////ice // / \�_�%/�l/ l/l///// IIII IIII %// /l/ l/ / /�% //l///////// // / / /// ////�/ >////%/- - ��` \ / \ I I �\\ mil_\l((� \\� �� \
1 \ I i 2go �, '� \\\\�\ \�\\ / �(/ I ��� \\ (( \ C /� ` \_'� l/ IIII // IIII Ill/ j// /lI l ll l/� //////// //l // I / /// ////�/ /////�✓ -� / I / I \\�, �� �) / \� /-- \ \
I_\ II\\�=,� \� I )` 111 \\ , �� \\\� \\\\\ 1 11 I\\ \\\ \ \ I / i l/ //// // li / / 6
/ \\\ \( \_ \ 1 1 o 0 3po \\ \ \ \ \\ \l\ IIII \\ IIII \\ \ l/ 111///// / 111 jl//j/ l /// /////////// 1 /� / /// ////�// IIII///, --\/- -�, I / \\ /( //I -) 1 -1
\ \ \ \ \ \ \ \ � \ � \\ \ \ \ \ \ \\\ \\ \ \ // /// / /// / // / // // / / ti/ , ////// ////// / / \ 1 / / ri"-- ( I ) \_l
o i �_ - ) \ \o� M \\\\ \\x I \, \ \ \ \\ \\ \ IIII/ / / ' (/ /// IIII/ /l/ // l / ,/ / // _i I I ( r / / I // J
���� `�\ \\ ���� �- IIII \o _ \ `1 0 \\ \ \ \ IIII\\ \\\\\ \\\ \ I \ // /// // /% j///� �ll)J I /Ill /////// Ill I /d// I/ / /90////j/ //////// 11 ) ( l��j'� I \r-1 // /
/ ��� \ �\ \\\ \ \- \ \\\ \\ \\ IIII\ IIII \ \ IIII \\ \\ \\ \ // /// l l l // / /// / IIII j l I ( Ill // // // / / �y IIII// IIII// // / EXISTING 111 I I / / / / /
�_ \^ \ \ \\ \\ l l ll l / /J I ( // / / / l �j// _/I `� �� ///_
\\�� _-\- 300 3�0 ` \\\ \\ IIII\\\ \IIII \\\ \\ \ \ \ \ \
\ \ \ / / I / / ///0 / /// / CEMETERY l f / / /
0j/ ///// 1 I \ ,-
\, / --\ �� �\ \�_ \� / \ �,- /" \ \ \ \ \\\ \ \ \ /// Ill/l%/ IIII IIII �l//%/ %/� ))( /l /l / l / \ / / //�,// /// /// � I I , � r1/Ifr � � _J / ( G
\ \\\ \ �� �\\\ \\ l� \ \\ / \�\ �\ IIII\\\ \ \ \\ \\\ \ \ \ \ / / // / // / / / / /� IO) /(/ / / / / // 'h / 0 /� // I l r \ \ /
Il I 2s \�\ ��\\\\\\\\ \IIII\ \ \\ \ /// y/ % /� //5i I / / // 3 / /// - \ 1 \/ //
\\ \\\ \ \�� 1 \ \\ \\ I I /II I II \\ \\ \\ \\\ \ \\ \IIII \\\,/ / /// l l r/ / // / 1\ I / IIII// ,, (+ ))� / / ` /,
/ �� � �\ \ \\ \ -� \ \ \\ \\\ I I \I \\\\\\\ \v \� \\,\ \\\\ \\ � IIII \ / //l/l/�l/Il l/l/ l////l/ �/lull /%l % �/JI / //// / ////�� ///00"/ / I 1 r I / \-\ �� (�� \ f// /-�/ >
\ \\ \ ____2sCz� \ \ I I \\ \ \ \ \ \ \ \\ \\\ \\ \ \ \ / /l/ // /// / // I I /l / /i // / ////// 'h /i
JI \ \\ � \ \ ��\ \ \ \\` � - \ \ J\ \\\�' ;' o \\ \ \ \ \ \ \ \\ \\\\ \\ � IIII /// //IIII // / /// // /// // // / /�// //// / //� // / - l I \ 1 ill1, � � / I I l
\ \ 9 \�\ �\ \\�\\\\\\\\\ IIII\\ \\\\�J/ IIII / //// %IIII/ �// IIII/ l/ l �I�/ /// /IIII/ //If / 1S II \ // / I 1 // /
3 _ l 0 \ I\ p�L 1 \` \�\-/ -'�i � \2g0 ` 290 3 0 IIII \�\\\�\\\\\\\\\ \\\ \\ \ \ /// / //// //// / /// / / // // // // 1 /// / ///// / // /, -� / // jlI L_. i �-- / //
a - _ �� __ //- �o N \\ \\ \\ \\\ \ IIII \�\ IIII\ �// IIII/ // / // /// // Ill / // // l // // / / / //j J _ 1 I \ 1 I �� 1 / l 1 1/1 /( -�
z _- 2so _- =-- = �- -,\ -2so "' \,\\\\\\ \\�\\ ��\\\\\\�\\\\\���� / //////�j//�� % ///�/�l/���///�/� ,I�/ /��//�///%%%�/, �//// �1 \ )-� \ I 1 1 /I 11/IIII//� /�/� \-/// /� Jl /��_
� - -_---- - / - v \ - 3 , \ \\ IIII\ \\� ����x \\��. \�S,�� ��\\`' //III I/ / // /// /l /// // // '�/�, /// ///// � 1/ /" / , I \ \ 1 I \ \ \ I Il l (1 I �„ /�-\-7�>� / //� /// l
a \ \ ^_ _� - _ -- ��_BASIN 15 00 \\ \\� -, �/// / //l /l/ / I t 11 l II II% l / / /// IIII/// l// i \ 1 \ \ I) ) (1// lI \ \ ) J/ / /j / / / //-
'�' B __ \\� � \�\ ��\ -- - - ems--_= =-_?80 -- � \\\\ \\� EXISTING ACCESS ROAD J //- /////IIII / l // l l/ / /// / / / / / \ I I l, \ �- /i // /�� �_
\��\\ \\ \ \�� - _ , %%=_==_=___ _ 8O -_ \� 2 \�,, /Ill lj/l//�l ///////�/j/ j/� // IIII / /// IIII l I I I \� Il /// \J�) I /)/�( i/ / j� // ('�;, //l
\\ \\ \ \\\ \ _ �- //---_��--- -- _=\ \ 2 90 '� \\ \`�`\��\\� �\\ \`�' / / / / / J ////// // i r \ \ I 1 \ \ I(/ 1
\ _ _ // /l/ // /// // / // / // 1IIII / / 1 I \ \ I \ / I t(I((�llj\ \\ y, 1 \ J ((1 /� / < IIII
\\ \\ \ / / - l \\\\ = z _ _ _ �Z so \\ � \�\����� \\ \\�/ IIIIII Ill Ill/ IIII/ //41"7,/ /////// ///�//�\\ / ) \ \ \ 1 I t J \ ( \ S )/) /�/ ) I (( /
o \\ \ \ \ 11 _',/ - / \ _ �\ \ \ \� / / / / / // / /,a� // / / I \ I. —If \ \ ii c i / / // I / r I I /
o \ IIII\ �\ \� _-_� / / -1 \�� _ -___ �� �'1� �o \\\,\���\\\������� \ �� „ ////�// /// /// ///� /////// /// / / 1 I \ \ ( I < )111� I 1 / f // / II\ 1
\ \\ \ \ _ / /- _ _ \\ \\ \ ��� \�� �\�-- /// / / // / / /j/// // l / l IIII/( / / / _- / / 310 \ I \ I I \ Ill I ��/i / I J = Li // /� \\ \`�-
� \ \\�\\ \� - / \�� -_�/ /-�- _\�300 �'\ , �� IIII\\\ \�\\� IIII \\ ��� //%/ j ���/�//////�//�/ �// (� \ / 1 w 1\ I\�� II 1� C \I / / c/ `\I \ \
/ / / IIII / / � , / \ \ I l I( \) \ ) ( / �i 1\ \\
c, \ \\ \ -- I / /i --' __ / / � - � - 1,30\ \ ll \ �\, \���\�� _ IIII //
/IIII IIII / \�/ L � � , J __ \ \ I \ III ) \ // \\
� \ \ \\�'-, ) ) /-/----_ - / >����\ ���\` 2 \\�\� ��\�\\\\� ��\\��\�����j%/////////�//// /// \�/ \\\( �-/ ��\ W \\ \\ I �\ Ill)\�( \Jl/ \ \ (off I )� \\\ \\
\ \-\� \// / IIII __ \ �✓ // _ ��-a \\ \w /, // /// / //I //�= -\\ (r /� \\
o \ \\ \_ / / / /�� -� \ ��_ 90 \\ \\ ��� �� ( / / / /�//// / // /--- \ / - \ o ", \\ \ I I 1 I )I (1 I \ l ) \ !/ \ \
o \ l / / //- �I �__ ---_ // / \ � �� ��\` \��\ \� �����\\�\��.� -ill ///////// / // IIII/// /III IIII/ IIII \I / \I-c > \\ III )I I \ \ \\�\
�� \> > ��/ IIII /i////�// /' 1 \\\ --_ // /-- ---� / - \ �3 \�\ \ � \� �i�//l////�/ �� // IIII IIII\\ - / i-\1 z \ o \ \\�I a\��� I Ijll)I� f-) I \ \ > I�� \\\
\ / IIII // // ///////// /�-_ \ \ ,_ -- IIII - --�/ \\ \00 0 \\� TIE-IN TO ////J///�/ // / ///// (1��� IIII\\ /// _/�-\ I 1 \ \ 11 ) Ill�))��11` ��� r j/Y 1 �_-_
\ -% / \�� \ \ EXISTING / / ////// // \ \\ / / > I I `, J�l I / -
/ / /// �� i _ i/// IIII /el�
/ IIII// 1�/� / �\\\ / Io) )I 1 �"/I (\ , \ /i
r / / / // / / �\ - - / i,_ I \\\ - �, LEACHATE /// \ //// / / \ IIII I / / v _f ���/i i\_ I \/�
I 1 I ((/ // //// //// /// \\ \ \ - /-- - /�� \\�. / //�\ \ 1 I 1 r , / /)) )�/--�
I I / / Ill ( �__ _ - �\�\\\\�j '-�J \_l 1 ` FORCEMAIN ij%//�//,- �/////// / / \ \\ \\ICI / I 1 I �� I I( I `�`/ / �l/
/ I I 1 / I I (l \ \ � _ J/// ////// / 1 / /
N I 1 I III I \ \ - /_ -�,� \ \\��� \�- > / `\ \\ \ / / ////// / / \ o / ( \ o Il \ 1(°
I I I 1 I / I I I I 1 I \\ ----- _ i --\_ / // / / / / / c.,\1., I S C�\ 1 o I (� �o \ \ 1^.��
h 1 , 1\ I I I \\�\ \I \ \ ) / - / \\ ����� \ / / /� ' `\ ��/ / / ////// ( 1 ( o oll�� �_ / f /� \l1"'\ \�`,, , �\ \ r/,-` \ \J ��
// �� - / / / STORAGE AREA I/ : � � \ - / / / 1 X
d ll
' � �/ i - �-� /^ \ ��- �� %/ / / `/ IIII EX/STING LEACHATE 1 �'o ,� I\\ � � // /\ 0 �\ \ 1--, :�-
������ � � � // \
REFERENCE\ - \ I i - \ / _ \ \\ // / \\ \ o /� ? \\\`-������ \ I /� -�
a I / / / / ���_� _- �\ // ( / I \\ / / / �/ \ , \ %//i \ / / �\� / \ ��- �\\�� \�\-� I �� Y \
0 1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED I / / / / \ -----\\�EX/ST/NG R4/LROAD \ \\ ((/ O \ \ / // /
�\ � �/ / \ , I \ III I-' 1 / / l s / \ \ � \ \ _\\ \\ �, ( ��!/
AT 2-FT CONTOUR INTERVALS BY GPI JOB N0. 18-006); DATE OF AERIAL , I I( / / / / - \--/ _ --� - �_ - \ \ \\ ,, / -i )/ I C) \\ \� ///(� \ \ I / \ / 111 I� / / �\ \ \\ r f- \\\ \ \ \ , )/,�_ / \
czs PHOTOGRAPHY JANUARY 15, ( -_ I J \ \ ' O I I / f--�/ \ \ \ \\\ \ \ C- J �1 \\ \ / __ 2
I / 1 ", \ \ \ \ \ J \ .1 \ \IIII 1 ( IIII / � / / \ \ / __ -
2018. / / I_ / \) 1 \ \ I \� ` ` �,� 0 �\ Illl l I \1 I _ IIII II / / ( / / \ c �� \ \ > )
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED I / / / ) I / / \ I \ \ \ __\- \���� r'--"_`� J \ ( \ \ \ 11 I) ( \l� \ /-> IIII I1 / / I l \ \ \ ��� \ \ \ (� \ I) /` -' y �----
a - �-\ / / �-- \ o\ 11 / / / / _
N FROM NC DOT GIS. / / _--\ I / / I / / - \ \ \ \ \� � \ )\\\ � I -'-- 1 �� / / / '\ I \ \ \ \ ( �j�'-� L_ \ v -r
L - ) \ `-, r �' Ill l _ L c
`O 3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. ' I l - I \ / i l / \ \ �� �� �, \ \ \ �p 1 / / / IIII \\/ / �' / \ N \\ < \
l / / I-- \ / I `-__ \ \ -\ \ \\� \ \ �0/ \ \ / / � / -� / \ ,,-/ i %�/ / i \ \ ) I o \ \\ \ ��_���\� 11-1 / �.4 r-
N 4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: I / / I I \ -�/ �� -\ �\ \ , � ��� \ \��� i/j�� \ � l / III\ r � � 1 " � r �� ) \ \ I 1 1 1 ) \ i \ � � - �� \
3710644500J, 3710644600J, 3710645500J, 3710645600J. Ill I 1 I \ \ \� \-` \\ \\-<- , \11 _ �,,//j% �' ��'� / IIII l / /// �__-\ l l ( \/J / r I r,) I 1 1 / 1 I r \ \����1)
IL
8 1 1 6 T 5 1 4 1 3
NORTH CAROLINA
BOARD OF EXAMINERS
SCALE IN FEET FOR ENGINEERS AND
SURVEYORS LICENSE
0 200 400 NO. C-3035
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
0
cc
U
W 0
cc a
Z 2_,
O U
cf)
uj
c o
w
0
0
Z
0
1
0
W
2
m
0
w
� �
Q R
N
O
z
6
�
I
n
4-._0
N
0
Z
cm
rl
4)
M
*III'
o
O
ti
i
m
M
N
1
1
=
U
c
U
E
10- 4
Q
i< 0
1
cd
°'
1 1
�i
U
0
ma
ViMU
-.�
Q)
'
M
§1
>c
��
6M
OYN1
o
;>
a
c
3-
PIP
a)
a
m
a
U
0
0
c)
T
OF -I
Q
C)
L!)
Z
Q
Waz
�
a00
J
J
z
aa
uQ
°C
0
—
'
J
=
V
aJ�=
UaMcr
a
z�
z
aJ�
Q
�
W
r
�
�
IIIIIIIIIIIIIIIIIIIIIIIIIIIII
Z
a
Z
=
=
W
O
WUWC)
a
Z
�
Z
c
OW(n
ZmZ
Q
Q
=
U
x
V
m
Z
r-
�
m
N
ZT
W
Z
Q
..
CO
m
o
B
>
W
�
U
W
0
U
Z
0
oc
c
o
II
U
N
�
II
W
�
w
2
r
Q
=
w
U
(U
w
0
,,11,,,,,,1,,,
• s
C pRi�`
.
a
W
0
r
.``p��
I.- Ill-,
1. ~.
Qzo
U
_ 1 •P
• :
W
U
U)
�
W
>
O
.Sim.
-
o
o
a
%12-2f'ii DRAWING NO.:
C000
gNT.e
'uLSp
SHEET 9 OF 30
1

7 6 5 4
X.
XX
NORTH//// // , = ,\\ \
/i��/'/ij/
_ � I
�Rz-
�/,/�//SIN 1123 C603\'�- IIII/// //Zy�/ � � // I I I I
111 _ 0�51
/ // /// / / / / \
�/ii �i�/� l l l I I/
SKIMMER 35 I
10 �
BASIN C605 \ II II I
INSTALL EROSION CONTROL 33 I l I\ 1
MATTING AT 3H:1V C605
\\\\�"PERIMETER SLOPES (TYP.)
/i�'/
PERIMETER DITCH 14 28 29Ul
F
au
0.
OUT
\ I
CULVERT 7 \ ^� �� l<\�� I \ \ / 260
I /
28 29 PERIMETER DITCH
C604 C604
/ I
I I
/I \I
\\ I I
3
h BASIN 10
2603cb
PHASE 4 I I \
�Ic\ \ \ I I CELL
28 29 PERIMETER DITCH 15
C604 C604 \
ill/v\
\ 1
_)
(I
I
000,
j IN
PREVIOUSLY PERMITTED PHASE 3Jr/`v
N I I \ / 1 - �%- /��\\\� �\ �/ I j IIIII (
N I I III / I �-� ,-- j % \ I\► VI IIIII I I s l I /
EXISTING BASIN 3
\
I 'I � Ire'
1 ( \ o > I \ \ 1
B
V
I
III II
I I
L'
-----
\ \ o \ L_-
------ _- � _
I I I I I I I I \\\.�_-_ , r/
h REFEREN-_-_-_--- ,, \ \ \\ \ \ \ 11 III 1 I III \ \ ���I \ \ / - / / / l I
_�
a 1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED --- EX/STING PHASE 2—
o AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS (IMC \\ \ \\\ \ \ I I III II I✓ \ \ \ \ // _ \ //j/ I / j
o JOB N0. 16030); DATE OF AERIAL PHOTOGRAPHY FEBRUARY 27, 2016.
i 2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED
A FROM NC DOT GIS.
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016.
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
0 3710644500J, 3710644600J, 3710645500J, 3710645600J.
7 6 5 4 3
2
LEGEND
PROPERTY LINE
— —
EXISTING STREAMS
50' STREAMS BUFFER
EXISTING WETLANDS
50' WETLANDS BUFFER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
100-YEAR FLOODPLAIN
PHASE LIMIT/EDGE OF LINER
MAJOR CONTOUR
300
MINOR CONTOUR
PERIMETER ROAD
— -----
PERIMETER DITCH
DOWNCHUTE
CULVERT
ST
®
RIPRAP APRON
NORTH CAROLINA
BOARD OF EXAMINERS
SCALE IN FEET FOR ENGINEERS AND
SURVEYORS LICENSE
0 2o0 400 NO. C-3035
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
U
w o
Z
O Lu
c o
0
0
U
Z
0
0
W
m
m
Lu
Q
N
C)
04
4-1-0N
�
Z
ti
~)o
oti
i
m
M
N
1
1
0
U00E
C
U
o
CIS
LML
�
ViMU
1
i
�
M
O
N
Y
o
a
c
�
t
Wa
a
m
�►
U
O
O
T
U
� Z
Q
WaZ_
U)
J
Q00
J
zaa°C
c.)
Q
O
J =
V
aJ�=
C�Oz�—
azo0
aJ�z
Q
W
—
m
Z
Z
=
�
= W
O
WVWC)
a
z�z
C
OW(n
zmz
Q=Q
U
2
V
'ar
Z
)
m
N
r
Q
a
Q
}
m
m
o
Lu
Y
B
W
�
z
U
W
Q
�
U
0
o
0
O
o
N
0
II
n
Ix
cc
w
m
2
r
Lu
m
o
~.
U
•
SEALw
U
U)
U
W
>
O
039114 -
in
a
DRAWING NO.:
cool' of Ila,�'`�
SHEET 10 OF 30

5 3
(51
0 5'
LEACHATE FORCEMAIN AND
ELECTRIC CONDUIT TRENCH %//// /// % ; I \\ ( I ✓ N
NORTH / - � //„/// ��, � ��,t o / I
l/��///�i//ice o v �`' /
/ =250 III'r� ,ryoj% 300 ^�b BASIN 10
/ BASIN 12 2�0 2$ 9° \\\�\\ (\ / \\\\ ! / j 1 /
FINAL COVER ANCHOR TRENCH 7
\\ AND LINER TERMINATION
BARREL SUMP AND 50 �0
CLEANOUT CONNECTION C70 / ,� �1 �0 , 0' / �� ✓ \\\ / )
iV ti 40r
g n l \ \ CLOSURE SYSTEM RISER 43
\ PIPE PENETRATION (TYP.) C701 ! ) �p0 1._
2ly�p0 '� II I fir 1 \ N�
lo
w/ �90 TOP OF FINAL covER'F 5 6
7Y (CAP SYSTEM)
F
F
� _/ � / � � � - �, � • / 1111�II�jll11�� � \ `� � J`� \��� � i ��� �i l � r � /
WWI
LANDFILL
TYPICAL
BASIN 13 / \ 5go I�I� 1� I I \ I //
IV\\\\ \ l/o/
r (lj/\ \ ( o
PHASE 2
4)
E
(TYP.)
300Am
0
/ / h I w N o 0 0 o o ✓ I I ?s 'l I✓ \ / / /
I \ \`1 0 cn�
\\ V1
qv\ _ I o00o I1 II O/ 11
(/ ✓ rn
I % �j� L1 11�/ / /
1 ///�' • '//s�op�H
/ --j
r� � � �� - (�-p ♦ \ 'll
v
S60
BASIN 14 LN
D PHASE
�. sso / 11\ I IIII\\11 / / / /s\�\\ !
//\I\\��\`� I Iljlllllllll 7I >
\
/cr
�,.,
//
aw
X////
hoe
PERIMETER ROAD
f/; °
�-
/ Ew-z2,//
Az
0 3//// // / ll /// //// //j / / / 1 I /ti/ / ///
So �lllll / /ll l (I l�/ //////`'//�
\ -—j ) �\\\\ 60 — \ "' 340 ,//�%/ / //�// ll/ ��Il l//l/ l �j�/////j/ /1 I 00 // '%// EX/SnNG
t r \)\\`\` \ `30 33o EX/STING / l ��/ //%�lf// jl )II/�%////// /� / , 1, j0.//�/ j / CEMETERY'
t I I / \�\ \\a \ \ \ _ \ 0 31 PHASE 1 l/ll / // // ( / / I / 0 /
10
\
go
X/z �i/�1Il/1rll I ��
BASIN 15 30 \\\\ / !
° \ \ \\\ \\�/// /// // ,0 / / \ I 1
- �j� A/ r/rii
x/m,////�9�� lEw s c
�kl\ \\\ \ \ / — — / / — —— M� EX/ST/lVG ACCESS ROADS \/ / �/ �31
IL
/wfs / �, I///�//
l/ / / - \\ / 1 \ \�\ III 11 JI
\ J \ \
----- -\\�. �\ \� / l /// \\I / /-�1 Z 1 0 \ ��
---� / \ \� �\\� �\\ \\�\�\� \\\//i 1 / l �/ ///// Ill\\—/ \ \ \ v \
Ew , / /
EXISTING \ 1\ \ , , v l < ( I I�j� �✓�/, ��/i) , J ,/-.
N
1 TING LEACHATE
\I w
STORAGE AREA 1
o REFERENCE 1 II /Il(%I (ilI i�\ h EXISTING RAILROAD
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED 3 AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS \�;II I )
(IMC �i // / — 1 \-- \ ��� / //�/ I ° \ ) I I /
/ - / _- l \ 1 III �- I , / \ 1 I �--- \ \ l \ � �' `.� � ( / / \ \\�I/ � IIIIIII /� � / / /,'-�
o JOB N0. 16030); DATE OF AERIAL PHOTOGRAPHY FEBRUARY 27, 2016. �� — / J' \ \ ��
o - _/ �/ / / / - l / I 1 I \ I \ ° 1\ \--� IIIII l / ( \ \/>) I �,•
i 2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED / / I / / / /— —_/ \ \ \ �\ \ J7 \ (�\\\\� \— �I ( III II
I ! / I / \ \- \� >
- � \ \`\ �'\\\"`" .-=� '\`�\`\�\`'\, \ • \\�- J,am.,_ \\\\�//// // /// �I 11\ \ III II II� J/ `�� —11 1 I(I IIIII!\II 1II11I1 1/,I\,- --/ \/ ��\ I \`-_- -/_/I - \\\ \r\ \�\ \ �\\ _ \ � \�\~�\`�\��\\��oo \ `\ \\�� �o^�i\/,'/y'Ii111\\C \ >� ->o�\II\ FROM NC DOT GIS.
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016.I/Zn4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
3710644500J, 3710644600J, 3710645500J, 3710645600J. --_---/
7 1
\—
l ,I
\
,I✓ I ,
6 5 4 3
i
i
LEGEND
— — PROPERTY LINE
EXISTING STREAMS
50' STREAMS BUFFER
EXISTING WETLANDS
50' WETLANDS BUFFER
— — 300 — EXISTING MAJOR CONTOUR
p
EXISTING MINOR CONTOUR
0
U
100-YEAR FLOODPLAIN
LU
o
PHASE LIMIT/EDGE OF LINER
Z
0
300 MAJOR CONTOUR
—cn
o
MINOR CONTOUR
W
Ir
PERIMETER ROAD
o
PERIMETER DITCH
o
ST CULVERT
® RIPRAP APRON
LANDFILL GAS WELL
a
�
NOTES
o
1.
THE FINAL COVER SYSTEM WILL BE INSTALLED IN INCREMENTS AS
DICTATED BY FIELD CONDITIONS, AND HAVING SUFFICIENT CONTIGUOUS
AREAS TO CLOSE THAT PROVIDE LOGICAL CAPPING SEGMENTS AND
TEMPORARY TERMINATION LOCATIONS.
U
2.
SLOPES DEPICTED NUMERICALLY ARE PROVIDED ONLY FOR REFERENCE.
�
n
3.
REFER TO DRAWINGS C502-0503 FOR LANDFILL OPERATION PLANS.
,�
r
00
4.
REFER TO THE LANDFILL GAS MASTER PLAN IN APPENDIX F FOR THE
N
LANDFILL GAS SYSTEM PLAN.
U
Z
5.
REFER TO DRAWING C501 FOR THE STORMWATER DRAINAGE PLAN.
l
'-'
o
O ti
i M
� N
1
1
co
Uco
E
Q
K o
U
Vi M U
�
0
N
Y o
c
wE
m
�►
U
0
0
o
T
Z
`0 —_
Q
Lu
U)
Z_
J
QUO
J
ZaaLL
O
J =V
Q
J
_
C�OzCC
a�0
z
Q�z
a�
a�W>_
~~aZ
Z
=
J W
O
WVLuU
a
o
Z
0 12
0
cnmz
aQQ
U
=mr
U
Z
N
�
T
NORTH CAROLINA
BOARD OF EXAMINERS
Q
J
a
Lu
j
O
m❑
m
w
w
r
o
�
SCALE IN FEET FOR ENGINEERS AND
J
C
u
SURVEYORS LICENSE
Q
m
r
0 200 400 NO. C-3035
Z_
LL
w
`�45441111f 1�Rtt
U
>
W
W
O
c onn4 ;
o
o
a
DRAWING NO.:
BEFORE YOU DIG!
CALL 1-800-632-4949 '��. rqN T. B�
C500
�� ,�``���
N.C. ONE —CALL CENTER
IT'S THE LAWI
SHEET 11 OF 30

F
7 6 5 4
p 2s0
ti��i�/ LEGEND
"gyp ��/ice BASIN 11 23
C603 � \ — — PROPERTY LINE
/j% � �� l\ 1 \ 300' PROPERTY BUFFER
%�
pdr \ II 1 EXISTING STREAMS
I\ I SKIMMER BASIN 10 35 50' STREAMS BUFFER
J \
/ ,j—\ \\1\�II(( (/i (I I \�C605 lEXISTING WETLANDS
NORTH /, _ \ \ I � \ \
��\\�� 50' WETLANDS BUFFER
\ BASIN 10 23
2603 \ / \ -- EXISTING MAJOR CONTOUR
Ca
EXISTING MINOR CONTOUR
/ \ \ / DOWNCHUTE PERIMETER 22 17 270 260 ��-_�1 \ \� \ \ 100-YEAR FLOODPLAIN BUFFER
\ / / CHANNEL INTERSECTION C60 C60 280 260 ho 27011' \\ \ \ \ \ \
M PHASE LIMIT/EDGE OF LINER
IL\ I 300 MAJOR CONTOUR
— P� ETER DITCH 14 28 29 ��0 30 CULVERT 7 28 29 PERIMETER DITCH 15 Coo 0 / ,) \\ \ o
PERIMETER ROAD 14 C604 C604 A� C604 C604 C604 �� ✓ / I N MINOR CONTOUR
\ \ PER
DITCH 13 27 C60 0 \ �h`� h/ / PERIMETER ROAD
/ \ V 1" ! / `� �� _ 28 29 / % _// PERIMETER DITCH
N ME%
\ PERIMETER DITCH 15
� CULVERT 6 30 � � �, �° C604 j j 0 �6,0 V / / �
C604 ry 0' , C604 C604 _ // / - DOWNCHUTE
BASIN 12 23 --'2S0 , Illil // ,0/�/ ^�. /��/ / / /
ST CULVERT
RIPRAP APRON
TACK -ON DITCH
If
2 y 16 21 DOWNCHUTE\ I I `� I I/ / NOTES
0 0 ) L
PERIMETER DITCH 12 28 29 '��' � � � �1�� � I 'I � � 1. CONTOURS SHOWN AS SUBGRADE INSIDE THE CELL AREA AND
C604 S�° �� \ l�l) li J ) PERIMETER GRADING OUTSIDE THE CELL AREA. SLOPES DEPICTED
C604
,%/ / NUMERICALLY ARE PROVIDED ONLY FOR REFERENCE.
///
29 % /� f I 2. SILT GAGE SHALL BE INSTALLED UPON SEDIMENT POND
_ / \ PERIMETER DITCH 1148C604 C604 �0 p �� ) �^ �\\ \ CONSTRUCTION.
ti �1 \\ 1 c,'j 3. RIPRAP OUTLET PROTECTION SHALL BE PLACED AT THE OUTLET OF
THE PERIMETER DITCHES IMMEDIATELY AFTER THE INSTALLATIONS OF
�` IrII //�� / I ` /�/o \✓\�\ \�• I �j,THE DITCHES.
- //►. (� / 0 3 p \-�,��� 4. CHECK DAMS SHALL BE INSTALLED AS THE DITCHES ARE
o�
CONSTRUCTED.
i CULVERT 5 30�/ 5. SEDIMENT BASIN 10, CULVERT 7, AND PERIMETER DITCHES 14 &
C604 6°� //��� / 300 �t�0 15 AND ACCESS ROAD SHALL BE CONSTRUCTED WITH PHASE 4 -
I'r CELL 1 CONSTRUCTION.
10 off' / �� �°r°='/�'J II ►f ,r \ , \\��
c�5° )/cJ \ II ) I \�_�/ \ 6. SEDIMENT BASIN 12, CULVERT 6, PERIMETER DITCHES 12 AND 13
PERIMETER DITCH 9 28 29 / /
1� AND PORTIONS OF THE ACCESS ROAD SHALL BE CONSTRUCTED
WITH PHASE 4 - CELL 2 CONSTRUCTION.
(PERIMETER DITCH 10 28 29 N AA° III ( \\ IIII 1/i \ / '7. SEDIMENT BASIN 13, CULVERTS 4 & 5, PERIMETER DITCHES 9, 10,
1 I�� _ �I
C604 C604 w h9° IIII ` \ /' III ( \ // & 1 1 AND PORTIONS OF THE ACCESS ROAD SHALL BE
CONSTRUCTED WITH PHASE 4 CELL 2.
/ \ f� 28
J T / PERIMETER DITCH 8 8. SEDIMENT BASIN 14, CULVERT 3, PERIMETER DITCHES 5, 6 AND
I ° I L\� \ \ \�_/� I / PORTIONS OF ACCESS ROAD SHALL BE CONSTRUCTED WITH PHASE
C604 C604 5� ° r 111�\��\\\ \ ry I (/ 5 - CELL 3 & CELL 4 CONSTRUCTION.
AV-\\\\�\ \ \��� 1`� //� / l I 9. THIS DRAWING DEPICTS THE STORMWATER DESIGN DURING FINAL
CULVERT 4 30 L O // \ �\ \ /�—/ \ /// / /
\\\ \ �/ / / / CONDITIONS.
E/ C604
10. DIVERSION CHANNELS, TACK -ON SWALES, CULVERTS, OUTLET
e / 11lllllllll�,�\ \\ \�—� PROTECTION, DOWNCHUTES, AND OTHER FEATURES WILL BE
I \ / 111i11
PERIMETER DITCH 7 28 29 �/) I /% / JI CONSTRUCTED AT THE APPROXIMATE LOCATIONS SHOWN AND/OR AT
1
C604 C604 I OTHER LOCATIONS DETERMINED BY ANSON COUNTY LANDFILL.
0 B/A�SIN 13
�u � /
-� � �0 C603 / - I `� I \ \ I // / ) \ \ \/// \ 11. REFER TO DRAWINGS C600-C605 FOR CONSTRUCTION DETAILS AS
(, '// o (IIII` III l I yr / / i �.\j /�( 50 NOTED ON THESE PLANS.
r11177
/j����i%tip �p� / / ti� �,"�,�°°�° o `` i► II II J /// /J (� �•
f III I
TOP OF LANDFILL
PERIMETER DITCH 6 29 29 TOP OF FINAL COVER 5 - \ / / �° J n DITCH TYPICAL ( 3 0 0 w �,, �,, N o III I N I V
(CAP SYSTEM) C600 // h )/ 1 ` I 3 f o U' cr o 0 0 o I 1 I
C604 C604 300 � / / i / / h o �)� I \ `I .� � N �
it'�� AVI//IIll w No0o I I
TOP OF LANDFILL `
DITCH -TYPICAL
4%h, (ill I
I
—
\\
wo
/r, o
BASIN 14 23 TOP OF LAN
ITCH
N CULVERT 2 30 0 3
C604 o Ss2o\
�o
INSTALL EROSION CONTROL 33A 33 r,, SOo
o MATTING AT 3H:1V C605 C605 % o �90
o \ PERIMETER SLOPES (TYP.)\`\\ 480
/ \\ SILT FENCE 32 2g0 4�0
440
PERIMETER DITCH 5 28 29 430
C604 C604 4420
PERIMETER ROAD 14 �90 3g 0
\ \`_ C60 2 28 29 PERIMETER DITCH 3 '380
PERIMETER DITCH 4 28 29 35�0
C604 C604 \ N' 3340
PERIMETER DITCH 2 28 29 0 3? 28 29 PERIMETER
o ( \ \ \ CULVERT 2 30 0
/ `•
C604 \�i\ III C604 C604 C604 C604 \\�\
CULVERT 1 30
\ \ —�� \\\
a LrI
REF�EENC� -
\� — —
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED
°o AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006); DATE OF AERIALBASIN 15 23
PHOTOGRAPHY JANUARY 15, 2018. �'f \\_=`=��J / C603
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIREDLrI
FROM NC DOT GIS.
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016.Jo
4.
0 4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: �� \� \\�—� �� ��� /�� \\� \
3710644500J, 3710644600J, 3710645500J, 3710645600J. �� \ �\� � �� --� ��----- � �\��:
7 6
IIVIV�I�'J
///,ti
L /
210/�
//
I Vy0/ /,6x
/ _
011
/ /
^W/ / /\
\q
l�lili�////�/ /�///�✓ / - \ ) ► I } >>/�,�I \ ��
�//////z z/��/�/�_�
ll�lll/ / / //// //ll 11I l// //� % /////// / I I /ry/ f�/�///�/ ��__�^/ \ I I /� �� �z / 1
/ l �l 111/ill/� /�/ /i I /�/ /o /��A// // 1 I (( li s )
0
10:
U z
LU o
Z
O
cn o
W
Ir o
w
0
U
Z
O
0
W
m
0
a �
❑
d
1
U
�
n
corn
rlcm
)
�
M
O
iy
M
N
1
1
U
rn E
aXo
LPL .E-
U
�
0
N
a
0)
�
t
W
E
a
d
�►
U
O
O
T
U
Lf)ZQ
Lu
�
Z_
QUO
J
J
Zaa�
01
J
=V
Q
J
_
C�
O
Z
pc
CL
z
LL.
Q
W
Z
=
M
=
W
O
WVwC)
a
o
Z
p
1=
0
�
°°
Z
aQa
U
2
U
m
Z
n
�
m
N
ZT
J
W
a
r
m
Z
r
m
z
❑
Y
Q
<W
/ �yii o./// /iij/// / \�� I I 1 I 1�,i1/ / NORTH CAROLINA 0 o
l //�// / // // / ,x oi/ /i/ / / ^
H 1 / )ll/ll//l l /////// % ,,�j( �ll�, l / \ /// /////'?/j ��/////// / �� I \\� °�N/(I)1// BOARD OF EXAMINERS C.?
o
///i/il llll ly//��/ / ��I) )tll / lr/ / /���r/ ,0 .// / / �� f I \ ) cc N
/ l/ // // / / / / /(//JJ (I / /�/ �// 3�`�0/// / /i-- / I I / `-� \ �/) SCALE IN FEET FOR ENGINEERS AND W II
SURVEYORS LICENSE W T
/// // /, / /� // // % /// �/ /� /� / I \ I I ✓��)) III)/)) �\ �� m
110V0 200 400 a
/o� NO. C-3035 / / �/� / o \ I \ 1 ` w
/ 1/
Lu
J
\ \ \\\\ ////l/////�////////,r/�/j/�/ �� I //j/(�/// //��/ �� l\ ( �\ \ I I I II \\ \1\\��(� �Il�ll\ \J� I) I\p r/ J( �/" ,.�`: t%UAF Hcn
}
�i� t�• o F- w
/.;.
LLJ
SEAL
03
0
9�Z�4 ❑ ❑ � a
29 // �— '�\\\\ (� �� /! 1 �\ \ �11\\ \ III )� \J \ (l �e I • DRAWING NO.:
o /i�c_ \\ - \ IIIIII t
1\ lZ'-='\\\\\�\\\�\��/////�//I-i iI o\,��II l1 \ 1 I� •.�11•`'!�!��t��•"�
JJ \\ \\\ \\\ \\\\\\\ \\\/// l /
o \ \\ \ \�� \\\\��\\�Jj l / l /////// ( I �\ \����j r \\\\\\ / / 1 1 \ \ 1 I I I) BEFORE YOU DIG! �,
J ^ \ \ \\ \\\ C / / I \ I Il I�)f J I \\ )J / ( CALL 1-800-632-4949 �,Y'gIV T. �� C501
/ r c� / \ \ \\��✓_ N.C. ONE
CENTER
/// 1 I / / / ( 1 CJ I IrI��(j)\��J1)) I J ) IT'S THE LAW(
I I Jr r /�- \ SHEET 12 OF 30
5
4
3

G
F
7 6 F 4 3
LEGEND
PROPERTY LINE
I 300' PROPERTY BUFFER
EXISTING STREAMS
✓✓ / \ \ �s �� ./ / /z,/^ I 50' STREAM BUFFER
/%i\��\\ ` �i i I // / �'sp EXISTING WETLANDS
NORTH _ /� `� NORTH _ _
%ij�s Nis \ / 1 /����� �. s
r, l l ) 1 Iva
/'J\ 50' WETLANDS BUFFER
100-YEAR FLOODPLAIN
Ole
HE
jai
'i IV
EXISTING MAJOR CONTOUR
�' 1 1 \ \\ EXISTING MINOR CONTOUR
0
"' /� /,� \ •\ /� //N' 2�C,�6 \'L\ ry PHASE LIMIT/EDGE OF LINER
2 (�/00
2 v ,o
/1
_\ 0,1 li / 3p0 N 0• ,\4> ° J \ \` / -� Sp / 3p �i �ltQ ^4' O 1 \ CELL LIMIT
�
\ � � MAJOR CONTOUR
/ GRE Zoo Za o0
BROWN / -2 t200 �. "� - A i ((� ) / i BROWN ,N/ Zg0 0 ,A\� h� MINOR CONTOUR
/ I �-a PHASE 4 J I (��2
// 0 0 \\ WASTE FILL/CLOSURE AREA
i
FLOOR LINER SYSTEM CONSTRUCTION AREA
\ �o 60 PHASE 3 �/ /��, o ��o PHASE 3 , \ NOTE: INTERMEDIATE FINAL COVER SLOPES BETWEEN PHASES ARE `� 10 � � / � o i�o r� �// \\� NOT SHOWN. MAXIMUM INTERMEDIATE SLOPE SHALL BE
\ / p'"�� ° �G ` v, 10 �aQ i/ oG �j o r7 r//yam \��� 3.5:1 .
�/0 3 o
`tiL\•tip' 3 f �`LO i� I / /^ti�•�� 30 / I I l�/ o
cb V J 1 \ I EXISTING I
0" ��' O � C� �� W M oN I` � PERIMETER ROAD � O rn oo \\ � \ �lii II
PERIMETER ROAD / � � w QO o � �-- , � \ I \ � o � EXISTING p' \\ 1 \ I BASIN 3 �I
BASIN 3 I / w �N \\\ \ I J I
0 0 III I+ II` 7 \ � � S11 �� ( o // �► 1�\max l�'i I�� II` � /IIII I
�— �1I► 1
I
%
� / 2 �•' / °/ g0, I � �111 IIIII \\�\ \ \, , i % -� 2�� � � °� \ ii � � � � �- __--�
//
-
' 310 r6o
��o� ` oo // •09 I Iliii�\ \� \ \� �� �% ' o �� `�� 400 �° (l �i •o� ` I �I \� \ \� I/__ / /
�/ / � / �, � I � � I I III � I �/ / / / � / o, � ° � % � I III � ► � � � /
N, o . II �I ��� I IIIII�IIII \ ✓,_ ��/�
://%�/��� tio� '0 90 IN � o '1 310 1 � _ _ IIIIII �✓ l/,, � �� � �o� 0 90 �N � o \- J � � IIIII���✓ �/,, J/ L
EXISTING
PHASE 2
7 I o �
NP 0000' i E_X
—�ISSTI�NGW
EXIST
V
61///BASIN 2 l
2so vjoo IrM- W \I\
/,
2s
28o=2so — / �0 1\\\���_ �_ —
o 3� 1 '� � } �\\\\ .2so
co o 0 O�C330� �✓ \\\ o ' 3I0 0/330
`" 260 N o°` / o o a2 ► I 1 \\�
�
310 0 0tr 31G3-�2��32
cSom. cc
320 320 /// ► ° ���-
o2`� ////E�
X/STING
\
BASIN 1
'510-
/ ///�///,\\\ 29p N � ������ //` (``�/,•,����` ``\\ 29p N / � ������ /�o � ( ��\`\\� -�//�
5111
I ; I /� / / Zg0 9 0 .� o --� / // � / �i �� / �j/�( )/�/� _ ��(�,\ 1(( 2go � o .� O � _,. / // � / �i �� / � � //f ( �/�/� - ��(I✓� \ � �/�
<\ som90
280 r 300 / C / 1\ ' l l I �j%/ EX/STING ��y \ _ ��p0 280 Q�
2Q� \ �� / / �( \ 2g 2 300 f \ /\ / / \��/ l EX/STING I I
1 ( I \ 9 /�/ CEMETERY (ltf l Il ll ��° 0 00 300 o p o. \ ( `\ / l / / IIII CEMETERY
% l
) \ �_ \ "> \ / // Al / / / ! /"\ - )\ \\\�� �'\ \\ \ \ \ / / //
\ \\ _ \\ 3p `�O \ \ \ / / / I / \/- v \ \\ ��-� \\ 30 \coo \ \ \ /
-\ EX/STING // PHASE / /%.jEXISTING
o PHASE 1lt// 29p 9
/j/ 0•
29 290 \ / / 1 / /
�300
N \ l //
/%/ PROPERTY - \3 0 �\\�\�. \ \ %�\I� �/, �IC,I //�/� ��� �_ - 3 0 -�\\�\ \ / f II `i %�/ \ \\I� i �/� \\\\I
-�� \ \. l f / \� I / //����\��`�' LINE ERTY �a EX/STING ACCESS ROAD �� \\ \Iz ) \ \ )�
LINE i _ EX/STING ACCESS ROAD ( / \\ \\\ / / z
lob- \ I J
IIT, <<
N 111\I 111OV 111 \I\
III III I\ll 1 %
�` I (\ cD� EX/STING RALEXISTING :/STNG RAILROAD Q�Ir(\ EXISTING
�MA/NTENAN,CE.�\ \ \\\\
MAINTENANCE
IIIBUILDING
� \
\
l \ \
EXISTING .� `� \_ EXISTING - \\�
LEACHATE ���\ii ` ''� _ rllll �� _ I \ I IIII I \ - LEACHATE l I
t� \�\� \^_ / —' \���-� "1(I I I \\�i \�_ _/
r / \_ L \.
STORAGE \ / I II I (� \ \ \ �- l I �\ j I I I - \ \ \ \ STORAGES l III \ \ \
\ \l - \ I - - I I \--
\ AREA \� I l III \ l / / II III 1 I�-- ; _-\ \ /-\ \ AREA �� \ I \� I 1 \� I\ \ \\li
N
PHASE 3 TO PHASE F1 FILL PROF] RESSION PHASE F1 TO PHASE 5 FILL PROF] RESSION
mm
REFERENCE
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED
AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006); DATE OF AERIAL
PHOTOGRAPHY JANUARY 15, 2018.
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED
FROM NC DOT GIS.
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016.
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
3710644500J, 3710644600J, 3710645500J, 3710645600J.
0
cc
U
W o
a_
z
O
Fn
o
W
c o
w
0
z
z
0
0
W
co
Lu El
o
a
o �
o
1�U1
^
T
cocm
cm
rl
)
co
o
is
��yy
iy
m
N
1
1
U
co E
�--i
Q
x o
LL
'
M
1
�
0
N
a9)
W
�
a
d
�►
U
0
O
T
U
,^ Z
a
Lucn
Z
J
QUO
J
zaa�
J
C�
O Z
p�
azo0
aJ�z
Q
W
~~Mz
Z
=
�
= W
O
WVwC)
a
in
Z
0 1=
cnMz
aQa
U
V
Z
N
N
Lb
(D
T
Z
Z J
Oa
Z �
a
rm
r
O
m�
Z
w
We
Q
W
NORTH CAROLINA
a0 W cn
o
BOARD OF EXAMINERS
J
o
c
SCALE IN FEET FOR ENGINEERS AND
J
N
II
SURVEYORS LICENSE
ILO
w
r
a 300 60o NO. C-3035
Z a
w
a�
J J_
w
0
�• %14 CAR.
LL
a ,; �o •Fs�Q •y�-,
Q
°
o
;q
U
C/)
U
w
>
0
C.I. �� —
If
•
039i14 -
o
o
L
Q
'
--'��
DRAWING NO.:
BEFORE YOU DIG! '4�E•t��;�,
e'eee
C502
CALL 1-800-632-4949 qM T. �� ��'`
N.C. ONE -CALL CENTER
IT'S THE LAWI
SHEET 13 of
30
6 5

A
7
6 1 1 1 3 1
21
IZ
REFERENCE
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED
AT 2—FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006); DATE OF AERIAL
PHOTOGRAPHY JANUARY 15, 2018.
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS ACQUIRED
FROM NC DOT GIS.
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016.
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
3710644500J, 3710644600J, 3710645500J, 3710645600J.
NORTH _
� EEC
BROWN
PERIMETER ROAD I / C
c,+ /ov
o
r
290
290
ma 1
gy% �— ���� PROPERTY — 3
Ij//j \\� �`_�_` LINE / �_i EXISTING ACCESS ROAD
11 ;l (j I� I(Irll/11��11\��
\ \ 1111\III \ II\l l 1 %ice ) —� � � %��✓
\\ I Ao\
//- �
—EX/SRNG RAILROAD
Nx\\I 1x
FINAL CLOSURE FILL PROF] RESSION
jEX/STING
BASIN I //�i �)
" 0 ho
\�JrtJl°((
1 � i ��l` ✓� � hil
-
`�
LEGEND
PROPERTY LINE
— 300' PROPERTY BUFFER
EXISTING STREAMS
50' STREAM BUFFER
EXISTING WETLANDS
50' WETLANDS BUFFER
100—YEAR FLOODPLAIN
-- EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
fa fa ffffffffa ffffffffa ffffffffa PHASE LIMIT/EDGE OF LINER
CELL LIMIT
MAJOR CONTOUR
MINOR CONTOUR
WASTE FILL/CLOSURE AREA
NORTH CAROLINA
BOARD OF EXAMINERS
SCALE IN FEET FOR ENGINEERS AND
SURVEYORS LICENSE
0 300 600 NO. C-3035
0
cc
U z
W o
Z
0
w
F❑
W
c o
w
U
Z
O
cn
m
0
ro
a �
no
1�U1
^
T
co
�
z
�
ti
oU.
i.
iy
m
N
1
1
U
rn E
' i
Q
x o
111CIS
� �
._
U
'
M
1
�
0
N
a
coi
m
IL
PIP
a
o
0
o
T
z_
Lo
Lu
Z
Q00
—1
J
Zaa�
O
=VJ
z
�
0
IL
a�z
Q
W
~~aZ
Z
=
�
=
W
O
WVLu
a
in
Z
0
1=
cnMz
aQa
U
U Z f.V N
4n
(D
7-
Z
Z J
Oa
�Z
Q
0
r
m
Z
r
m
❑
w
W (n
� a
�
W
=
0 W
J
J 0
❑
U
o
N
M
II
LL O
p �
cc
m
T
Za
W
a�
J J
L)
w
0
LL
444441111Af IfRt
g� CAr' O rf
U
U
>
i . I SEAL•
c�
(r
t I 039t14 -
o
o
Q
DRAWING NO.:
BEFORE YOU DIG!","� •'Q�Et�' �'
CALL 1-800-632-4949 ''rqMT�f�����'`�. C503
N.C. ONE —CALL CENTER 'l '
IT'S THE LAWI SHEET 10 of 30
11
5

E:3
7
BASE AREAS ISIDE SLOPES
l�
5
4
3
BASE AREAS ISIDE SLOPES
2
F
DOUBLE -SIDED HEAT -BONDED
DRAINAGE GEOCOMPOSITE
TRANSMISSIVITY > 5X10-4 m%ec)
LANDFILL WASTE--"/
3
1
WITH 8 OZ/SY NON -WOVEN
GEOTEXTILE ON BOTH SIDES. SLOPE VARIES (2% MIN.)
N 24" PROTECTIVE COVER
`14PROTECTIVE COVER
(PERMEABILITY > 1.9X10-4 CM/S)
COMPACTED SOIL LINER/
(PERMEABILITY < 1 X 1 O-7 CM/S)
60 MIL. TEXTURED HDPE
PREPARED SUBGRADE, NATURAL GEOMEMBRANE UNDER
INORGANIC SOIL OR COMPACTED GEOCOMPOSITE
STRUCTURAL FILL
SOIL BACKFILL CMPACTED TO
95% OF THE STANDARD
PROCTOR DENSITY
j
j
w
V)
w
o
�I
J COMPACTED LOW
PERMEABILITY
FILL
2% SLOPE
FOOT SLOPE
3'
Nl�)BASE LINER SYSTEM
C600
BASE LINER SYSTEM
C600 N.T.S.
4'-0"
Of
z w
J cf)
w 0
n
o �
w I
0
w w
c� z
ol J
w
w
0
w
c�
0
N
4
3 LINER SYSTEM ANCHOR TRENCH
C600 N.T.S.
FINAL COVER ANCHOR TRENCH AND LINER TERMINATION
C600 N.T.S.
DOUBLE -SIDED HEAT -BONDED —
DRAINAGE GEOCOMPOSITE
(TRANSMISSIVITY > 5X10-4
WITH 8 OZ/SY NON -WOVEN
GEOTEXTILE ON BOTH SIDES.
LANDFILL WASTE
SLOPE VARIES (2% MIN.)
f
24" PROTECTIVE COVER
N
eo j/ // j 18" CLAY LINER
COMPACTED SOIL LINER/
(PERMEABILITY : 1X10-5 CM/S)
PREPARED SUBGRADE, NATURAL
INORGANIC SOIL OR COMPACTED
STRUCTURAL FILL
LOCATION LINER
MARKER
PERIMETER CHANNEL
(SEE DETAILS 28, 29
ON SHEET C604)
3
1 � �
/ _//
�
/ / REINFORCED GOESYNTHETIC CLAY LINER (GCL)
-(K : 1X10-9 CM/SEC) UNDER GEOMEMBRANE
60 MIL. TEXTURED HDPE
GEOMEMBRANE UNDER
GEOCOMPOSITE
2 ALTERNATE BASE LINER SYSTEM
C600 N.T.S.
4 ANCHOR TRENCH LOCATION MARD ER
C600 N.T.S.
PROTECTIVE COVER
(PERMEABILITY > 1.9X10-4 CM/S)
/6" TOP SOIL
18" PROTECTIVE COVER
/�\/ 12" INTERMEDIATE COVER /
WASTE
5 CAP SYSTEM
C600 N.T.S.
DOUBLE -SIDED HEAT -BONDED
GEOCOMPOSITE (TRANSMISSIVITY > 5X10-4 mec)
WITH 8 OZ/SY NON -WOVEN GEOTEXTILE
ON BOTH SIDES.
40 MIL. TEXTURED
LLDPE GEOMEMBRANE
(PERMEABILITY < 1X10-5 CM/S)
\✓ 14/ v �✓
%6'` TOP SOIL/�/��/\�/� DOUBLE SIDED HEAT -BONDED
GEOCOMPOSITE (TRANSMISSIVITY > 5X10-4
18" PROTECTIVE COVER WITH 8 OZ/SY NON -WOVEN GEOTEXTILE
ON BOTH SIDES.
— — — — — — — — — — — — -
------------- 40 MIL. TEXTURED
12"INTERMEDIATE C� ER LLDPE GEOMEMBRANE
REINFORCED GOESYNTHETIC CLAY LINER (GCL)
(K < 5X10-9 CM/SEC) UNDER GEOMEMBRANE
s ALTERNATE CAP SYSTEM
C600 N.T.S.
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
U
w 0
d
Z
0 0
w
c�
W
c o
W
0
U
00
0
w o
Q�
o�
O
Iz
C�
ICI
ti
r
N
W
OO
+'�
N
Z
�
*-
O
o
r•
MN
1 1
U
a) E
111
L .�
1
�
Q
N
co
y
t
W
c
a
o
0
1
r
V
U
Ln Z
WaQ
Z
ch
Z
J
QC)0
J
zaa°C
0
=VJ
Q
U0=
azo0
aQ�z
Q
J w
Z
=
= W
O
WVWU
a
p
Z
0oc0
V / uj
Q
Q Q
=
U
m
n
m
0
Z
N
N
Lb
W
r
W
m
p
Z
m
w
w
Y
U
0
Lu
o
U
U
b�
I=
m
w
z
in
Z
2
U
0
U
w
CA r
r+
0
fn
•Q •.
U
U
>
R
b� _
'
w
U
O
w
0
O
o�rla -
o
o
Q
A
DRAWING NO.:
5 I 4
3
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
` C600
SHEET 15 OF 30
1

M.
5
2
H EXISTING CELL NEW CELL
1
CONTINUOUSLY WELD NEW GEOMEMBRANE C600
TO EXISTING CELL GEOMEMBRANE
F
E
W
M
EXISTING
GEOCOMPOSITE
LINER
EXISTING PROTECTIVE COVER
j/ / ��/�//
EXISTING / / EXISTING CLAY LINER /
GO MEM B RAN E
LINER
PREPARED SUBGRADE, NATURAL-
INORGANIC SOIL OR COMPACTED
STRUCTURAL FILL
9 CELL LINER SYSTEM TIE-IN
C601 N.T.S.
4'
q CELL DIVID R BERM
11 CELL DIVIDER BERM
C601 N.T.S.
UPSTREAM OF PROPOSED CELL
14 PERIMETER BERM AND HAUL ROAD SECTION
C601 N.T.S.
BERM MADE OF PROTECTIVE
COVER MATERIAL
GEOCOMPOSITE
1 o OPERATIONAL BERM
C601 N.T.S.
(COMPACTED TO 95% OF THE
STANDARD PROCTOR DENSITY)
DOWNSTREAM OF PROPOSED CELL
24" PROTECTIVE
COVER
AS NEEDED
EXISTI
GROU
6" PL,.,
11 HDPE PIPE
/EN
UEU I F-A I ILE FHDfRIU
W/ 2' OVERLAP
(SURROUNDING AGGREGATE)
12 TYPICAL SECTION PERFORATED PIPE UNDERDRAIN
C601 N.T.S.
w I ///- LABEL
a_
..
4"X4" TREATED
WOOD POST
PAINTED YELLOW
MANUALLY COMPACTED
BACKFILL
NOTE: UNDERDRAIN PIPE
LOCATION MARKER
TO BE FIELD
LOCATED AT END
OF UNDERDRAIN
1'-O" MIN.
PIPE DOWNSTREAM.
13 UNDERDRAIN PIPE LOCATION MARO ER
C601 N.T.S.
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
0
Ir
O
W p
LL a
Z 0
O 0
w
F
W
0
w
0
U
Z
O
W
co
m
0
m
m
W o
Q �
N
C�
^
r
N
0o
-4-D
N
�
Z
C-4
0
n
MN
1 1
U
a) E
111
L .E
�
M
Q
N
m
co
y
t
W
c
a
a>
o
0
rn
1
r
V
U
� Z
Waa
zZ
cn
J
a00
J
ZaaCC
O
=VJ
U0=cc
aZLL.
0
aaI_Z
Q
JCL w
Z
=
= W
O
/WVWC.)
li
Q
Z
0 1=
cn m
z
Z
Q
Q Q
=
U
=
m
n
m
0
z
N
u
L0
W
r
J_
Q
W
m
0
Z
}
m
W
w
Y
U
O
Lu
o
U
m
w
z
H
m
c
Z
v
O
U
w
%14 CA r
Olaf
r+
•Q •.
U
U
U
w
>
O
brw,
EAL ' —
LLI
U
0
oC
039r14 -
o
o
Q
DRAWING NO.:
8 7 I 6 5 I 4
3
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAWI
C601
SHEET 16 OF 30

E:3
C�
CI
3
2
G
E
6.8'
w
CENTERLINE OF
TACK -ON SWALE3 FLOW DISCHARGING FROM
TACK -ON SWALE LOW POINT 3 1 0 3 1
Z I ,
- �
\
\
INTERIM 19 \\
TACK -ON \
SWALE C60 GEOMEMBRANE
LINED DOWNCHUTE
2 \
\
\
\
\
\
G4
cn I
NOTE: UNDER INTERMEDIATE SLOPE
CONDITIONS, THE DOWNCHUTES WILL I�
BOTH BE LINED WITH GEOMEMBRANE. I \
TOP OF INTERIM
TACK -ON BENCH
ACpK �N CHARGING FROfN 2
SWALE LOW PAINT 1
— �7 —
C
GEOMEMBRANE
LINING CENTERLINE OF
TACK -ON SWALE FLOW DISCHARGING FROM
CAP GEOCOMPOSITE
2 ,
- �
\
U' INTERIM 19 \\
TACK -ON \
BENCH C60 ry \\\
\
\
FLOW FROM TOP OF
FINAL COVER SOIL _ C'
Asom— cn
NOTE: UNDER FINAL SLOPE CONDITIONS, THE
TACK -ON BENCHES WILL BE
VEGETATED AND THE DOWNCHUTES
1 WILL BE LINED WITH GEOMEMBRANE. 1
40-MIL
GEOMEMBRANE
LINING
1� N �1 �o.
3 3
4' /
SECTION ANCHORMITRENCH
15 DOD NCHUTE - INTERIM
C60 N.T.S.
SCARIFY SURFACE AND STRIP VEGETATION
PRIOR TO FILLING FOR SWALE AND BERM
INSTALL SC150 MATTING ON 2:1 BERM
SLOPE AND TOP
SCARIFY SURFACE AND STRIP VEGETATION
PRIOR TO FILLING FOR SWALE AND BERM
INSTALL SC150 MATTING ON 2:1 BERM
SLOPE AND TOP
WASTE
INTERMEDIATE COVER SOIL
INTERIM TACO -ON SO ALE - TYPICAL
N.T.S.
WASTE
INTERMEDIATE COVER SOIL
FINAL TACO -ON SO ALE - TYPICAL
N.T.S.
INTERIM
LANDFILL
ci nor
LOW POINT DRAINS
TO DOWNCHUTE
C600 C600
1
3
3 1
6'
3:1
0
GEOMEMBRANE
LINED DOWNCHUTE
DOWNCHUTE GEOMEMBRANE TO BE
REMOVED OR ABANDONED IN
PLACE PRIOR TO CAP INSTALLATION
4'
SECTION
16 DOD NCHUTE - FINAL
C60 N.T.S.
I
DOUBLE
GEOMEMBRANE LINING
I
I
I
Icn
cn
I
I
I
I
I
I
I
2 LAYERS OF 40-MIL
GEOMEMBRANE LINING
1'x1' (MIN.)
ANCHOR TRENCH
1
3
NOTE: CHANNEL OR PIPE DOWNCHUTES MAY
BE INSTALLED IN THE LOCATIONS
SHOWN ON SHEETS C500 & C501.
GEOMEMBRANE LII
BAS H ETS
I� PERIMETER CHANNEL
f l
1 DOD NCHUTE[PERIMETER CHANNEL INTERSECTION PLAN VIED
C60 N.T.S.
GABION
I_ 4, MIN -� BASHETS
GEOMEMBRANE LINING CHANNEL
10' MIN. WALLS
PROJECTED ❑
❑❑ ❑
❑❑ ❑
❑❑
CLASS A-1 GROUTED RIPRAP ❑ ❑
❑❑
18 DOD NCHUTE[IPERIMETER CHANNEL INTERSECTION PROFILE VIED
C60 N.T.S.
24" TEE 24"0 HDPE SMOOTH WALL 24"0 HDPE SMOOTH WALL FLEXIBLE
FLEXIBLE PIPE MITERED _ _ PIPE CONNECTED TO 24" TEE
TO 2H:1 V SLOPE (TYP.)
10' (MIN.)
18" PROTECTIVE COVER
MOUND 18" PROTECTIVE SOIL —
COVER OVER TOP OF PIPE
2
1
5 6 FINAL COVER SYSTEM
C600 C600
SECTION A -A
)0 NCHUTE
N.T.S.
i�
24"0 HDPE SMOOTH WALL FLEXIBLE PIPE
CONNECTED TO 24"x24"x24" TEE
SIZE VARIES- HDPE
SMOOTH WALL
FLEXIBLE PIPE
S40"
opw�cy�TE
27y 28 y 29 i PERIMETE
AnAArrniArrf)AJ CHANNEL
Sal szu
0 3
SIZE VARIES-HDPE 6" - 12" DIA. WELL -GRADED RIP -RAP
TEE FOR ENERGY STONE FOR CHANNEL LINING AT OUTLET,
DISSIPATION UNDERLAIN WITH 8 OZ/SY NON -WOVEN
GEOTEXTILE
NOTES:
1. THIS OUTLET DESIGN TO BE USED AT ANY LOCATION WHERE THE SLOPE OF THE DISCHARGE
PIPE IS GREATER THAN 5%.
2. LARGER STONES (12"-18" DIA.) TO BE USED AROUND TEE DISSIPATOR AS THRUST BLOCKS.
22 SIDE SLOPE DOD NCHUTE OUTLET DISSIPATOR
C60 N.T.S.
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
f0
O
w o
GC a
Z 0 w
O
w
cn 0
W
0
w
0
U
Z
0
r
0
w
m
a �
o �
O
z
ci
1
^
T
coN
}�
N
Z
ti
*-
O
0
n
mN
1 1
U
a) E
h.
o
irl
N
cr)N
;§
1 1
>
O
��yy
f�
M
Q
,i
N
C
a
a)
y
t
W
c
a
a>
O
O
O
1
r
U
Ln Z
WaQ
� Z
Z
J
Q�0
J
Z
(L
0
J =
V
C�
0 Z
azo0
aQ�z
QJw
Z
=
= W
O
WVWC.)
a.
0
Z cn
Z
0oc0
cn m
z
Z
aQQ
=
U
m
n
m
0
Z
N
fn
6
co
r
J_
Q
W
m
0
Z
}
m
w
w
Y
U
0
o
U
U
b
�
�
C14
w
z
�
m
Z
U
0
U
w
�
r
.0.
r+
Q
0
•Q
•. R
U
U
U
w
>
O
_
w
�
039r14 -
o
o
Q
DRAWING NO.:
8 I 6 5 I 3
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
` C602
'rr A1, T. B
III IA N �r ``
SHEET 17 OF 30

E:3
C�
5
CI
3
2
E
C604
DRY SEDIMENT BASIN PLAN VIEW
TOP OF 5' MIN. BASIN LENGTH
STORMWATER
EMBANKMENT "A" RUB N
OFF
PRINCIPAL SPILLWAY (SEE DETAIL BELOW)
EMERGENCY SPILLWAY "B" ;?��
-�
(SEE DETAIL) 25-YR WATER SURFACE ELEVATION "C"
RISER CREST "D"
ROCK
31 EARTHEN DAM BERM BAFFLE HEIGHT "E"
OUTLET 4'x 1 ' CLEANOUT
C604 PROTECTION D
I 1 FBASIN
BOTTOM."G E �2 K
I
BARREL
24 ANTI -SEEP COLLAR RISER ANTI -
FLOATATION
C603
ORIFICE
F
LAII -1
-
-BASIN BOTTOM
SLOPE (0.5% MIN.)
25 SKIMMER
:603
DRY SEDIMENT BASIN SECTIONAL VIEW
26
CLEANOUT STAKE
SEDIMENT BASIN DESIGN TABLE
SEDIMENT
BASIN
NUMBER/NAME
A
(FMSL)
B
(FMSL)
C
(FMSL)
D
(FEET)
E
(FEET)
F
(FEET)
G
(FMSL)
SKIMMER
SIZE (IN.)
SKIMMER
ORIFICE (IN.)
BASIN
VOLUME
(CF)
DEWATERING
TIME (DAYS)
NO. OF
SKIMMERS
10
250.00
249.00
248.22
4.00
2.00
1.00
244.00
5.00
5.00
747,550
2.99
1
11
250.00
249.00
248.32
4.00
2.00
1.00
244.00
2.50
2.50
83300
2.64
1
12
290.00
289.00
288.28
4.00
2.00
1.00
284.00
2.00
2.00
37,509
2.24
1
13
284.25
283.00
282.47
4.00
2.00
1.00
278.00
4.00
4.00
356,920
3.33
1
14
266.00
264.00
264.37
4.00
2.00
1.00
260.00
2.00
2.50
83,876
2.91
1
15
296.00
294.00
294.29
8.00
2.00
1.00
286.00
5.00
5.00
1,045,570
3.96
1
SIN
-1
ILI
' I
LI
EMERGENCY SPILLWAY DETAIL
DRY SEDIMENT BASIN - GENERAL NOTES
RIP -RAP, 10-INCH D50
GEOTEXTILE FABRIC
SPILLWAY
WIDTH
Sw (FT)
BASIN
10
20
BASIN
11
20
BASIN
12
20
BASIN
13
40
BASIN
14
20
BASIN
15
20
RIP -RAP STABILIZATION
TRASH RACK AND
ANTI -VORTEX DEVICE
RISER END C
INSTALL SKIMMER
INTO ORIFICE
DHOXo BARREL
I pp I PVC TI
PRINCIPAL SPILLWAY DETAIL
BASIN
10
BASIN
11
BASIN
12
BASIN
13
BASIN
14
BASIN
15
RH = RISER HEIGHT (FT)
4
4
4
4
4
8
DR = RISER DIAMETER (FT)
4
3
3
4
3
3
DH = ORIFICE DIAMETER (IN)
5
2.5
2
4
2.5
5
D= BARREL DIAMETER (FT)
2
2
2
2
2
2
1. SEDIMENT BASINS SHOULD NOT BE PLACED IN WATERS OF THE STATE OR
USGS BLUE -LINE STREAMS (UNLESS
6.
INSTALL SKIMMER AND COUPLING (AS NECESSARY) TO RISER STRUCTURE AT ORIFICE ALONG BOTTOM OF THE
APPROVED BY FEDERAL AUTHORITIES).
PRINCIPLE SPILLWAY'S RISER STRUCTURE. (REFER TO SKIMMER MANUFACTURER FOR INSTALLATION PROCEDURES
AND SKIMMER SPECIFICATIONS.)
2. SEDIMENT BASIN'S SIDE SLOPES SHALL BE SEEDED AND, WHEN NECESSARY, STABILIZED
WITH VEGETATIVE OR
SYNTHETIC MATTING TO PREVENT THE FORMATION OF RILLS AND GULLIES.
7.
SKIMMER SHOULD BE EQUIPPED WITH A MECHANISM, SUCH AS A ROPE, TO ALLOW EASY ACCESS TO SKIMMER
TO UNCLOGGED ORIFICE OR PERFORM OTHER NECESSARY MAINTENANCE.
3. INSTALL THREE (3) ROWS OF POROUS BAFFLES WITH A MINIMUM SPACING
OF 10 FEET.
BAFFLES SHOULD
ULTIMATELY BE PLACED TO MAXIMIZE THE SPACE BETWEEN EACH ROW OF
BAFFLES AND
THE BASIN'S
8.
STORMWATER RUNOFF ENTERING THE BASIN MUST BE DIRECTED INTO PROPER BMPS TO PREVENT EROSION
INLETS/OUTLETS. ONLY TWO (2) ROWS OF BAFFLES ARE NECESSARY FOR
BASINS THAT ARE LESS THAN 50
ALONG SIDE SLOPES AND TO PREVENT SCOUR AT THE BASIN'S INLETS.
FEET IN LENGTH.
9.
THE ELEVATION OF THE EMERGENCY SPILLWAY SHOULD BE AT LEAST 1 FOOT BELOW THE TOP OF THE
4. POROUS BAFFLES SHOULD BE COMPOSED OF COIR-BASED MATERIALS OR
TRMS WITH A
LIGHT PENETRATION
EMBANKMENT. THE EMERGENCY SPILLWAY SHOULD NOT BE LOCATED ON FILL MATERIAL, WHEN POSSIBLE. RIPRAP
(OPEN SPACES) BETWEEN 10-35%. THESE MATERIALS SHOULD NOT HAVE
LOOSE STRAW.
SILT FENCE MAY NOT
AND GEOTEXTILE LINER SHOULD BE PLACED ON ALL SPILLWAYS THAT MUST BE LOCATED ON FILL MATERIAL.
BE USED AS POROUS BAFFLES.
5. EACH POROUS BAFFLES SHALL BE INSTALLED ACROSS THE ENTIRE WIDTH
OF THE BASIN
AND ALONG THE
BASIN'S SIDE SLOPE UNTIL THE HEIGHT OF THE BAFFLE INTERSECTS THE
SLOPE.
23 SEDIMENT
BASIN
C603
N.T.S.
1'-0" MIN.
BAND OF
HELICAL PIPE
COLLAR TO BE
ED TO CENTER ROD AND LUG
ELICAL PIPE BAND
PARTIAL ELEVATION
END VIEW
EMBANKMENT
PVC ELBOW
'VC END CAP
1/2" HOLES
SIDE
SCH 40
PVC PIPE
WELD 1 1/8" x 1 1/8" x 1 1/8" ANGLES
TO COLLAR OR BEND A 90' ANGLE 1 1/8"
WIDE AS SHOWN IN DRAWING.
1 1/8"
1/8'
L SHEET METAL COLLAR SHALL BE CUT TO FIT
CORRUGATIONS OF HELICAL BAND, AND
WELDED WITH A CONTINUOUS WELD.
ISOMETRIC VIEW
24 HELICAL PIPE ANTI -SEEP COLLAR
C603 N.T.S.
TOP VIEW
WATER SURFACE
PROVIDE PROPER HORIZ. CLEARANCE
FROM SLOPE IN ORDER TO PROVIDE
FREE MOVEMENT OF SKIMMER
IFLEXIBLE HOSE
f� �1
NOTES:
1. FOR DETAILS OF FABRICATION DIMENSIONS: MINIMUM GAGES, SLOTTED HOLES,
AND NOTES, SEE DETAIL.
2. FOR BANDS AND COLLARS: MODIFICATIONS OF THE DETAILS SHOWN MAY BE
USED PROVIDING EQUAL WATER TIGHTNESS IS MAINTAINED AND DETAILED
DRAWINGS ARE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO
DELIVERY.
3. TWO OTHER TYPES OF ANTI -SEEP COLLARS ARE:
A. CORRUGATED METAL, SIMILAR TO UPPER, EXCEPT SHOP WELDED TO A
SHORT (4FT.) SECTION OF THE PIPE AND CONNECTED WITH CONNECTING
BANDS TO THE PIPE.
B. CONCRETE, SIX INCHES THICK FORMED AROUND THE PIPE WITH #3 REBAR
SPACED 15" HORIZONTALLY AND VERTICALLY.
4. SIZE AND SPACING OF SLOTTED OPENINGS SHALL BE THE SAME AS SHOWN
FOR CM COLLAR USE RODS AND LUGS TO CLAMP BANDS SECURELY TO PIPE.
PVC VENT PIPE
BOTTOM SURFACE
TTT_
-III-
-� FRONT VIEW
AFTER SKIMMER IS INSTALLED
CONTRACTOR SHALL NOTE SIZE
OF ORIFICE INSTALLED W/ A
PERMANENT MARKER - NOTATION
TO BE VISIBLE OUTSIDE OF BASIN
OSURE
UNIT
SCHEDULE 40
PVC PIPE
NOTE:
1. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION 6.64.
2. SKIMMER SHALL BE AS MANUFACTURED BY JW FAIRCLOTH OR APPROVED EQUAL BY THE ENGINEER.
25 SO IMMER
C603 N.T.S.
SCHEDULE 40
PVC PIPE
ORIFICE PLACE
PVC TEE
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
O
w o
GC a
Z 0
O W
w
w
cc
0
U
Z
O
r
0
w
r
r
co
m
0
m
w o
a �
0
N
0
z
I --I
ti
^
T
N
0o
}�
N
�
Z
C-4
*-
O
0
n
mN1aE--�
t_6
Q11
,L .L)
cr)N
4'
'
N §
1
�
�
M
Q
N
a
0)
�
y
t
W
=
a
a>
o
O
a)
N
1
r
U
L Z
Waa
Z
ch
Z
J
a00
J
Z
(L
0
j =
J
V
QJ
I=
_
V0=
azo0
a�z
IL
Q
J w
m
Z
=
= W
O
a.Uu-J
0
Z
0 oc
0
� m
�
Z
Q
Q Q
U
m
n
m
V
Z
N
CD
r
J_
Q
W
m
0
Z
m
m
w
w
Y
U
0
Lu
o
U
U
b
m
w
z
m
U)
Z
2
U
0
U
w
1,1111110110"
r
0��S�af 'r
¢
Zz
o
dQ•
U
W
U
w
>
o
is SEA4. =
w
o
a
439Y14 =
o
o
�
a
%�
DRAWING NO.:
` ,�mF-1-`;�e��3
C603
4tjT.
fell N01�
SHEET 18 OF 30
8 6 5
CI
3

E:3
7
t�
BAFFLE MATERIAL
5
HEAVY DUTY PLASTIC TIES
4
2
G
E
u
SUPPORT ROPE
OR WIRE TO I
PREVENT SAGGING
1.25 LB/FT STEEL
SUPPORT POST
24" INTO BOTTOM
OR SIDE SLOPES
STAKE FOR
SUPPORT WIRE
\-- COIR-BASED MATERIALS OR TRMs,
TRENCHED INTO BOTTOM AND SIDE SLOPES
CROSS SECTION VIEW
POROUS BAFFLE ROW
NON -CONCENTRATED
OUTFLOW
I��I
I�
II
BOTTOM OF SEDIMENT
BASIN OR TRAP
--SIDE SLOPES OF SEDIMENT
PERSPECTIVE VIEW BASIN OR TRAP
1.0' MIN. COVER
COMPACTED' �� 2-2/3'k1/2"
UNCLASSIFIED
�000000
CORRUGATIONS
FILL (D+2') 16 GAUGE (MIN.)
(MIN.)
6" THICK (MIN.) UNCLASSIFIED
PIPE BEDDING
SECTION A -A
W2
END OF FLARED
W1
END OF APRON
PLAN
COMPACTED OR -J
UNDISTURBED SOIL
NATURAL GRADE
26 POROUS BAFFLE
C604 N.T.S.
COM PAc
BAFFLE
MATERIAL
FLAT -BOTTOM TRENCH DETAIL
HEAVY DUTY PLASTIC TIES
BAFFLE MATERIAL
COMPACTED EARTH --\
BAFFLE MATERIAL
V-SHAPED TRENCH DETAIL
(ISE
DETAIL 27 HAS BEEN OMITTED
CULVERT SCHEDULE
PEAK
CULVERT
INLET LOCATION
OUTLET
DISCHARGE
DIAMETER
NO.
LENGTH
SLOPE
NO.
LOCATION
(CFS)
(IN)
BARRELS
(FT)
M
1
PERIMETER ITCH 1 &
BASIN 15
152.05
48
2
126
12.70
2
2
PERIMETERS ITCH 3 &
BASIN 15
159.04
36
2
184
1.08
3
PERIMETER DITCH 5 &
BASIN 14
37.49
24
1
132
6.06
6
4
PERIMETERDITCHITCH 7 &
BASIN 13
171.18
36
2
104
3.85
5
PERIMETER DITCH 9 &
PERIMETER DITCH
7.71
18
1
159
1.26
11
10
6
PERIMETERIDITCH 12 &
BASIN 12
17.95
18
1
130
1.54
7
PERIMETER DITCH 14
BASIN 10
166.81
48
2
123
9.75
3o CULVERT
C604 N.T.S.
OUTLET
LET
La)
W1�)
W �)
T25)
H
d50121N)
dMAX (IN)
4o.o
48 0
24 0
2
61N)
18o
B
10.0
16.5
4.5
1.125
6
12
18.0
C
15
17
6
1.125
6
6
9
D
10
12
6
1.125
6
6
9
NCI LM r/AOMIU
LAP
(IF NEEDED)
ELEVATION
SECTION B-B
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER AND ARE SUMMARIZED BELOW.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT
HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE
OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE
UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE
(FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL
HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH
OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
PERMITTED.
8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
9. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL MUST BE
STABILIZED.
31 OUTLET PROTECTION
C604 N.T.S.
GR(" 'm "'A' `
BE
T
(SEE CHANNEL SCHEDULE BELOW)
28 TRAPEDOIDAL TURF REINFORCEMENT MAT CHANNEL
C604 N.T.S.
T
FINISHED GRADE
'ADE
(STING GROUND
EXISTING GROUND
(SEE CHANNEL SCHEDULE BELOW)
29 TRIAND ULAR TURF REINFORCEMENT MAT CHANNEL
C604 N.T.S.
CHANNEL SCHEDULE
CHANNEL
DESIGN
DEPTH
(FT)
BO BOM
WIDTH
(FT)
TOP
WIDTH
(FT)
APPROX. SLOPE
M
SIDE SLOPES
(Z1/Z2)
CHANNEL
LINING
PERIMETER
DITCH
1
3.5
6.0
25.0
2.00
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
2
4.0
0.0
25.0
8.00
3/3
N/A
PERIMETER
DITCH
3
2.0
0.0
12.0
8.00
3/3
N/A
PERIMETER
DITCH
4
4.0
6.0
30.0
3.60
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
5
2.0
0.0
12.0
2.80
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
6
2.0
6.0
18.0
8.00
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
7
2.0
0.0
12.0
8.00
3/3
N/A
PERIMETER
DITCH
8
3.5
6.0
27.0
2.10
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
9
2.0
0.0
12.0
8.00
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
10
2.0
0.0
12.0
2.00
3/3
NAG
SC150
MATTING
PERIMETER
DITCH
11
2.0
0.0
12.0
8.00
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
12
2.0
0.0
12.0
5.70
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
13
2.0
0.0
12.0
5.80
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
14
2.0
6.0
18.0
6.00
3/3
NAG
SC250
MATTING
PERIMETER
DITCH
15
2.0
6.0
18.0
2.00
3/3
NAG
SC150
MATTING
PERIMETER
DITCH
16
2.5
6.0
18.0
6.00
3/3
NAG
SC250
MATTING
f2' MIN
' nnunnnTrn rn i
29T TEMPORARY DIVERSION DITCH
C604 N.T.S.
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
O
W p
L a
Z 0
O U)
w
W
cc
0
w
0
U
Z
0
r
0
r
co
m
0
m
w o
Q �
N
0
Z
ICI
ti
T
co
}�
N
z
ti
-
o
0
n
MN
to 1
U
a) E
111
,
L .E
;�
1
�
M
Q
N
m
co
W
c
a
a>
O
O
�
N
1
r
• rl
U
� Z
Lu
� Z
Z
J
a00
J
zaa°C
0
J =
V
va=
LL
azo0
aa0z
Q
J w
m
Z
=
= W
O
WVLu
0
Z
0oc0
Z
a Q
Q
=
U
2
m
r
m
U
z
N
�
co
r
W
m
Q
Z
}
m
o
w
Y
U
0
Lu
o
U
00
m
ul
z
�
00
Z
0
0
U
w
��tir�uu��yr
r
;Q
U
v)
U
w
>
o
i_ '
H0
0
d
439I14
o
o
a
%���$1.1 i
�
DRAWING NO.:
BEFORE YOU DIG! +' N6',t�g'
CALL 1-800-632-4949 �''-'qN T. �, ,�``C600
N.C. ONE -CALL CENTER ��
IT'S THE LAWI SHEET 19 OF 30
7
0
5

E:3
I1
1
LI
lei
2
H DEFINITION: CONTROLLING RUNOFF AND EROSION ON DISTURBED AREAS BY ESTABLISHING PERENNIAL
VEGETATIVE COVER WITH SEED.
PURPOSE: TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO
PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND
ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS.
G
E
■:3
SEEDBED REQUIREMENTS: ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES
THAT ARE UNSUITABLE DUE TO INAPPROPRIATE SOIL TEXTURE (NC EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, 1988), POOR DRAINAGE, CONCENTRATED OVERLAND
FLOW, OR STEEPNESS OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO CORRECT THESE
PROBLEMS.
TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM
REQUIREMENTS AS A GROWTH MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA:
- ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE
AND NUTRIENT SUPPLY (AVAILABLE WATER CAPACITY OF AT LEAST .05 INCHES WATER
TO 1 INCH OF SOIL).
- SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
- SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO
ROCK OR IMPERMEABLE LAYERS SUCH AS HARDPANS SHOULD BE 12 INCHES OR
MORE, EXCEPT ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT
FEASIBLE.
- A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 - 6.5.
- FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH
OF ANY KIND. CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3:1 IF
THEY ARE TO BE HYDROSEEDED.
IF ANY OF THE ABOVE CRITERIA ARE NOT MET - I.E., IF EXISTING SOIL IS TOO COARSE,
DENSE, SHALLOW OR ACIDIC TO FOSTER VEGETATION - SPECIAL AMENDMENTS ARE REQUIRED.
THE SOIL CONDITIONERS DESCRIBED BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL MAY
BE APPLIED.
SEEDBED PREPARATION
INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE
SEEDING, AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN.
LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTING IS
PERFORMED FREE OF CHARGE BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOIL
TESTING LABORATORY. DIRECTIONS, SAMPLE CARTONS, AND INFORMATION SHEETS ARE
AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES OR FROM NCDA. BECAUSE
THE NCDA SOIL TESTING LAB REQUIRES 1-6 WEEKS FOR SAMPLE TURN -AROUND, SAMPLING
MUST BE PLANNED WELL IN ADVANCE OF FINAL GRADING. TESTING IS ALSO DONE BY
COMMERCIAL LABORATORIES. WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES
SUGGESTED IN THE SEEDING SPECIFICATIONS SHOWN AT RIGHT. APPLICATION RATES USUALLY
FALL INTO THE FOLLOWING RANGES:
GROUND AGRICULTURAL LIMESTONE:
- LIGHT -TEXTURED, SANDY SOILS: 1 TO 1-1/2 TONS/ACRE
- HEAVY -TEXTURED, CLAYEY SOILS: 2-3 TONS/ACRE
FERTILIZER:
- GRASSES: 800-1200 LB/ACRE OF 10-10-10 (OR THE EQUIVALENT)
- GRASS -LEGUME MIXTURES: 800-1200 LB/ACRE OF 5-10-10 (OR THE
EQUIVALENT)
APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL
BY DISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN
USING A HYDROSEEDER, APPLY LIME AND FERTILIZER TO A ROUGH, LOOSE SURFACE.
ROUGHEN SURFACES PRIOR TO SEEDING.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A
SMOOTH, UNIFORM SURFACE (SLOPES LESS THAN 3:1). FILL IN OR LEVEL DEPRESSIONS
THAT CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT
HAS NOT BEEN SEALED BY RAINFALL.
TEMPORARY SEEDING SPECIFICATIONS
AREAS LEFT DISTURBED FOR LONGER THAT 30 DAYS BUT LESS THAN ONE
(1) YEAR:
Time Period
Item
Rate of Application
(lb./acre)
January Ito May 1
Rye (Grain)
120
Annual Lespedeza (Kobe)
50
Limestone
2,000
10-10-10 Fertilizer
750
Nitrogen (March only)
50
Mulch
4,000
May 1 to August 15
German Millet
40
Limestone
2,000
10-10-10 Fertilizer
750
Mulch
4,000
August 15 to
December 30
Rye (Grain)
120
Limestone
2,000
10-10-10 Fertilizer
750
Mulch
4,000
If it is necessary to extend temporary cover beyond June 15, the area should be
overseeded with 50 lb/acre of Kobe lespedeza in latter February or early March.
SOIL
AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING. TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING SEEDING DATES GIVEN IN THE SEEDING MIXTURE SPECIFICATIONS ARE DESIGNATED AS
"BEST" OR "POSSIBLE". SEEDINGS PROPERLY CARRIED OUT WITHIN THE "BEST" DATES HAVE A
HIGH PROBABILITY OF SUCCESS. IT IS ALSO POSSIBLE TO HAVE SATISFACTORY ESTABLISHMENT
WHEN SEEDING OUTSIDE THESE DATES. HOWEVER, AS YOU DEVIATE FROM THEM, THE
PROBABILITY OF FAILURE INCREASES RAPIDLY. SEEDING ON THE LAST DATE SHOWN UNDER
"POSSIBLE" MAY REDUCE CHANGES OF SUCCESS BY 30-50%. ALWAYS TAKE THIS INTO
ACCOUNT IN SCHEDULING LAND -DISTURBING ACTIVITIES.
USE CERTIFIED SEED FOR PERMANENT SEEDING WHENEVER POSSIBLE. CERTIFIED SEED IS
INSPECTED BY THE NORTH CAROLINA CROP IMPROVEMENT ASSOCIATION. IT MEETS
PUBLISHED NORTH CAROLINA STANDARDS AND SHOULD BEAR AN OFFICIAL "CERTIFIED
SEED" LABEL.
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN
IMPORTANT INFORMATION ON SEED PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS.
SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NO ACCEPT
SEED CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO THE SPECIES OF
LEGUME. APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP -TYPE SPREADER, DRILL,
CULTIPACKER SEEDER, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED. WHEN USING A
DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO MORE THAN 1 INCH DEEP,
GRASSES AND LEGUMES NO MORE THAN 1 /2 INCH. EQUIPMENT SHOULD BE CALIBRATED IN
THE FIELD FOR THE DESIRED SEEDING RATE. WHEN USING BROADCAST -SEEDING METHODS,
SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED
NEEDED FOR EACH SECTION. APPLY ONE-HALF THE SEED WHILE MOVING BACK AND FORTH
ACROSS THE AREA, MAKING A UNIFORM PATTERN: THEN APPLY THE SECOND HALF IN THE
SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST PASS. MULCH ALL PLANTINGS
IMMEDIATELY AFTER SEEDING.
HYDROSEEDING:
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A
ROUGHENED SLOPE WILL PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND
SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE SEEDBED
PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES,
AND IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST
2,000 LB/ACRE.
APPLY LEGUME INOCULATES AT FOUR TIME THE RECOMMENDED RATE WHEN ADDING
INOCULATE TO A HYDROSEEDER SLURRY.
IF A MACHINERY BREAKDOWN OF 1 /2 TO 2 HOURS OCCURS, ADD 50% MORE SEED TO
THE TANK, BASED ON THE PROPORTION OF THE SLURRY REMAINING. THIS SHOULD
COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, A FULL RATE OF NEW SEED MAY
BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE.
IT CAN BE BLOWN ONTO STEEP SLOPES IN DRY FORM.
MAINTENANCE: GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY
ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING,
INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS
WITHIN THE SAME SEASON, IF POSSIBLE.
RESEEDING: IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS
AND QUANTITIES OF LIME AND FERTILIZER. RE-ESTABLISH THE STAND AFTER SEEDBED
PREPARATION OR OVER- SEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES
IF THE TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT
IMBALANCE IS RESPONSIBLE.
FERTILIZATION: ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES
REFERTILIZATION IN THE SECOND GROWING SEASON. FINE TURF REQUIRES ANNUAL
MAINTENANCE FERTILIZATION. USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES
GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
PERMANENT SEEDING SPECIFICATIONS
Time Period
Item
Rate of Application
(lb./acre)
August 20 to October 25
Tall Fescue
100
Sericea Lespedeza
30
Kobe Lespedeza
10
Common Bermuda or
Pensacola Bahia
10/25
Limestone
4,000
10-10-10 Fertilizer
1,000
Mulch
4,000 to 5,000
February 1 to April 15
Tall Fescue
100
Sericea Lespedeza
30
Kobe Lespedeza
10
Limestone
4,000
10-10-10 Fertilizer
1,000
Mulch
4.000 to 5.000
SOIL
AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING, OR NETTING.
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
ONE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH
DAMAGED AREAS
33A SEEDING SCHEDULE
C605 N.T.S.
1.25 LB./LINEAR FT. STEEL POSTS
FILTER FABRIC
BACKFILL TRENCH WITH
COMPACTED EARTH
6•
Mqk
` Sp
USE EITHER FLAT -BOTTOM -
OR V-BOTTOM TRENCH
SEE DETAILS
SILT FENCE INSTALLATION
PROVIDE SILT FENCE SUPPORT CONSISTING OF
14 GA. STEEL WIRE W/ 6" MESH SPACING OR
PREFABRICATED POLYMER MESH OF EQUIVALENT
STRENGTH
HEAVY DUTY PLASTIC
TIE FOR STEEL POSTS
(RESTRICT TO TOP
8-INCHES OF FABRIC)
BURY FABRIC
SILT FENCE — GENERAL NOTES
1. DO NOT PLACE SILT FENCE ACROSS CHANNELS OR IN OTHER AREAS SUBJECT TO CONCENTRATED
FLOWS. SILT FENCE SHOULD NOT BE USED AS A VELOCITY CONTROL BMP. CONCENTRATED FLOWS
ARE ANY FLOWS GREATER THAN 0.5 CFS.
2. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE SILT FENCE SHALL BE 100-FEET.
3. MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO THE FENCE LINE) SHALL BE 2:1.
4. SILT FENCE JOINTS, WHEN NECESSARY, SHALL BE COMPLETED BY ONE OF THE FOLLOWING
OPTIONS:
- WRAP EACH FABRIC TOGETHER AT A SUPPORT POST WITH BOTH ENDS FASTENED TO THE POST,
WITH A 1-FOOT MINIMUM OVERLAP;
- OVERLAP SILT FENCE BY INSTALLING 3-FEET PASSED THE SUPPORT POST TO WHICH THE NEW
SILT FENCE ROLL IS ATTACHED. ATTACH OLD ROLL TO NEW ROLL WITH HEAVY-DUTY PLASTIC
TIES; OR,
- OVERLAP ENTIRE WIDTH OF EACH SILT FENCE ROLL FROM ONE SUPPORT POST TO THE NEXT
SUPPORT POST.
FI
NCDOT #5 OR #57
STONE
DOWNSTREAM VIEW
CROSS—SECTION
34 ROCK CHECK DAM
C605 N.T.S.
CLASS 1 RIPRAP
HEAVY DUTY PLASTIC TIES
FILTER FABRIC
COMPACTED EARTH00
N
I
RUNOFF -
Zn -
N
FILTER
FABRIC
4" MIN
FLAT —BOTTOM TRENCH DETAIL
HEAVY DUTY PLASTIC TIES
FILTER FABRIC
COMPACTED EARTH
BURY FILTER FABRIC
AT LEAST 12-INCHES
V—SHAPED TRENCH DETAIL
5. ATTACH FILTER FABRIC TO THE STEEL POSTS USING HEAVY-DUTY PLASTIC TIES THAT ARE EVENLY
SPACED WITHIN THE TOP 8-INCHES OF THE FABRIC.
6. INSTALL THE SILT FENCE PERPENDICULAR TO THE DIRECTION OF THE STORMWATER FLOW AND
PLACE THE SILT FENCE THE PROPER DISTANCE FROM THE TOE OF STEEP SLOPES TO PROVIDE
SEDIMENT STORAGE AND ACCESS FOR MAINTENANCE AND CLEANOUT.
7. INSTALL SILT FENCE CHECKS (TIE -BACKS) EVERY 50-100 FEET, DEPENDENT ON SLOPE, ALONG
SILT FENCE THAT IS INSTALLED WITH SLOPE AND WHERE CONCENTRATED FLOWS ARE EXPECTED OR
ARE DOCUMENTED ALONG THE PROPOSED/INSTALLED SILT FENCE.
32 SILT FENCE
C605 N.T.S.
EROSION CONTROL MATTING INSTALLATION:
1. INSTALL NA GREEN SC250 OR ENGINEER
APPROVED EQUAL IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND NOTES
BELOW.
2. PREPARE SOIL BEFORE INSTALLING ROLLED
EROSION CONTROL PRODUCTS (RECPS),
INCLUDING ANY NECESSARY APPLICATION OF
LIME, FERTILIZER, AND SEED.
3. BEGIN AT THE TOP OF THE SLOPE BY
ANCHORING THE RECPS IN A 6"(15CM) DEEP X
6"(15CM) WIDE TRENCH WITH APPROXIMATELY
12" (30CM) OF RECPS EXTENDED BEYOND THE
UP -SLOPE PORTION OF THE TRENCH. ANCHOR
THE RECPS WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30CM) APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING.
APPLY SEED TO THE COMPACTED SOIL AND
FOLD THE REMAINING 12"(30CM) PORTION OF
RECPS BACK OVER THE SEED AND COMPACTED
SOIL. SECURE RECPS OVER COMPACTED
SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12"(30CM) APART
ACROSS THE WIDTH OF THE RECPS.
4. ROLL THE RECPS (A) DOWN OR (B)
HORIZONTALLY ACROSS THE SLOPE. RECPS
WILL UNROLL WITH APPROPRIATE SIDE AGAINST
THE SOIL SURFACE. ALL RECPS MUST BE
SECURELY FASTENED TO SOIL SURFACE BY
PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN
GUIDE.
5. THE EDGES OF PARALLEL RECPS MUST BE
STAPLED WITH APPROXIMATELY 2" - 5"
(5-12.5CM) OVERLAP DEPENDING ON THE
RECPS TYPE.
6. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE
MUST BE END OVER END (SHINGLE STYLE) WITH
AN APPROXIMATE 3"(7.5CM) OVERLAP. STAPLE
THROUGH OVERLAPPED AREA, APPROXIMATELY
12"(30CM) APART ACROSS ENTIRE RECPS
WIDTH.
NOTE:
1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
OR STAKE LENGTHS GREATER THAN 6"(15CM) MAY
BE NECESSARY TO PROPERLY SECURE THE
RECPS.
2. ALL SLOPES WITH SLOPE GREATER THAN 3:1
THAT CONSTRUCTION ACTIVITIES HAVE
PERMANENTLY OR TEMPORARILY CEASED SHALL
BE STABILIZED WITH NA GREEN SC 150 EROSION
CONTROL MATTING OR APPROVED EQUAL.
33 EROSION CONTROL MATTING
C605 N.T.S.
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
0
W o
Z
O
Cn
cc
0
0
U
z
Uj
0
m
U)
w b
N
Q N
N
0
CU
T
co
4-A
N
Z
n
_
�
O
to
N
1
1
V
a) E
rl
Q
X 0
1
Cd
-5
1
1
-D
LL ,E-
U
n
O 3
�
Q
N
>
a
rn
a
W
�
Q
O
O
O
T
U
Lf) Z
Waa
zZ
�
�
aC)0
J
aa�
J
O
J
_
aLLZ=
U
0
Z �
�
Q
Q
J Z
Z
�
W
=
Z 0
W
0-
=) J
LU
o>.
O
Uj
U
Q
Z N
Z
c
OW(n
Z�Z
Q
Q =
L)
=
V
m
Z
n
n'
m
Cn
T
7J
J_
Q
W
Q
Z
m
�
m
o
U
0
w
�
U
H
w
vi
U
o�
N
W
Z
M
cn
2
LU
0
U
w
�
' Q�T ••T� ¢ w ;Q j;• U w 0
�. CO
_ 0 0 Cr
0." • - o o IL
• JZ-z+'�� ,.y ` DRAWING NO.:
CALL 11--800-6 2-4949 BEFORE YOU D101'���'r-,;-AN T. 'O,�;� C 6 0 5
N.C. ONE -CALL CENTER
IT'S THE LAWI SHEET 20 of 30
8 7 6
LI
3
2

8 1 7
N.
5
CI
3
2
I
G
F
E
6" FLANGED
Di 6"0 SDR 11 HDPE PIPE
MOUND BACKFILL MATERIALS ----
AROUND FINISHED WELL
EXISTING GRADE
INS] IJT"Im(oZelV I
BENTONITE PLUG
a
SOIL BACKFILL
C 6"0 HDPE, SDR 11
N SOLID PIPE
N
N
BENTONITE PLUG
i
a
0
o SOIL BACKFILL
U
►0
1" TO 2" DIAMETER WASHED STONI
6"0 HDPE, SDR 11 PERFORATED PIPE
1/2" DIAMETER HOLE SPACED 90' AROUND
THE CIRCUMFERENCE OF THE PIPE, AND 3" ON
CENTER ALONG THE PIPE. STAGGER ADJACENT
ROWS OF PERFORATION ALONG THE PIPE.
END CAP
EAD ASSEMBLY
_1 -0;
—2'- 0" MIN.
—2'- 0" MIN.
7'-0„
2'-0" MIN.
VARIES
1'-0" MIN.
1'-0"
VARIES
1'-0"
3'-0"
DIAMETER
36 LANDFILL GAS WELL
C606 NOT TO SCALE
4'-0"
EMERGENCY SPILLWAY TO
INCLUDE IMPERVIOUS LINER
TO EXISTING GRADE
EMBANKMENT
MIN. 5' WIDE
LINER TO EXTEND UP SIDES
OF WEIR MIN 12" - TYP. 1' MIN
BOTH SIDES FREEBOARD
6" MAX WATER DEPTH
ACROSS SPILLWAY
M
CARRY LINER DOWN TO
EXISTING GRADE (EDGE
OF DISTURBANCE) -_
SEE EROSION CONTROL
PLAN FOR DISCHARGE
PIPING SIZE & LENGTH
TURN EDGES OF J
FABRIC DOWN MIN. SKIMMER TO EXIT AT POND
12" INTO GROUND INVERT ELEVATION OR LOWER
- TAMP AND IF POSSIBLE
COMPACT
PROVIDE PROPER HORIZ. CLEARANCE
FROM SLOPE IN ORDER TO PROVIDE
FREE MOVEMENT OF SKIMMER
BAFFLES TO BE 6"
HIGHER THAN BASIN
DEPTH INDICATED 0
PLAN
D
KIP —1
BASIN BOTTOM
RIP RAP PAD UNDER
SKIMMER ASSEMBLY
DRY SEDIMENT BASIN SECTIONAL VIEW
CONSTRUCTION REQUIREMENTS
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL
CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO
THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT
6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A
SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE
PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND
THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE
ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN
COMPACTING UNDER THE PIPE HAUNCHES.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH
THE FLEXIBLE JOINT TO THE BARREL AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE
TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR
MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED
ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE
AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE
EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT
ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER
THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING
THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH
OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM
BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL
OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE
SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
12. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
35 SKIMMER BASIN
C606 NOT TO SCALE
SKIMMER BASIN
SECTION VIEW
POROUS BAFFLES
(DO NOT USE SILT FENCE)
(SEE DETAIL 38/C305)
NOTE:
ALL EMERGENCY SPILLWAYS SHALL BE LINED IN
ACCORDANCE WITH NCDEQ STANDARDS.
FABRIC SHALL BE TERRATEX GS - INSTALL
PER MANUFACTURER'S RECOMMENDATIONS
SEDIMENT STORAGE
ZONE
INFLOW
STRUCTURE
"-- RIP -RAP STABILIZATION
DEWATERING ZONE
INSPECTION AND MAINTENANCE
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE
FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT
UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE
ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE
SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD
DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF
WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN,
USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN
AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK,
PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE
DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS
CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE
REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS
FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME
SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE
SKIMMER FROM PLUGGING WITH ICE.
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
0
cc
O
LU 0
LL a
Z 0
O U)
W
cl) 0
W
0
w
0
U
0
r
0
W
co
0
W o
a �
o
no
ICI
n
^
T
N
0o
}�
N
�
Z
C-4
a)
O
0
n
MN
1 1
U
a) E
111
ILL .E
;�
1 1
>
O
��yyy
�
M
Q
N
m
co
y
t
W
c
a
d
O
O
O
N
1
r
u
U
Z
Waa
c
zZ
aC)0
J
J
ZaaCC
J
=
U
Q
U
cc
aZ�0
aa�z
QJw
Z
=
=
W
W
ILp
()
Lu
Z
0
1=
0
V♦
VI
W
M
V♦
z
Q
Q
Q
=
U
m r m
U z N w
L0
W
r
J_
a
W
m
p
Z
[0
o
W
Y
U
2
o
U
00
�
�
cm
w
z
H
m
c
Z
oil
U
w
,,1«111"'0r. r
INIP,
;Q:•
i
U
U
U
W
>
O
is SEAL =
�
�
o
a
439Y14 i=
ol
o
CL
CL
a
10 %
DRAWING NO.:
BEFORE YOU DIG! +' N���',t�g'
CALL 1-800-632-4949 �''-'qN T. �� ,�``C606
N.C. ONE —CALL CENTER
IT'S THE LAWI SHEET 21 OF 30
8 1 6 1 5
3

f
2
II
5
4
3
a
G
F
E
NOTES:
1. SECOND LEACHATE COLLECTION SUMP AND RISER PIPE IS
OPTIONAL FOR CONSTRUCTION.
2. LEACHATE COLLECTION SUMP PLAN DENOTES SURFACE OF HDPE
GEOMEMBRANE LINER.
B 3. BEND PIPE OR PROVIDE FITTING AS REQUIRED TO ALIGN
CONNECTION PIPE WITH SUMP PUMP AND SIDESLOPE RISER.
ALSO BEND OR PROVIDE FITTING AS REQUIRED TO ALIGN
LEACHATE COLLECTION PIPE WITH SIDESLOPE CLEANOUT RISER.
/0
COARSE AGGREGATE
AASHTO NO. 57 OR NO. 67 STONE
AGGREGATE TO BE EXPOSED PRIOR
TO WASTE PLACEMENT
35 LEACHATE COLLECTION PIPE
C700 N.T.S.
"Ad&
LEACHATE COLLECTION SUMP AND RISER PLAN
N.T.S.
A�
,11
.ES -/8"w
a
HDPE PIPE
ILV
SECTION A -A
PERFORATION PATTERN
36 PERFORATED LEACHATE COLLECTION PIPE
C700 N.T.S.
4"x4" POST PAINTED BLUE
LABELED LEACHATE PIPE CLEANOUT
IN 2" BLACK LETTERS (TOP 3" OF
NOTES:
1. LEACHATE COLLECTION PIPES SHALL BE CLEANED UPON INCIDENCE OF
DECREASED (50%) FLOW FROM A PARTICULAR COLLECTION PIPE. FLOW WILL BE
DOCUMENTED AND COMPARED FOR 60 DAYS TO FLOWS FROM SIMILAR CELLS
WITH SIMILAR WASTE VOLUMES. DIURNAL FLOWS FROM INDIVIDUAL COLLECTION
PIPES MUST BE CONSIDERED. SHOULD THE COMPARISON INDICATE BLOCKAGE IN
A PARTICULAR PIPE, IT SHALL BE CLEANED.
2. LEACHATE COLLECTION PIPES SHALL BE HYDRAULICALLY CLEANED USING HIGH
PRESSURE WASHERS AS NEEDED.
3. LEACHATE CLEANOUT WILL BE VISUALLY INSPECTED ANNUALLY
3s LEACHATE CLEANOUT
C700 N.T.S.
a
8" TEE WITH BLIND FLANGE
0
Ir
O
w o
GC a
Z 0
O 0
W
F
W
0
w
0
U
Z
O
r
0
r
co
0
Tm
m
W o
m �
no
ICI n
T
^ N
co
}� N
� z C-4
0 n
U.
M N
Ut
c� c E
a x o
' LL .�
U
N cr)�..1 M 3
M
Q � N
W c a
a>
o
0
rn
1 r
V
U
�
Z
WaQ
ch
zZ
Q00
J
J
Zaa°C
O
J
=
V
Q
Ua=
azo0
aQI_Z
Q
J
w
_
Z
a
Lu
O
WV
IL
wC)
p
Z
D
I
cn
W
cn
z
Q
Q
Q
U
= m n m
U z N N
LA
r
cn
J
a
}
m
�
m
o
W
W
Q
Y
U
W
NORTH CAROLINA
W
0
C)
00
vi
BOARD OF EXAMINERS
Q
FOR ENGINEERS AND
N
~
z
SURVEYORS LICENSE
V
w
NO. C-3035
W
m
w
J
w
0
' tttitt�lttitl�! , .
•, 0�
J
O
W .�"i
�a� ,+
0
>
cf)
W
O
•
o
Cc
.�.
099Z14
o
a
• s';• JZ'�+'�� �;� �`
DRAWING NO.:
.41
•� C700
qN T. 6�
0
5
11
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
SHEET 22 OF 30

I
m
7
2
G
F
E
1
W
MA
COARSE AGGREGATE AASHTO NO. 57 OR
NO. 67 STONE OR APPROVED ALTERNATE
42 TYPICAL HDPE LEACHATE
C701 SUMP PUMP HOUSING
(TYP.)
LEACHATE PUMP AND
DISCHARGE HOSE ON
TROLLEY
0%
mo/�0222/e/.",
2' - 0"
(APPROX)
TRIPLE LAYER OF HDPE FOR RUB
SHEET UNDER FLAT STOCK
WASTE
+
20'
24" ADDED PROTECTIVE
COVER OVER SUMP AREA
1" THICK HDPE FLAT STOCK
36 PERFORATED LEA(
C701/ COLLECTION PIPE
8 OZ/SY NON -WOVEN
GEOTEXTILE FILTER FABRIC
(ALL AROUND AGGREGATE)
I
I
•
♦
♦
• • • • • • •
v v 95w
X
�1�1�1�1�1�1�1�1��1�1 1 11/ / • ♦ ♦
iI1//v
�© BASSYSTEM
E LINER
.11 •11
39 LEACHATE COLLECTION SUMP SECTION
C70 N.T.S.
3" HOSE WITH 1/8" STAINLESS STEEL -\\
PULL-OUT CABLE EACH PUMP. ATTACH 18"0 SOLID HDPE SDR-11
PUMP POWER CABLE AT 5' INTERVALS SIDESLOPE RISER (TYP.)
TO DISCHARGE HOSE USING NYLON
CABLE TIES (TYP.)
1 —74 8"0 SOLID HDPE SDR-11
J w SIDESLOPE CLEANOUT RISER
�Lr-
UJ
�bi0
1 0" +
4" (APPROX.)
1 V 2
41 LEACHATE COLLECTION RISER SECTION
C70 N.T.S.
42
;70
COARSE AGGREGATE AASHTO NO. 57 OR
NO. 67 STONE OR APPROVED ALTERNATE
8 OZ/SY NON —WOVEN GEOTEXTILE FILTER
FABRIC (ALL AROUND AGGREGATE)
WASTE
COLLECTION PIPE
24" ADDED PROTECTIVE
COVER OVER SUMP AREA
36
18" SOLID HDPE SDR-11
SIDESLOPE RISER PIPE
2" HOSE WITH 1 /8" STAINLESS STEEL
PULL—OUT CABLE. ATTACH PUMP POWER
CABLE AT 5' INTERVALS TO DISCHARGE
HOSE USING NYLON CABLE TIES.
8"0 BEND
1.
1-
�1� /11111111111111111111111111/ / —'• --• --• --• --• --• --• --• --• --• --• --• --• — --• ���"� �"� � � — �`ty,`Ty,`Ty,'Ty,'Ty�'T. _ T. — Ty_, -Ty,- : ♦•
♦♦ 1�1�1�1�1�1�1�1� •♦• /`j
�i,. j ♦ •.•.•PERFORATED LENGTH
_�� ��/G�%1//Ii•�♦♦II�i111/////////►1111111111111111111111111♦'1•♦♦•♦ •- •
/�///�
•
• •
4o LEACHATE COLLECTION SUMP AND RISER PROFILE
C70 N.T.S.
NOTE:
1. LEACHATE COLLECTION SUMP PUMP SHALL BE INSTALLED IN ONE RISER PIPE.
THE SECOND LEACHATE SUMP PUMP MAY BE INSTALLED IN SECOND SIDESLOPE
PIPE BASED ON RISER PERFORMANCE, CURRENT LEACHATE PERFORMANCE, AND
LANDFILL OPERATIONS.
I A \ 1 O 'P furl— 1 I nUrC rlrr-
SECTION A —A
PERFORATION PATTERN
42 TYPICAL HDPE LEACHATE SUMP PUMP HOUSIND
C70 N.T.S.
43 CLOSURE SYSTEM RISER PIPE PENETRATION
C70 N.T.S.
8"0 SOLID HDPE SDR-11
SIDESLOPE RISER CLEANOUT
(PROJECTED)
BEFORE YOU DI01
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW1
(APPROX.)
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
0
Ir
U Z
w o
GC a
Z 0
O U)
w
Fn o
W
0
U
O
0
W
co
mo
o Eb
O
ci
1
^
T
N
co
}�
N
�
Z
c'j
0
n
MN
1 1
U
a) E
O
111
L .E
;�
1 1
>
O
��yyy
�
M
Q
N
a)
W
c
a
d
�y
O
O
O
1
r
V
U
� Z
WaQ
zZ
ch
J
Q00
J
zaa°C
O
J =
V
U0Z
a
zo0
aa�z
QJw
Z
=
= W
O
WVLu
IL
0
Z
D 1
V♦ W
/O)
z
a Q
Q
U
=
m
n
U
z
N
m
cn
LA
W
r
7j
J
a
m
�
W
o
C°
z
o
w
Y
U
w
cr
2
W
0
U
00
N
m
W
N
~
z
Q
=
U
Q
W
m
w
J
w
0
��tittu►►►rrfrr
gJ4 CA r
r+
•Q
•. R
U
U
U
w
>
O
brw,
EAL '
o�r14 -
LLI
o
U
o
0
CL
oC
Q
DRAWING NO.:
C701
SHEET 23 OF 30
0
11

E:3
7
al
G
F
F
ti
DHDPE SDR 11 SIE �
SIDSLOPE RISER
43
C701
PROVIDE HDPE FLANGED FITTING
AND HDPE BLIND FLANGE AT END
OF CLEAN OUT RISER N
8"0 SOLID HDPE SDR 11� U
LEACHATE COLLECTION �
PIPE CLEANOUT RISER
4"0 HDPE VENT PIPE
2"0 HOSE (OR FLEXIBLE PIPE)
WITH 1 /8" STAINLESS STEEL
PULLOUT CABLE. ATTACH PUMP
POWER CABLES AND CONTROL
CABLES AT 5' INTERVALS TO
DISCHARGE HOSE USING NYLON
CABLE TIES.
4"x4"x"
PLATE
H2
H1
SQUARE
BLIND FLANGE (FOR
(�•� FUTURE CELL CONNECTION)
I I
I I 47 VALVE BOX AND COLLAR
70
6" GATE VALVE
ce
MOTOR LEAD AND LEVEL
SENSOR BREAKOUT
I I i JUNCTION BOXES
I I
E
TO SdCOND i i PUMP/FLOW METER A
RISER PIPE CONTROL PANEL C701
(OPTIONAL) ---------
-_—
1—� E
I I
2"0 SCH 80 PVC PIPE OR
PREMANUFACTURED HDPE PIPE I FLOW METER SENSOR
E BREAKOUT JUNCTION BOX
4"0 HDPE SDR 21 LEACHATE
FORCEMAIN (CONNECT TO
PREVIOUS CELL) I I
I I
L�
N
� U
44 LEACHATE RISER PLAN
C70 N.T.S.
2"x Y4" STEEL STRAP
3/4" THREADED ROD W/HEX NUTS
9"(MIN.)
Dx1.5
N
D (MIN.
THICKESS)
STANDARD CONCRETE BLOCKING
FOR HORIZONTAL BENDS (TYP.)
VERTICAL BENDS
-UNDISTURBED EARTH
CONCRETE BLOCKING
H2
MIN. BEARING
AGAINST PIPE
I
I I
I I
I
EDGE OF TRENCH
HORIZONTAL BENDS
PADDL
2"0 DISCHARGE H
OR FLEXPIPE
NO'
PR(
INS
PIP
B/
S/
18"0 HDPE SDR 11 RISER
0 x 1"
FLAT STOCK
"0x3" LONG SS EYE
JITH SS NUT AND SS
R (TYP.)
3/8"0 SS THREADED
COUPLING
STAINLESS STEEL BOLTS,
RS AND NUTS (TYP.)
45 RISER BOLD HEAD AND FITTIND S
C70 N.T.S.
V
�v
CONCRETE all, NOTE: DIMENSIONS
SAME BLOCKING BLOCKING I ARE CONTROLLED BY
A\` DIAMETER OF BRANCH
S OPPOSITE SIDE
EDGE OF TRENCH\j MAIN
C' = BRANCH = C'
PLUG
I
2" D.I. PIPE STRUT12
I\
1 6"
H2
H1
TEES, CROSSES, & PLUGS
D (MIN. THICKNESS)
UNDISTURBED EARTH
V (MIN. BEARING
AGAINST TRENCH WALL)
I
I
-------L ii
8" (MIN.)
CONCRETE
BLOCKING
NOTE:
CONCRETE THRUST BLOCKS MUST
BE CURED A MINIMUM OF 96 HOURS
BEFORE PRESSURIZING THE PIPING.
SECTION G—G
TABLE OF DIMENSIONS FOR CONCRETE BLOCKING
TYPE
TEES, CROSSES & PLUGS
90' BENDS
45' BENDS
22 1/2' BENDS
11 1/4' BENDS
TYPE
PIPE
SIZE
H1
H2
V
D
CU.
H1
H2
V
D
CU.
H1
H2
V
D
CU.
H1
H2
V
D
CU.
H1
H2
V
D
CU.
PIPE
SIZE
4"
28"
16"
16"
16"
3.3
24"
14"
12"
12"
1.6
16"
12"
10"
12"
1.0
12"
10"
9"
12"
0.7
10"
10"
8"
12"
0.6
4"
4g CONCRETE THRUST BLOCOIND FOR FORCEMAINS
C70 N.T.S.
45 RISER BULKHEAD AND FITTINGS
C70
CONCRETE H
—Z
• • • •
° d °
° 8
a ° d
° p d I d
4'X4'X6" d
CONCRETE ° �'
PAD °d G °
ad C °
°d
° ° 44 I
\ n d A ° °
2" 0 SCH 80 PVC PIPE
OR PREMANUFACTURED
PIPE
FLOW _
48 "0 HDPE SDR 21 LEACHATE
C70 ORCEMAIN (CONNECT TO
PREVIOUS CELL)
47 VALVE BOO AND COLLAR
C70 N.T.S.
4"0 PVC GATE VALVE
3'
3'0 SDR17 HDPE BARREL SUMP
4"0 ELBOW
z 4"0 SDR17 HDPE PIPE
� 4"0 ELBOW
1'
PROTECTIVE COVER SOILJ
WASTE
2 BASE LINER SYSTEM
C600 C600
3
FLOW TOTALIZER
(OPTIONAL)
UTI LITY
PANEL
i
PUMP
CONTROLLER
PANEL
°
a e
d d° POST
a °
a ° d
d °
°
de ° d ° d G ° d
° d
A v c ° ° d °
° A ,° d
d ° C
e 4
°
Ad
° ° A L—Te —Td— Al a // /\
47 VALVE BOX AN _ f2��//�/
C70
BLIND FLANGE (FOR g\/
\ TURECELL CONNECTION)
4" GATE VALVE
4s LEACHATE RISER SECTION
C70 N.T.S.
FINISHED GRADE
ALL PIPING SHALL
SLOPE TOWARD THE
REDUCING TEE
PLACE ADDITIONAL COVER
SOIL BENEATH THE
CLEANOUT CONNECTION
HDPE LEACHATE CLEANOUT PIPE
3' (MIN.)
0
_I
2
PIPE BEDDING MATERIAL _
NO. 57 OR NO. 67 STONE
8" (MIN.)
EXISTING GROUND
SURFACE
/
/
12" (MIN.)
COMPACTED
SOIL BACKFILL
METALLIC PIPE
LOCATOR TAPE
ELECTRICAL CONDUIT
(AS NECESSARY)
4"0x6"0 DUAL CONTAINM
SDR 21 SOLID WALL
HDPE FORCEMAIN
FILL TO SPRING LINE
3"-6" (MAX.)
LEACHATE FORCEMAIN AND
48 ELECTRIC CONDUIT TRENCH
C70 N.T.S.
4"0 SDR17 ELBOW(S),
DETERMINE ANGLE IN THE FIELD
8" 0x8" 0x4" 0 SDR17
HDPE REDUCING TEE
ANCHOR TRENCH
5o BARREL SUMP AND CLEANOUT CONNECTION
C70 N.T.S.
PERIMETER ACCESS ROAD
PERIMETER CHANNEL
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
U Z
W p
� a
Z 0
Ow
w
cn o
W
o
W
0
U
Z
0
r
0
W
m
0
Q10
o �
ICI
n
T
co
}�
N
0
z
�
C-4
d)
O
0
n
mN
1 1
U
U
a) E
111
L .E
;�
1
�
M
Q
N
w
co
W
c
a
d
O
O
O
N
1
r
U
Z
Lo
Lu
ch
Z
J
a00
J
aa�
U
Q
O
J ~
TU
Z
a�Z�
U
�
0-
Q
Q
J Z
Z
�
W
Z O
=
W
�
:) J
Lu
0
O
wC)
V
0
Z
DocO
V♦ W
VI co
V♦
z
Q Q
=
U
2
m
n
m
U
Z
�
cn
to
7j
a
m
�
W
In
}
m
z
cr
o
W
Y
U
W
_
W
0
U
00
N
m
W
fn
~
z
Q
=
U
Q
W
m
w
J
0
Lu
tt{tt��ttirlas
C�fiO'r '
}
•/� • 4a'�
r+
•Qw
U
U
>
$� i a
•
WCc
fn
W
O
.�.
onrl4
o
o
a
• ,
DRAWING NO.:
ll
•� �Nllldll Lw C702
qN T. 6�
0
4
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
SHEET 20 OF 30

7
1 \
NORTH
//./� PZ5-14S
/�%x,
/
5 4
/
/
Z5- r'o
310
,�, • -27D
• ^��ZA
PREVIOUSLY
PERMITTED \
290
c
0
O
v
2
LEGEND
PROPERTY LINE
300' PROPERTY BUFFER
EXISTING STREAMS
/
50' STREAM BUFFER
EXISTING MAJOR CONTOUR
\\
EXISTING MINOR CONTOUR
\
IK\\
FM EXISTING LEACHATE FORCEMAIN
��
- 100-YEAR FLOODPI AIN
PHASE LIMIT/EDGE OF LINER
300 MAJOR CONTOUR
MINOR CONTOUR
\. PERIMETER ROAD
I—► PERIMETER DITCH
INTERCELL LIMIT
®PZ5-2S PHASE 5 SHALLOW PIEZOMETER
(&PZ5-6D PHASE 5 DEEP PIEZOMETER
®MW-19S SHALLOW MONITORING WELL
FOR PHASES 3 AND 4
®MW-15D DEEP MONITORING WELL
FOR PHASES 3 AND 4
TOP OF BEDROCK
cc
U
W p
� a
Z
Oc/)
W
cn m
W
c o
w
0
U
Z
0
r
0
w
m
0
a �
o �
I�
ti
T
�j/ `ti/i0/ I i _ \ `I� '` l�v co
280
_ \\ PHASE 3 �j I I I " N
Nv I,
'7 / PZ5-21 S
o N
� �\ \1' / Z
��//9"O � � I� c9°� \ � `�/ 1-' \ \ o I\
��. I a; M
N
o
-26D III 1 a) E
//\Il' IIII I(I(((/(// PZ5-13D // o _'�\ IIIIIII I x
LA-
/ii\\i \\ I1\\ I ,I IIII
��
�\ -
\ yoo J
310 �/ � - x ���� (� III, I,
° -� _- �� �-- / �� ��\ I 1 III \ � cn cr) U
> o �
320_-0 J 29° , - -��\ _`��, /�>\ \\ \\\\\\� 1 II IIIII IIIII 1 '� ti
---� �� �i, // II \\\ 1 I I II II, IIII tom" ❑ c�
����/�ii/,IIII
//x////� �i/ l ��/ I ����5 \ \-� �\ II \\1\ \\ II I III,III ca ao
/�/ / ,_/ I. l'�" , \ III I
- � /i i /i // � ,J/ / //� =� o _ � j • o ) 310 // \ \ / � I I I I r\ ✓ / / 1 /_ � \ \ \ \ 1 I I-
/iI"III �
I % I cam h
�� I \ \� PIP
a,
/�// /%/// / ! I r31�-7 �o I //I ( / /� \ _, i \1I I I I I I
10; D I \ 1 // �� \ \ �4/� \III III I 111111111I Ili I c�
/oi// ��� /i// ///�// ,/ /� �• ,� !/,\ ll/ �/ \ \ / / \1( IrU I \ \ 1 I I I I I I o
/ / / / /i / L '� I I / \ \ \ \ ��'
o I \ rJ \ \\ � 1 I j i i i i I I I jl ll ��I
N c
��//� / o, i //� /// � ` � \ - � � "�I � --� / \ �� _ � I I I I I IIII I I •�
i--- ---
\
GJ2n3���� �,%��I\ ►�vI%I�I �I II 1lI lt'/ \_ _�- \"__-_-- __-_-;_�-%- _�_- _=���_%__�=__-%-�_��--=-_--�_��\\�\\ \\\�\ \ \\\\\\1\\ \\l \(\ I (1 / I IIIIIII I1II IIIIII1IIIII1I II1 I11)I I II\I I ��I/II,I�/II(\(�I jII�lIl�I
'/
/i/i i�1cI�1I U \
1714
— /
w-17s
/ -�?','
/ PZ5-10D-R p P 5- 1
i/, L
W Z Z
1%��hQ
1 -�\�\ \I III II1� w 111 l I III 1 1\ I Q
/ \\ \ I 1 c.rll o III I\\ III ,III �Io 1 =
�I I o
1 ,�
D �` / / / / //PZ5-1 oD o / �/ o / r I C,4
I I I (►� �- _���_ _�, ______�\\ \ \ 11 I1� \ \,0, , 1 \ \ I \ I �. I Z a a
\ IIIIIII /// �r r ( c // I
/ ( V I ,1\1 % �- _ _ �_�\ of o \\11 \\ \ I 1 I I II MINI U a "' \ \ K, I / I I II III I I (�'�� --\1\\� w�\� II/1111/11 1 \\ \\\1\I\I 2� 1 III IIIII �
\ ./ ~I 11I III IIII 3
J III 3"80 = - ;- _-- , = V \ I 111 lI I I /�
/ \/ //�// (llllll IIII (I I IIII IIII / I I I 11 - -- - PHASE 2 \1 w o I 111\ \ \\\ 1 1 \ \ \\ I 1111
I I I II \ 1 IIII (�_0-_— - -- \ 01 \ \ I II II I
� / ► / �r\ I II I I \ \ I I \IIIII 11 \ \\ II ►IIII II � J ~
• //,//Illl�llll(III ,IIII \\\ ,\\�� / �__ 1 / / / / �, , , ,, �� / `, I ,,I) 1111111111\\\1\111I1111,11390_— ,I \,\ 1 III (IIIIIII I I \I /II IIIII _ _ _
�o ,___ ^_� VI,�r,\\\ , 111\\,llllll I\\ llllll \\\\ \,111111'll,,, 11 I�►,� ,, ►,►IIII a LL O H
lAlc PZ5-9D 29p 30 \ I
1\ PZ - PZ5-24D I IIII IIII III II II \\\\�\\\\\\\\ \\\ \�`�. - \\1�\\ \/IIIII IIII IIII ,II 1\\\ II III (IIIIIII I 111 II (IIII V Q Z
\ \I Il/mil\\\\��\���_ _�//�• %fr�� \`� /� V ,�/ / / // 3 11 III II, II\I III\ \\\ \\ \ W
\\\\ \ ( \ \ \ \ I I1111 III II \11 I J z O
\\ \ \\\\ l \ \\\ \\\\ \\\\ \\II IIII IIII IIII IIII I II IIIIIII I\\ IIIII
1 IIII/ / / // /� /� ; -� / // _ I\\\\\\ \ \�\ \ \\\ \ 1 I 1 1 III III I I IIIII III 11 \ \�\ II a a Z
/�// / /i�// / i -18s i o I I I \\\\\ \\\\\ \ \\\\ \ \\ \\\\ \\\\ 111 I 1 \ \\ \11 I I11111111 II IIII II 111 I a H
ggII / �// /�/./� /�//, /�� I ' / / �I l I\\ \ �\\\\�\\\� �\\ \ \ iA I \\\\\\ \IIIIII\ \\ 1 I I III 11\Ii 00�, \ \ 1IIII /1,111101 / - II I I I III Z
I I / i I iG2�1 , \ \\ \\\\\\\11\ 1 \\\\\\\\ \\\\ \I11 11�\\\\\ \\\\ \\\1 IIIIIII IIII I,I 1 III (IIIII a Lu
\ / N ,\ ��\A\\\\ \\\\\\\\ �\\\\ \ \\\\\ Nr I \\ \\I1�1\\\ \\\\\/IIIII\\\\,\\�\\\ \\\I II II I I 11 111 II III
\\\\\\\ \\\\\\\ \ \ \\ 11 I \ \ \ I IIIII 1\\ 1 H
III I III 1 \II
\\ \\\\ \\ \\\\\\111 IIII 1 I III 1 I I \ I IIII Z
I�rlll I' \ - /'/ 111 I I III I 1 111 a
. / \\\\\A\ .-�-_ IIIIAMAW\II 11\\\\\\\\\\\\\\\ 11 111lllll III IIII 1111 1
I 280��280� z5-8s / ` \\ \\\\ \\ \\\\\ \\ \III \,\\\\\ \ 1\r l\1,�c \IIIA\I\\ \\\\ 1 I\ 1,11 IIII III I 1\) �1\ III\1\\\\\�III 1 11\ \\\ 1 IIII I I \\ U
1 I 1 11 11 I I \\\ W
�\ ) I I I IIIII III 11 ` \III >>/ \IIIII \\ \\\ \ \\ \\ \, IIII IIII 1\\\ \ \ II\ 1 I I \\ 1
\ I I ( / I l� `L \I II \ 11 1 1 \\\ \\\IIII \II 1\\ I\\ w Lu V
\ II I \ PZ5-7 0 20 330 l l l l l l (/ / 11 I IIIIIII II I I I I I I I Jll 5� \�) III I 1 1 I I I I I I I \ I , , 1 I I I II I ( I I J 1j , I I, ►I \\,1 \�11\'1 I 'IIIIIII \11\\ \1 1 I\ \\ , I 0
c � ��I 1 3? - �,° - �� / IIII I I I I / / / / I / // /IIII II II I I I I { � _( �/ \ III I I II II 1 II'I 'I II 1\\ \\\\ \I IIIII\\ \ \
11 l l / II/ 1 I I I 1 I II \ I Z
PZ5-6D � � / / \ / //III / / / )I 1 / // / 1 / I � I I � �1 II IIIII � I I II 11 II III \ \ \\ \ I \ I \ I\
/ 1 l/ IIII IIII 11 /ll�l/ IIII l l I l 1 I ► III/ c�(\ ► IIII I 111 11 II IIII►IIIII,\\ \\\\\\\111,11 IIII\\ z N
N 310 �' //,,; ►III , , \,�l I I ►II �l IIII' II ►III ►,I► 11\\I,\\\\\\\ 1\\\1\,1`I\\\,\\\ 1 \\I 0 = o
JIII �l 320 / / I (1 / / IIII Ill ll/l l /I IIII 1, l/ Ill, I I � Il i I (IIIII , I I I IIII III ,\ \\ \ \\ \\\\\\\\ \\\I I,`\ \ I(� LLI vj
r 4 / / ) I/�I(I /�///// / /////// // / // // I III I // \ m
PZ5-6s \ - MW-1 1 Z
o 1//l/llllll�lllllllllll llllll 111`\I/) IIIIIIIII 11 IIIII11I11 1111111111\\\\\\\\\\\\\ \�\ a
PZ5- 23D_ —� !���� S / N M fl) IIII/ ////�l// ///�//l�l//'/l/l�/ I /V /I/IIIII/ -� I I I Il /J/l11 I)/11 III 111 IIIIIIIII IIII\\\\\\\ \ \ a a
jilIIIlll�/IIII1I1IIIIlIII111rI////�I/1((l IIIII IIIII I\\\\1 111 =I I 1 I l/ I I I 1// l \/ 1 1 1 1 11llllll (11 I I, //1 Il I II I III 1 I,
PZ5-5D o 111 I 1 r
\ I > \ �\ IIIII II III 1111 ll/ /,IIII l ll / ll, Ill Ill/ l l/ l/ III I
,> _ 2s0- % I / / I III II 11 l ll l I I / l / / l ll l� 111 1 �) ll ll �I 11 II J l /// IIII // l l l Ill l l l f 111 l 1 l l /l III /1 I 'I I c� z N w
\ I / / // // /// / /
270 // l I 1 I I IIII / // / /// / / / / /// / / /// / I n x
I / / / / �lll l/ / L,
�
PZ5 5still�/
7?lAPr
OD %J
/000
1 \ PZ5-20S J N / / , $ i - \ / / / �/// / /// / /'/ / 9i/ / / / / IIII /
MW / / //�/
/ // ��� , /ii ///,�//////ii //` / /// /i �
300 �/ / / / / //�// /%I o —� /j///j�/
1 / �/ //i/ //; /// /�/ /o/J/ C lJ/ 1� W
1 // \ 310 0� /�//i // / /� / / /// / 11�' �i / / // /
/ \ / /// // / //
'�� --� �—� , J IIII // /i/. /// / �I I I ? i/// / // / // /// // / // /// /////// / // / / / / ) � LL a
1 / \ \\cs� p / /
l / // m o
Lu
/ \
PZ -3S
/
J / a cc
/j//////// // /s O o
2g° o , , i / � � �� � IIII/, % /�/�' .`� //IIII/ / / /� � - / / f IIII/ /i/ //y�i� // j / // / �// // / / /� /� / / �/// 1( = 00
i�i IIIIIII///i'/ iii// / \ \ /�/ //�" H O r �
/ NORTH CAROLINA
�
260 / // /�///��// -/ ii/ s� , / / / //�/�j / / //� ll �, // / /j/ // // IIII / �� h0 �//////// // / / / 1 / //� ' SCALE IN FEET BOARD OF EXAMINERS Z N u
/ / / ///////� ii/i / // // /i �I n //� // // / k / / / <C / W
70 \ ,% /////��� / /�/ ��(/ /i�i/ /%// % % // // /j 5 0 // // / / r FOR ENGINEERS AND _0 O
/i IIII ///��/i / I / / / /// /// / / // / I//////� // / / / / / Lu r
2 /ilk,
� / // //// / IIIU\ // / / //// / �/i:� Q// IIII/// / ��///i,�� w
REFERENCE ///� / / `yam _ m
/ / /i�0 100 20o U
-1D /i/ //��%iii%� /// // �j// IIII , J l l / / l l // //J/ / r. /
\ / ���-F I ) /i/ //i//� f'� Ill//j l l ll IIIII ll/ /// // ////////ryo.//,// / l/�)T - SURVEYORS LICENSE J w
� z5 2 / /-/��%��L� > / /i/��i/// �� /l�_--
lZ
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS 9 // ��i%� / / ) L� / / IIII / / ///�/// IIII / //- lei/ // //� / // / / ////////� // IIII // /////� //'i///0// NO. C-3035 a v
PROVIDED AT 2-FT CONTOUR INTERVALS BY GPI JOB NO. 18-006 ; ° 2 _
/ /
MW-8D i / IIII / l// it I I I I / / / / / ,/ i // / // /� y� / /i�� W
DATE OF AERIAL PHOTOGRAPHY JANUARY 15, 2018. l 1l/ /%�//�� ////� ) I \�� I II 1 1 //�l//l /// / I �J /// '// O 7 / /��/ �\ )
t,�«#,,,Z
280 C,� .,.
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS /� ` i C( l / /// // /� / / / �— / l l I 1 / // / / / / / '/ / �•• K R �, W }
ACQUIRED FROM NC DOT GIS. v 0 �/ 300 \ / / l` \ l\`\\ (� ( / I / /// / i ////�i /// / \ �/ /IIII l / / /I/Illlll /l ll ll // /// / /// l //� / i/� IIII Q►� , .
290 2a I / l / / l / // / i / / .• 4 •, u; o m
/\\ / // / l � o €s��r••, o J Z o
3. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: 300\\\\\ \ C \\ I \(\ l // l l// / l/ / IIII l // /l/ IIII ////� /l / IIII / / ///�/�i
/ / I o M \\\\ \\\\\\\\�\� I I (Ill I \\ \\ \\ \ \ \ /// / / ///llll/// /// 11////// / / / l /f/ 0 / // i �i .91�A4•: w � w
3710644500J, 3710644600J, 3710645500J, 3710645600J. \ / \ \ \ \ \ \ \ \ \ \ \ \ \ // / / / / / //// / / 0 / / /// //-
_ 0 \ \ \\//
� \\ \ \ \ \ \ \ \\ � \\ \ \\ \\ \\l/ � / // / //l . Q �
4. TOP -OF -BEDROCK CONTOURS ARE INTERPOLATED BASED ON THE DATA �\ \ I \��� \\ \�\\\\\\\\\\ \\\\\\\� \\\\\\�\\\\ \\\\\\ \\\ \ \\ /// //// //// /// J Ill /%/, ///% //, //%/%/i / /� I/,/ / j Q/////�/ / + Q3$I�4 0 o a ¢
A OBTAINED FROM THE BORING/PIEZOMETER/WELL LOCATIONS SHOULD BE \\—\\•\ �� \\\ \\\\ \\ \ \\ \\\\\ \ \ ��\\ / l ll / /l I / / I / / 9 / �+
CONSIDERED APPROXIMATE. ° \\\\\\ \\\\\\� \ \ \\� \\ \ \\\ \\\ \\ \ \ \ \ \ //l / ll l l l/ / / / l/ �// / I (lyll l/ l� /// ///�// I / / / i// ///%/ // y •.,,I,, fC,Q; •' g : FIGO RE
m N \ \ \\ \ \\\ \ \ \ \\ \ \\\\ \ \ \ \ \ \� _IIII / 111 /Ill // IIII / J / /%/JI // / / I l� `-�' �d�!�•• eL,,'
PZ5- c7 \ \ \ \\ \\\\\ / X// //jam 111(( /�// // / 0 / IIII// BEFORE YOU DIG( ,
5. GROUNDWATER ELEVATIONS BASED ON PIEZOMETER WATER LEVEL (i 11 / / // i \ \ \\ \� �\ \\ \ \ \\ \ ��\\ \ \\ \ \ \ �� / / / / l/ / ll // l ll/ /Ill / l / / IIII)/ (( / / / l // \�% / / ���/ I // / // CALL 1-800-632-4949 'I"AN 0100
READINGS ON MAY 31, 2017. TOP -OF -BEDROCK ELEVATIONS \� \\\\ I IIII Ill/ \ \ \ \�\\\\\\\\�\\\� \ \\\\\ \\ \ \\\ \ \ / / ////// ) I (/ I // / . ,��� ����'
\ \ ( I II �\ \ \\\\\ \ \\ \\\\\\\\ \ \ \ \\ \ \ \ / / / /,/ //, // IIII (/// / / ///�/ /�J III /y////� / /�/j/ 31�� /%// N.C. ONE
CENTER ' �� �+
DETERMINED FROM AUGER REFUSAL DEPTH AT EACH BORING SITE.\/� l \� I IT'S THE LAW( 25 30
7 5 4 3 1

1
7
NORTH
r
// PZ5-14S
/Z
�/'o
/v
PZ5-21 Sol \
0 0
PZ5-13D
MW-1 C
//10
',
/" A /
PZ5-12D / `
0)
IQ I
///i//// �O 9p N o
W-17S
>\ (////l///, PZ5-10D-R ° _-
/ \(IIIIIII /,I�l////j//�/�/ / � �'° •� __ �
—
�
01
D PZ5-10D o ( /
\
� �; �/lllllll/Illlllll III/ /II _ C
IlI I I I I I I I I
////IIIII III\ \\ \\\
/ I/111 1,k 1 \\\ ; PZ5-9D 30 —
�\ ((\ \ \\\� \\ \---�-//�-�/ PZ5-24D 0
-300
� D rn
�
_-
01�28p Z5-8S / O
I � �
\\ III\ PZ5-7
PZ5-6D 0
310 /l
PZ5 6S I 280 ® BMW-1 K �'
PZ5- 23D
PZ5-5D ��� /" ^� 310 P
PZ5 5S
Z5- OD
310
PZ5-20S ) N I I / r
1 ) 300
MW
/ I 310�
PZ -3S Zg0 /
REFERENCE \ ( / \ �\
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS
PROVIDED AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006);
DATE OF AERIAL PHOTOGRAPHY JANUARY 15, 2018. 290 \ Z5 2 _\
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS
ACQUIRED FROM NC DOT GIS.
3. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: 300
3710644500J, 3710644600J, 3710645500J, 3710645600J. 290 / /,/ //
3. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE
INTERPOLATED FROM A CORRELATION OF WELL GAUGING DATA FROM A \
PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WATER -\
LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN - \
'4 DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH
APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET. -�� - \ ,� Lu
CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER �� ( III/ / PZ5- 07
TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE
DEPICTED SEASONAL HIGH WATER TABLE SURFACE.
8 7
5
o
Z5-1 S 270 NNIQl \\—
C14 l MW-13S
/i Z5-
�o
PZ5-15S �' 2g0 N
O �00 /
N /po - 4D o /
300
�310 LA
00 - ,510
® _o PZ5-27D i
Wo
PREVIOUSLY I
/ U/7 \\ PERMITTED I
` PHASE 3
1I j O
\ N � j
-26D
310 / _
� -_ _ �%� ����\\�\ III— llllllll I11 ��_,
�IIIIIIIIIIIII I ��
310 // / /'� /� I �I\ I r\ ^I_ \ ✓� // 1 //_,// \\\ \\\\ I III,IIII`I .
I�
o J
-bo %'" IIII I I 1I
�I I \ I G203 % \I 'rU I \\ \\ \ �— �\ \III l I I I I Illlllll I Ili I I \
1\� \ '
c„
T,
�1/�
_/
\\ \ \\
— �• �� _�\ / l I I I %�\ �� _�%=� � � �-"__-- —��� � � \\ \\\ l I I � IIII
� 310
5a
\ \\ \\\\\ I I wl I I II IIII
\\�\\1\\\\ 111\\\\\\\
\\ \\\\1, \ \\,\�,\\ o (I , 1 I I Iti II 1 IIII I
olll I I I II III I
0 IIIIIII I IIII to
r / o\1,
c \\11 \\ I \\\\ 111 2� 1 III IIINIIo
\\ c.A�\oll 1 III
v \ I \ \ \\1 III I IIIIII"IIII
�— \ 1 / / I I I I `I I Ill`ll IIII► % -- —.�\ 11w o \\\\ \ III\\\\\ 1 \\ \\\\ \, I II 1 IIIII
380 =__ —� _ ,— = 11 \�, o \ 1 \ 11 III IIII
—'� — '— 1 \ \I1 I 1\\ \ 1 IIIII I
\I\ _ =—=!PHASE 2 I 1 11\ \ \\\\ I� 11 \ \ \ IIII I11 IIII
/ / I I III 111`I\ \\II,Ij„IIIIII3 = = — _�` Ilo lll0 1 IIIII\\ \1\,IIII \ II IIIIII, I I \I /II Illlllll
— o �1 III I \ 1 \ 11 III I
�� ---�' III IIII I 1\\ III 1\\ I11 \ 1 I I I ► I I
/// / \�\ IIII l (IIIIIIIIIII\11111111\11111�\I11 `'� ;�o.__\10111'\\ \III I\11III111111 IIII\\\\\\,IIIIIII1111IIIII III IIIIIII
„/ �/ � \ \� � � ► III► 1 ,II, III ,1 \\\\\\�\1 \\� .�.�1,1 \, 1 II 1,1 ,1,11 1111I1111 ►III II 1; I; II►II;III;'
(�- /�,/' 3 ll III► \IIIIII\, l Ill/ ,\\ \\\\�\ \\\ \� / /---� \\\\\ 11 I 1 I 1 111 II IIII, I II I \I III
20\\ \\ \\ \\1\ 1 \1 I III I 111111 1I,1 IIII II I I IIII 1,11 IIII \ 11 I IIIII IIII
�. \\ \\ III II III Ill I I I I I\\
��\\\\
i A \ \ \
N GJ2k \`\\\\ \ \\\ \\ 1 \\\\I
o II1 111 \\\\ \\ \\\\\\ \\\\1 \` \1\\\I\ III II IIII III III II II I IIII IIIII I III 1 11 I I\IIIII IIIIIIIIIII
�IIl \\\\ \111\\\\\\\\IIII\1\\\ \\\\ \\11\\\\111111111IIIII111 1\\ II IIIIII
IIII�
\ \\\ N \\ 1 I 11\\\\
I II \\ \ \ \\ \ \ I III II \ \\1 \ II \ `
I\\\\III IIIII\\I\\\\\\\\\ 11 III 1 11I \ \
`` 33o I 1 I (, / / /•�j�`I I1r I I I I I I I � I II\� I �1�51,1 \I I IIIII\\111\ 11\ 111 IIII
32° I II I111I111/ ///,IIIII Ill/ /llI II►, II II I I IIII ' �c�\1 I III IIII 11111I11IIIIIIIIIIIIII II\\� \I IIII IIIII\I
d I 1I\
1 I II \ I
l/1 I,1 „ ll , l , 1, ll/ 1, I/ I ► I'1� IIII I / d��, IIII 111 � 1111 1111 l I I III, ,IIIIII \ \ \\ \\ \\,\,,,I I I I,,
l/lllll,ll, lllll/l,l,%1, 111►III ► I \��l III►,, IIII I I►I ,IIIIIIIIII,II ,\\\\\\\\\1\II 111�,\\\\\\; 11\1 \11
320 / , ( (, //// //// ////„//�Il/ /,// /,//''%// / I � ►► �-- ►IIIII //IIIIII Illllll IIII ,\\ \\\\ \\\\ \\\\\\11\`\\,1 1, \\\\ 1^ �;,
Iv\ I
, IIII'/ ♦ / 111 � IIIII II III III Iii1\\\I III I111 11\\\\\\\\\\ \\� 11 \
ti° '� / /, o 0 0 lllllll//, IIII/Ill //llllllll //Illlll l 111`\I„ II�IIIIII II I111111111 IIIII11111\\\\\\\\\
l I ll l 1 _ \\ \
320 / / M M // lljl Illjl,ll 11111�11, 1 V Il l/11mr — I I IIIIII, �I/ 11 II►I IIII IIIIIII IIIIIIII\11\\ \\\\\111 I
(IIIIII1111,1/,�ll ll/ll //1111 IIII Ill 1 / /Il lllll / l/Ill/jl,l� I I II111, ,111I1111 IIII IIIII\111 \ \\�
IIIIII 111 11, ll /l ,/'IIII '�\ // / ll1�1111� \ I /IIII /'17!// ,,I(I Ill IIII II11/ Illl/llll I IIIIIII II \ „�I
IIIIIIIIIIIIIIII
,, , IIIIII III IIII►►11 / // /, // , / // ///�/ ,;////// //,, '/,/� IIII/ �lll; Il/ ; /,111 / // ///,//, , IIII„ll�l l/l 11/ l ,, Ill / ,I I
/Il
/,
`II'�Ji/ , o „//
( I l� // / /�/ I
///) �I
/ `� o i�l/ l� /
0 //0 // / / / f /
,��/ / o //� �`1 /
�/ /�/ /
//
///
//
"Oi//�// i�� ///�ii�ii� %ice /ice / / � / / '• 1 \ � / / /� / / / // // /// / l/
/////
/
00
PHASE 1 //
o/// / IIII/,// � f,
3ii �/ / / �// /j �/ /� /� / / // 1( /
/ // / /�i-
/ /,�
,. /
l l / / //j/� / // 0. / ///
Sl-
/ / %
j�/ /'� / /�/--
-(. 1' / ��i / 1
f i /1/i//i��//IIII/ /'� 1 \��� '/ /rl III I I / / /l/ l l/l /// / ll) (j /� IIII j to / l /
r // /r l I 11l// I
MW-8D / � �y//
<(
o M \ \\/// /�//
/ / /, / �' /
//l
\/ll�/
\\\\Ill///l///IlllIIIIIII/l�l//�//
\
\
\\\\\ /llllllj�
�\ \ �o \\\\�II//
\ \ \ \\\\\\\\\\\
\ \ \ \ \\\\\\\\\ \\��\\\\\ \ \-tio�i'��//�/%/ /
\ \ \ �\ \\ ,
I / j/�
5 4 3
2
LEGEND
PROPERTY LINE
- -
-
300' PROPERTY BUFFER
EXISTING STREAMS
-
50' STREAM BUFFER
- -300--
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
FM-
EXISTING LEACHATE FORCEMAIN
100-YEAR FLOODPLAIN
PHASE LIMIT/EDGE OF LINER
MAJOR CONTOUR
300
MINOR CONTOUR
PERIMETER ROAD
- -----
PERIMETER DITCH
INTERCELL LIMIT
®PZ5-2S
PHASE 5 SHALLOW PIEZOMETER
®PZ5-6D
PHASE 5 DEEP PIEZOMETER
®MW-19S
SHALLOW MONITORING WELL
FOR PHASES 3 AND 4
(DMW-15D
DEEP MONITORING WELL
FOR PHASES 3 AND 4
SEASONAL HIGH GROUNDWATER
-
PHASES 3 & 4 GROUNDWATER
0
Ir
U Z
W 0
� a
Z °C
O 0
w
uj
W
0
U
Z
0
r
0
W
m
a �
o �
cn
C�
ICI
n
^
N
co
}�
N
oj
rl
)vi
M
�
o
n
mN
1 1
U
E
o
,� .0
%,44
yy
irl
N
N
4>1
�
M
Q
N
m
co
W
c
a
a>
_y
w
U
o
O
�
N
1
r
• n•1
U
� Z
Q
Lu
�
Z
J
a00
J
zaa°C
J =
V
Q
C��z�
aZ�0
aQ�z
QJw
— aZ
Z
=
= W
O
Wa. VLu%J
0
Z
occo
cnmz
Z
aQa
U
�mn=
U
Z
�
ul
W
r
a
Z a
p Q
}
m
o
02
m
Y
U
0
Lu
0
U
00
N
o
r
2
0 �
= Z
�
W
II
T
a�
�
0
NORTH CAROLINA
SCALE IN FEET
BOARD OF EXAMINERS
FOR ENGINEERS AND
0 100 200
SURVEYORS LICENSE
NO. C-3035
�114 C1�14o ���' .
u)
a
€ �r 4PIPr
e
,w^
Is,
,�Q
•Q
V /
Z:
' S E& "
'
o39r14%
i ! i
��'�1'�i
FIGORE
BEFORE YOU DIG(
• '
�''�. aiV T.
CALL 1-800-632-4949
N C ONE -CALL CENTER
� '" IIII
IT'S THE LAW(
O m
U w O
0 o a a
0 200
26 30

6 4 I 3
2
IN,
NORTH
s // l //// //� `ti --
0000
nQ
��� O
N
/PZ5-10D-R o P 5-1 `
I
�___ ; 1 I /�/// / • / /�/ �/ PZ5-10D \
IIII,flllll IIII II
/ IIIII —320
1\l0\\0
" PZ5-9D U
Zvf / PZ - PZ5-24D I 300\
//�/�1�1/l �• I ( '_�� �� P D
Z5-8S
I
\\\ IIIj�III PZ5-7 0
PZ5-6D 0 +p0
00
\ �)Ild'
_ +oo
+00
PZ5 6S 280 6+0 MW-1
0 4+00 � � PZ5- 23D
00 PZ5-5D310-
E \ / 1 /� � \ - - 290-_ '
\ \ Z5- OD
PZ5-20S N I IN//� �1►
PZ -3S \ Zg0 w
—
p/�-
�\\\
2
\��300
�f 2g0 300 280
PZ5-19S
qu
If
w
340
LEGEND
PROPERTY LINE
\ / -310 _ ��� -� \ \ \\�\\ 300' PROPERTY BUFFER
EXISTING STREAMS
50' STREAM BUFFER
((L�, 1✓ / // % \\ \ f_\���\ I I \I\ EXISTING MAJOR CONTOUR
J310 _ \ EXISTING MINOR CONTOUR
0� ^�i \ \\\\\\\ 1( EXISTING LEACHATE FORCEMAIN
`\ 100-YEAR FLOODPLAIN
PHASE LIMIT/EDGE OF LINER
\�l(\\
`-�� I I �� \ \\ \\\ 1 ✓ �/ \ \ ` 300 MAJOR CONTOUR
MINOR CONTOUR
\i\1( I PERIMETER ROAD
-► ------ PERIMETER DITCH
INTERCELL LIMIT
®PZ5-2S PHASE 5 SHALLOW PIEZOMETER
/_-_ ®PZ5-6D PHASE 5 DEEP PIEZOMETER
\ 'SAS �=�ii �i i i—' _ice —
o I \�Jl I ��^� <i �� %'�' �'%-�� __-- =- \ 111 \ \\11w\ I I^'ll I MW-19S SHALLOW MONITORING WELL
1 �0� I I 1 1 0
FOR PHASES 3 AND 4
j � � /<<,����I I l I o (jl((jlll•f��,,���%����� ��== ���� _ � \\\\\ Ill Illllc.�\\lol\\` \\\\\\\\
DEEP MONITORING WELL
\l\\\\ ®MW-15D FOR PHASES 3 AND 4
011 II \
TOP -OF -BEDROCK
PHASE 2
\�1 I I I III ,IIIII\ \\\11 IIIIII ( ' g0E __— _==�, 1 o I I \\\ \11 III 1
III I11\\ \\ \Illlllllll III3 �0� _ _ oo Il lo,l 1 ;111 IIIII\\ \ ISEASONAL HIGH GROUNDWATER
lAll
ICTo `'IIIIIIN.
PHASES 3 & 4 GROUNDWATER
IIIII I i
3�o II I l ( \II
� \\\ \ \1 \ 1 I I I IIII REFERENCE
\\\\�\ `\\\\\\ I \\\\\\ \\ \\ , 1IIII,IIIII III IIII II I
G2� ,��\\\\\\\\� \�\� \\\\\\ \�\ \ I \ \\ \\\\\\\\ ,l II I1� \ \\\ \II \ 11 II IIIII
( (I I \I \ \\\\\\\\\\\\\�\\ \ \1 A\ ( \ \\\\\\\ \\\\I \IIIIII\ \\\\\\ \ \IIIIIIII I 1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS
/ w , \ \� J \\\\\\\\�\\\ \\\ \ \\I 1 \ \\\�\ \\\\\\ 111 1 \ \\ \\\ \ \\I II
n' \ \\\ \\\\\\\\\\\�\\\\\ \ \ I-� \11'll\\\ \\\\\\1111\\\ \\\\\\\\\ \\\\IIIIII PROVIDED AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006);
o \ \ \ \ \ \I'I \ I \\ 11 1111 \\\ \ \ III I DATE OF AERIAL PHOTOGRAPHY JANUARY 15, 2018.
1+91 \\\\. \ \ \\ \�\ \ \ 21+ \\\\\\\\\\\ \\\\\\\\\ \\\\ \ \\ \� \\\\ \\ \ \ \\ \\
20 �\ \ \\\\ \\ \\\ \\\\ \ \\\ \\\\ \\ \ r I 2, LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS
o \ \ \ \\ \ \\\ \ \\ \\\\ \ \\\\ \\\1\ \ \ \\\ \ \ I I I
►II
I1II\II l l
� ACQUIRED FROM NC DOT GIS.
1a+oo I\! 1II \ I
\, I\\\ 3. FEMA FLOODPLAIN INFORMATION
FROM NCFLOODMAPS. MAP NUMBERS:
111I1\\\\\3710644500J, 3710644600J, 3710645500J, 3710645600J.7+p0 \\\ \\\ \ II ,0I )
330 4. TOP -OF -BEDROCK CONTOURS ARE INTERPOLATED BASED ON THE DATA IIIII
))Jill
OBTAINED FROM THE BORING/PIEZOMETER/WELL LOCATIONS SHOULD BE
CONSIDERED APPROXIMATE.
5. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE
320
\ INTERPOLATED FROM A CORRELATION OF WELL GAUGING DATA FROM A
Lo � / / t/ / / M o /11/ ,` I/ I//I I II fI� 1I III1III 11I I/ 1 lI�j Il , �I/f/ jI� 1/lII� /l',1l, I/1 ll�/ l'l /// I////,//l� �ll / ,//Il/,�/lIl/l/Ill,,I/l/l/lI l „l/l/ 1 ll/l/ ,ll,lII/�/III ,/Il�/Il,/l1ll II1 1 ,l,IlI/ // 1 , \/>(//JtI l I %//l, Il /1ll,/ll l�I11l/Il�/lIIl�1l/'l1�1l/1'lIr 1—,l / / //I �// f / /�llill(Il/ //lll//l/`/l�/�/ I/l/„Il//I///IIl I/fIll IJIIIII II lJIIf /l II1%►/ I (/ I/II IIII II I JII I II 11(I11/I)/1lI\1Il)\1II\1JI 1/I IIJ /IJI
I
PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WAT
ER
llI, LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN
o oo / DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGHV32o IV/) APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET.
�I CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER
/Y 1 TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE
DEPICTED SEASONAL HIGH WATER TABLE SURFACE.
/ /1j//4� Al
/
/lol/(lam /// ////�J c // ✓/ \\\�,\\ /
/�// /// / lid /\\\ \\\��^\�
/ x // /' > > \\
/ \\
/z/%� ��� 1\ \\
/�� /
/
Z.0 / / /
/ /// / / /
//// (
/// /
f
l� �'/i /ii�
// / /// lll
/
i//i///i%/�
/
/�Ji�/�// ��%� i //// //i/j //� 1 \ �� i% ill I l l I IIIII /// /l/l l l/l //// //// /// (I /1 o
//// ",/
�i�/ // /�—, j/jll 1, 1, /I/I ,II/ 11//l, /l //// ////// / l/l// %//// "��/////' \)l/// \ �\ ,�
/\ 1
X.
A/ „�/ �/,
\\ \\�,c (`I\ I \ //
\\\\ \\ �I\� I\`\\\\\� \\� \ \\� \\ \\\ \ I l Ill / / / 1,// / / tip' /// / /��/////// /— I / /// / �/ / / /
l )III
\\ \ \� \\ \\\\ \ \ \\ \ l� ,/ ll(I (f/ lIl 11/l / /j l�/// /oo � �j�\\ 111 I / I
\\ \ \\ \�\\\ \ \\\\ \ \\ \ I / / /
o \ \\\ \\\\ ///lllj//j�///�/ / f/�l If(l( / / / l l / / / /
\ ///
ov///
�\\\\X/\\�///JIII ( y I
,
/
\ �\ ////
/,//,, /� / / ____ ,�/ � � ► I �`I � I I
////
��/ ///
\ \\\ X\\ \\ \\ \\\\\\ / ////// / /// / ///// // //// / //////
1 ///�
\ \ \ \\\\\\�\\\\��\\\\�\\�\\��\ \��\� ��\✓//// /// ��//1 �// / �/ j / /// /� / / �/y // /% / ///
//
i//i(//,
340
0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+ + + + + + + + Lo+ Lo+ Lo+ Lo+ Lo+ Lo+ to+ to+ Lo+ Lo+ Lo+ Lo+ + +
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 21 +91
A -A PROFILE
SCALE H:1 "=50'; V:1 "=12'
NORTH CAROLINA
SCALE IN FEET BOARD OF EXAMINERS
0 100 200 FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW(
0
cc
U
W p
� a
Z
O W
w
in o
W
o
W
0
U
z
0
r
0
W
cn
m
0
Q �
o Eb
0
N
(11
co
�
N
rl
)
M
�
o
n
MN
1 1
U
a) E
N
M
;�
1
�
M
Q
N
m
co
y
t
W
=
a
a�
_y
w
U
0
�--�
0
CD
1
r
�'o
SEAL
439r14
FIGORE
T.�0201
11 IIL� �
27 30
Z_
Ln
a
Lu
cn
Z
J
a00
J
ZaaCC
0
J =
V
Q
U�z�
azo0
as
QJLu
-z
-
Z aZ
o�c�W=
O
W
a.0
p.
VLu%J
Z
0 I=
0
cn m
z
Z
Q Q
_
U
=
0
W
Z
n
N
N
W
Z
T
0
Lu
'cn
�w
}
m
n
0
M
m
[0
Q
W
U
o
W
0
C)
00
cn
w
0
0
o
N
m
>
J
0
w
W
w
0
0
w
°
p
m
2
U
W
W
o
o
0
o
m
Cc
a
8 1 7 1 6
5
11
1

a
F
E
u
c
I✓i
/0
7
NORTH
///
/i/
I//x//////%/o////
`L�
�PZ5-10D-R
PZ5-10D
01
bVIII,
T
%\ o.
PZ5-9D 29p
/$ p D
( (IIIIIII' \\ \ 2g0��280 Z5-8S
\\ IIIIIII^ � G
\ I I IIIIII \�
\\ IIIIIII, l _
\ \\\ \ \\ PZ5-6D
j��'� \
PZ5-6S 28p�
—300-
PZ5-5D 0
)70' , _ -
\ \\\\ \\ PZ5 5S
l \
\ \ \
Z5- OD o /
\ \\ \\\ PZ5-20S N^o
PZ -3S
11300
\\\\\ \v\\��� �90 \\ 2 Z
�j
ZZ
5
4
3
LEGEND
PROPERTY LINE
300' PROPERTY BUFFER
310��� —� / �\ \� 1 EXISTING STREAMS
50' STREAM BUFFER
—300-- EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
�) 310 \ /j�� I I \ \\ ✓� bl \ l/ �i� �\ \I\\\\\\\ LII FM EXISTING LEACHATE FORCEMAIN
yy 1 111 III I
100-YEAR FLOODPLAIN
\V I(�/ I \ �-�— \ I I I IIIII PHASE LIMIT/EDGE OF LINER
III I
II3
I 00 MAJOR CONTOUR
��� ICI I�- r/D I 1 \�\ I I /( �� \�1�\\\\ \ ✓�� �/� �\ �-_ \ I I Jill
MINOR CONTOUR
PERIMETER ROAD
/��✓ � � � \ �� I 1 -� \ _���_-��� \ \ IIIII I
�\'i t III I Il
\\\\ / IIIII (III 1 PERIMETER DITCH
INTERCELL LIMIT
/ - I I �z-2S PHASE 5 SHALLOW
PIEZOMETER310 X PZ5
\ \\\\\ \ \\ \\\\C 1 i •III X PZ5-6D PHASE 5 DEEP PIEZOMETER
77'_ \\\ \ I SHALLOW MONITORING WELL
U, \ I / / (� > S-3�=-='��% �% —_ \�\\\\ \\\\ \ \ \ w 1111 I (�9 X MW-19s
\ 1 �� %%% %— = \ 1 \\\ \ \\ o ( FOR PHASES 3 AND 4
X
Jill, I1
MW-15D DEEP MONITORING WELL
o FOR PHASES 3 AND 4
TOP -OF -BEDROCK
l I I III `1111111`llll III %38Q —_ _ —=�•\ 1�\ 0 1 \ \ `\\\ 11 \ \ \ III III
IIIII
IIIIII IGH GROUNDWATER
PHASE 2 SEASONAL H
PHASES 3 & 4 GROUNDWATER0I I \ 11
� \ \ � ► I I, 1 (IIII 1 11 I\\\ \\ � 11� 1 \ '� -'. '-_------ \\ \\ I11j1 I IIIIII I11\ 1 I I IIII I I I
^�� `N� �0 ,I. I I /\ ll�\/\ •l1\ I \ 1II\\ \ II\\\II I\ \\\\I�I \I\\\I\\I\ I\\II\I\\\I�I\\I\I\\\I\\\ \\I \I \\\ �\\\11\\\\ \\\\\\ \\�\\�\\\\ \\\\\\\\\ \\ \\\\\\\\ \\\� \\\\\\\\\\ �\\\\\\\ \ �\�\\\\ \\�\\\\\\\\\\ \\\ \\\�\\\\\\\ \ \\\�\\� \ \ \ \\\\\\\\�\ \\\\\\\�\ \\ \\ \ \\\ �\\ \ \\\`I1\\ ��I \I\ \ \1II(\ II I\I I ( �—�\ \ \\\ \\\\\\�\\ \I \1I\I11\\I\11\\`\\\\1\\\\\\\\\\ \I\\I\\\\\\\\\ \\\\I\\\\I\\ I\\I\ \I\I1 \I\\\I\I\\1I\IIII1II1III1III1IIII I11II1IIIIIIIIIIIIIIIIII1III IIII1III1III III
II
' 1
1I 1
\\I1 REFERENCE
\x
\ \\ 1EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS S\\\\\ PROVIDED AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006);\ \ IIDATE OF AERIAL PHOTOGRAPHY JANUARY 15, 2018.\\\\\ \\ I IIII \\\ \\\\\ \\\\\\\`\II I1 2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS
\\IIIIACQUIRED FROM NC DOT GIS.\\\\\\
\\ 1 I IIIIIII I II\ IIIII 3. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
3710644500J, 3710644600J, 3710645500J, 3710645600J.
I I I IIII IIII III III I1 1\1\ �1\\�q\ IIIII \\ \\ \\ \\\\\\�1\\IIII IIIII\\\\\ \1 IIII 11
�\ \ III 1\ \\\\\\\ \\ \\ \\ \ 11111 111 III\\\ \\\\ \\\\ IIIIII \I 11 4. TOP -OF -BEDROCK CONTOURS ARE INTERPOLATED BASED ON THE DATA
OBTAINED FROM THE BORING/PIEZOMETER/WELL LOCATIONS SHOULD BE
32° I I I I I I l III / / / //)IIII I I l l / / IIII I III IIII a\� ��\ 1 I I I II I I 1111111111111 III III IIII 11 \\ \ \ 11 1 \ 11 \ \ CONSIDERED APPROXIMATE.
N1 IIII\ \ \ 5. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE
I I I II I I I IIIIII \\\ \\\\\\\ \\\I IIIi11\\\\\ \ INTERPOLATED FROM A CORRELATION OF WELL GAUGING DATA FROM A
I
\\�\I PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WATER
LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN/y//
1 DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH
`1° / o 0 l //////// /// /// / l/ // ///// / /lI/Ill 11 _ I I I1\\ I l I I l II I I I II I I III I I� 11\ IIIII 1 \\ \\� APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET.
///l / J I II I I I 111 II \ \\ CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER
j 320 I l I// //I �I�/Ill I I11 I I I IIIIIIIII IIIIII II\1\\� TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE
!j /) Ill III III/Il/ �ll% �111I �ll Il/ll Il /I// 11 / lI/ l�/l/ IIII \\ I / I //// �/� // / '// lllll,l �l l l I Il I l / /% %III I I I 1 I11 11I DEPICTED SEASONAL HIGH WATER TABLE SURFACE.
/ / l l III / IIII/I /ll �\�1111� I l l�ll 1 l I III I I IIII'
�� / ,I I I Ill/ 111 I lllllll /l /ll ll 111llllllllllllll Ili
Illlllllllllllllll/l�/'//lll�lll�l//I /�1I/�ll�llll Ilt////%lllllf//�/ l /ll�l/ll /ll/IIII IIII//lllllll
//////
/ / / ) j'� / / ///
/ / o °I/// // / 1, ;/ �/ 1 /// ///i / /,� /i J/// III► I` \// ,, , //
r /
N , ^",
D/Zwljlj //// �� /j ////�/% //// ////�//��j /l/�i/// �( / ��/�//// �/ / ✓ /�\��\\\\� ��// / /44
///
/i �\��
/f�X \ \
/
/ //o�i�r / /i/ /i l /� lll�i///�/ y
/
/// // PHASE 1 /
Z
/
j
� / f/ I / / / /
/// / / /�I ll l �/ l/ lj l / l / ll //// / // / ///,'h /
//i / //i i // / �i/ f� /',f'� Ill/ /j l l / I / l l / ll/ / / / / // o-
' I �� ' %///i i� i//�i/ / %/�/ /��� // / ll ll/ l/ l jlll// /� % / // /�//�// jti ///,// / / / 7 /
�� / � l //- /ii ��/ii/ // / / // �� a�/// l l(I l / /l/ //// ///J// /// //I�/��0/// I //// I / �i///
�/ / / / /� / / I / / //
-8D
l ll
1
-� \\\\ \ \\ (/ I I �r < r (/ /� / \ /l l/ l /, ,
\\\\\\\\\\\\ �C/I I I II \ \\\\ \1 \� �— / l ll / Ill//l ///
\\ \�\\�\ / / �/% / / \--��/�\ f�\�
\\\\ b'k/ �—
\\� ////ir�� \�
�\�k/2/ \\ \ \AN\ \ \
\\ \ \\\\\\\\\\�l /� / 1
0 // I
\\\ \ \\\\/Jiill / / 3'-h1%/�/ /� `� I I
l l l/ / I l` ' /
\\ '/ /i ///ll llI/ii Ii�IIII/
\ \\\\\ \\\ \\ \\\\\ /
\\\\\ \\\\\\\�\\\\\\ \ \\ \�\\\\\ // / // //// �i
\\\��\\\\\ \\ \\\ \\\\\- / �// l ///l/ oo
\ \ \ \ \ \ \\// /// I // ///// / 111 lj �i / / I it// / /�//� // (J � / / ,--ter 1 >>» 1 I I \ I )l (I ) l
\\ / / / // / / / // / //// // / / / l / (�
j /l �//��/i//���/ill l� l
330 330
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
L0 � � � �
+ + + + + + + + + + + + + + + + + + + + +
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
B-B PROFILE
SCALE H:1 "=50'; V:1 "=12'
13+00 14+00 15+00
16+00 17+00 18+00 19+00 20+00 21 +CZ1 +37
NORTH CAROLINA
SCALE IN FEET BOARD OF EXAMINERS
0 100 200 FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
BEFORE YOU DIG(
CALL 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAW(
U
L
Z
Oct
Lu
ch
Z
a00
J
J
Zaa°C
O
J
=
V
Q
U�z�
azo0
aa�z
QJw
-
Z
�Z
=
W
O
W
a.0
VWC.)
Z
cn
Z
oc
0
Lu m
z
Z
Q
TQ
i
U
Z
O
U
w
cn
'ch'^
V!
OM
m
U
U
0
O
J
O
W
0
2
0
cc
U
W p
cc a
Z 0
O w
W
7
w
c o
W
0
U
z
0
r
0
W
cn
0
o
no
ci
1
^
^
T
N
vi
co
�
N
Z
rl
�
M
O
0
n
mN
1 1
U
a) E
K o
111
LL .0
�
M
Q
N
m
co
y
t
W
=
a
a>
_y
w
U
0
0
rn
1
r
�'o
439r14
FIGORE
T.
11 IIL� �
28 30
= W n N
V Z N W
r
} CO
[0 �
Y
Q w
0 U
00 N
o w
N m
cc >
w
In
2
w
w
0
n
8 I 6 5
11
3

II
4
3
a
G
F
E
u
I✓i
/0
jjjjjjj;�—�
NORTH _ � /�"/'%''
///
o01
////�/
F G2-R
0O
PZ5-1 OD
/J \1� //l �i 1/I/ IIII II I I I1 1
\\\\ - 29
PZ5-9D
1 �/� P D
//
I I ,I11,1 l \ Z5-8S
2$p��2ao
\ IIIIII I ` X
\ \\\\1 \\ PZ5-6D
PZ5-6S
N.
° PZ5-5D `
270
PZ-5 45
\ \ \ \
\ \ \\\\ PZ5-20S N o
//- PZ -3S
340
LEGEND
PROPERTY LINE
300' PROPERTY BUFFER
310 1
�\\ � III � EXISTING STREAMS
50' STREAM BUFFER
NVo\ I — — 300 -- EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
�) 310 // \ / �� ( III" > I r 1 \ ✓� / / \ // �i� \ \ \ \ \\ U F M EXISTING LEACHATE FORCEMAIN
100-YEAR FLOODPLAIN
/�'
/�I 1 \ I / % \1/r/� IIIII �����
II \ / 1( I�i,, I \ \ �— iii \ I I II I PHASE LIMIT/EDGE OF LINER
300 MAJOR CONTOUR
I\4I1�'��
MINOR CONTOUR
PERIMETER ROAD
1\ \
G2 3 I\ti_J I _--�\\\1 / IIIIIIII 1 PERIMETER DITCH
�� INTERCELL LIMIT
Oaf 310 ��— — ��o� — ��j�'� _---- — \\\\\\\\\\\� �\ \ I I I III X PZ5-2S PHASE 5 SHALLOW PIEZOMETER
XPZ5-6D PHASE 5 DEEP PIEZOMETER
��/� /��_\\�\\\\\\\\\\'.\9 SHALLOW MONITORING WELL
s,s� _%�_ _%_��� %�� _ _%-- \\\\\ 1\\\� \ \\ \�\ I 1 I11 (,, MW-19S
Ill \\ III\I I1\ 0 ( III I I X FOR PHASES 3 AND 4
, w I I (I I I 1
DEEP MONITORING WELL
_��—%�!—_"�� MW-15D
I'll I�nn'�i0'%�����%'� --�� \\\\ \I111I1111�\ o \\\\\\\\\\ 1 \ \ I (III ` FOR PHASES 3 AND 4
I IIIIII I ^'s6� _ _''�� �%�!%�_= �__��
I I I y III IIII l\I I I(�•S, % __ \\11 \I\` c�\\ oll 111I111111 TOP -OF -BEDROCK
ri�y
1 \ %gQ — .\\\\IloI\\\\\\\11 \\I,)SEASONAL HIGH GROUNDWATER
\\I( Q PHASE 2 1\\\\\ I11 III
I11\I\ \\IIIIII II 39'—
\\ \, 111 I —Q o \, 1 I I 1 I II \ 1 III \ \ 1 1 I I,, III PHASES 3 & 4 GROUNDWATER
\ 1 \ \1 1 I II I I ,4Q = ,— ---__ __� \ IIII\ 1 II I\\ 1 III \\\\ \ llllllllll I
I
I11,11 IIIII I1I(I;III
II I , 111 I I IIAI I II,I I I '. REFERENCE
\III\\\I IIIII �\\ / I \ \\\\\ll\\1\1 IIII ,IIIIII , ,; , III II,
\�\1\ I �\ \\\ \\\\ 11 \\ , Illlllll \I11 I I I III II I I I II IIII II IIII I I I I I I IIIIIIII IIII III III III IIIII III11. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS
PROVIDED AT 2-FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006 ;
DATE OF AERIAL PHOTOGRAPHY JANUARY 15, 2018.\\l
IIII IIIIII 1
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS
ACQUIRED FROM NC DOT GIS.
3. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
\ l"
3710644500J, 3710644600J, 3710645500J, 3710645600J.
ti° 32
1
4. TOP -OF -BEDROCK CONTOUR
S ARE INTERPOLATED BASED ON THE DATA
\\\\IIIOBTAINED FROM THE BORING/PIEZOMETER/WELL LOCATIONS SHOULD BE
0 I ( /// CONSIDERED APPROXIMATE.
5. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE I I III IIII(I)II II//////,li// IIIIII/ II1I INTERPOLATED FROM A CORRELATION OF WELL GAUGING DATA FROM A
l/ \ I III 111 I I \ DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH lI/ ' LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN3PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WATER
\•p
II I I )I 111) I I I II I I111\\\ \\\\\ APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET.
`I1/I`)III`I(IIIIIIIIIIIIIIIII/IIIIlIlIlIljIjI/IIIIlIjIIIlI lIll /1l/l1ull/l//l//l l l�/l//ll//ll//llj�%llI/lljllll lllI/ �IljllllIIlI�/ /I/�llIll lllll/llll%lll�lII �l/IlIlI/I1/11I 1� �/\ //\// //j/III�/l//ll�,/uI /lll///ll l/// '1//7//!///l J// // //l lI I /(1II I)1Il(llllIl lI/I IlI uI IlIII/I lII %IIIlIII/IIfJIIIllII1II/IIIllIIIlI)/Illllll�Il I IIlIlII,I/II
\lIIIIIIlI�i CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATERV320 If TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE
////I Ilfi 1 DEPICTED SEASONAL HIGH WATER TABLE SURFACE.
,
l/y /\�/j�/////
//l /,il//yi ////
/',/ /
/ // 1,//'lp /r
J- //�ii,ce �.I1I1►1I,1I 1I`.► . \ \ia l,\
� \
'
/
/
�
�r/,//
o//// ///// X//l \,� /j
�// / ////�
//////
////
//z% K A,
BEFORE YOU DIGI
PHASE 1 , // / / \ \�
/// / / / / // / /�// / / i�/— — � � I � CALL 1-800-632-4949
�
/ N.C. ONE -CALL CENTER
/r / / / �ii' ��� /( / / /// / / /�
L / //// / / �� ,C 1 ) / / // / /' / // IT'S THE LAW!
L/'S/ / // ///
/�
x
/ /
/ ///• //0 / / % % / //
/��
,�y i / //
�///�� / 0
/
NORTH CAROLINA
ll(ll///////
BOARD OF EXAMINERS
I
I
\ > I I o
�1 // �/ //�//�/////�i/// / / —�✓ (— / //ll l/I/ 11,1/IIII IIII// 1111//�i//// / 11/ ��i// �, FOR ENGINEERS AND
\`\�</< 1 ( I % /// // / / / / / \ �/ /ll / l 11 Illl // 11 11 / / / //// l
\ `\\ // SURVEYORS LICENSE
�\\\\\\ \\\ J/ I I I I 1 ` \ \ 1 < ( ( \ �_// // I i
�\ \\\ \\\\\� \(\�I �I I ,III\\\\ \ \\� \\\\\ \\ \ `\\ I\ ll l/l% lj� l% / / ///�llll�// �/� j� lll/�////// / // / y// �0/l ////%/�%/ /////// / \_ NO. C-3035
\ \ \ \ \\ \ \ \ \ \ l /
\\\\ \\
� \\\\�\\ \\ \ \\\\ \\\ \\\ \ \ \/�/�
\\ \ \\\\ \ \ \\ \\\\\ \\\�\ \ \\ \ \ \ I / ( /// / /// I / 9 / /
\ \ \\ \ \\ \\ \ \ \ \\ \ \/J�—
\ \ \ \\\\\ \\\\\ \ \\\�//�iii� SCALE IN FEET
\ \ �\ \ \ \\ \\ �\� \ \ \\ \\ \\ \ \ \ \ \ \ / / l / / / r / / \
�\ \\\\�\\\ \\��\ \ \\\\\\ \\ \ \\\ \ \ \\\\ \\ / / /j // /�/ll /llllllll�Q/
/� / % // liill i l �� i l ll l i l// ��/)� i �/ / / / / 'S i /
� � % .J� 1 ii/, � �i. �i/i i�:�//ii�oo ' / ,' /,�
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 U) U) � 0 0 0 � � � � � � � L0 In
+ + + + + + + + + + + + + + + + +
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+36
C-C PROFILE
SCALE H:1 "=50'; V:1 "=12'
340
Z_
a
Lu
ch
Z
aC)0
J
J
z
(L
0
J
=
V
U0Z
azo0
z
aa
QJw
-
Z
�z
Lu
O
Wa.
()
Lu
0
Z
0
1=
0
cn
m
cj)
Z
Q
Q
=
U
Z
0
U
w
cn
'ch'^
V!
0M
m
U
U
a
0
J
0
W
0
0
2
0
cc
U
W p
CC a
Z 0
O 0
W
in c)
w
c o
W
0
U
z
0
0
W
m
0
m
Tmw�__i
no
�'tir1uu11yr
SEAL
439Y14
r
` FIGORE
•
�N T. 203
29 30
= m n N
U Z N iw
r
} CO
[0 �
Y
Q w
0 U
00 N
b w
N m
cc j
w
m
w
V
w
0
n
II
5
4
2

7 6 5 3
NZ
PZ5-18S
NORTH \;
2/p \_ \)
\\\\\l III I /ry0�� i 00 \0 1 k MW-13s
Z5— 0 ��
1
It)PZ5-15S � 2g0 N —' 0
\\\ \ 1 �k N
0,
2$
o
ZZ
6/ 0 �` \`\ �° tiro
// //
/i�1 /M1PZ5-14S �31 k \ ry o /
F
o PZ5-27D 2g0 i i
Z�z V0
PREVIOUSLY
0 \ PERMITTED
j0 j I i /(` �� PHASE 3 280
X%%! /%�i gC PZ5-21 S 10 i1
cp
/ o°
-�. I IIIIIII III
\
j� � r/r o ` � � I � �II(IIIIIIII II Imo\
\--
� � / / / / /�/ / o rir -41 � I I I I I IIII
\�\ � fjl l�l IIII/l�l/ � `�� // 4 ,✓ / r ` � � ► —_-- - ��\—_�� III III( IIII III
PZ5-13DIIIII I\ \
, 310
/�
II
9° o, / / / ;`j�' J Lf
0 0 0 / // 310 \ \ IIS I r \ ✓ 1 / \\\\ \ v
Lrir�h7 // 1 III I I I I I I I
�i%/ >> / o \ II II III I \
�� _ o� I � / i/'` \ 111 I I I I I I III II � li I I
_ 1\ 1 \ I / \v m/
�'/ PZ5-12D N /// \ 1 do c^ �� ( \ I I / \ %'%� `\ \\\ I I I III I I I I I I
�`\\\�(1\ I I I II I I I IIIIII I I
_i�
or
/��/i�//��= ti� o• do\\1\ I Ij I I IIIIII I n�%�jj�
\\
/1
��0OoD \� \\\\\\ \\\ \1°
W-17s \\I\\\\\ \\\(I \ \\ IIIIIIIII IIII III I II IIII IIIIIII I I I II I �IIII II lII lIII1II I
—10D—R 1III1IIlII
IIIs III c II\
/
/ \
�p -- , 0— �,�- / —�:--——_-- \\ IIII \1\ 1\11�,1111^'ll I I I III II IIIII
111111 III Iw 1 I I I
__ i11 c.11ll,ol\ \ 111 I I\\ IIII fllll ylolllll I
PZ5-10D �— — —
r �/<c�� /� I 0 �� _
/ir O / < ( / N III IIII "�' --- \ \\ 11 II Iw\ of\\
O I M N i0 %- / ii— 1 III cn \
('S�
1IIIII IIII lily
II0;- ; :!:�_- P__HA—S_-E_-2
Ip
�/I1\\I\1\I1II\1 \ \\ \I\1\\I\\I1II\ I1II1,I1I III IIII II III IIIII I lIII /�II IIIIIIIIIIII I
I
IIIIIII
I 1 I I I II11 ( 1 IIII I\\ '�` --_ \\ \\ III III IIIIIII I IIII\\\1\11 I1 1111 II II II 11 IIIIII II
PZ5-9D j� 9p/ 0 PZ5-24D 30
,r
� C
W
M
37n
LEGEND
— —
PROPERTY LINE
—
300' PROPERTY BUFFER
EXISTING STREAMS
50' STREAM BUFFER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING LEACHATE FORCEMAIN
100—YEAR FLOODPLAIN
PHASE LIMIT/EDGE OF LINER
300
MAJOR CONTOUR
MINOR CONTOUR
PERIMETER ROAD
PERIMETER DITCH
INTERCELL LIMIT
X PZ5-2S
PHASE 5 SHALLOW PIEZOMETER
X PZ5-6D
PHASE 5 DEEP PIEZOMETER
X MW-19S
SHALLOW MONITORING WELL
X
FOR PHASES 3 AND 4
MW-15D
DEEP MONITORING WELL
FOR PHASES 3 AND 4
TOP —OF —BEDROCK
SEASONAL HIGH GROUNDWATER
PHASES 3 & 4 GROUNDWATER
REFERENCE
1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS
PROVIDED AT 2—FT CONTOUR INTERVALS BY GPI (JOB NO. 18-006);
DATE OF AERIAL PHOTOGRAPHY JANUARY 15, 2018.
2. LIDAR TOPOGRAPHY OUTSIDE WASTE CONNECTIONS PROPERTY WAS
ACQUIRED FROM NC DOT GIS.
3. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
3710644500J, 3710644600J, 3710645500J, 3710645600J.
4. TOP —OF —BEDROCK CONTOURS ARE INTERPOLATED BASED ON THE DATA
OBTAINED FROM THE BORING/PIEZOMETER/WELL LOCATIONS SHOULD BE
CONSIDERED APPROXIMATE.
5. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE
INTERPOLATED FROM A CORRELATION OF WELL GAUGING DATA FROM A
PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WATER
LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN
DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH
APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET.
CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER
TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE
DEPICTED SEASONAL HIGH WATER TABLE SURFACE.
.37n
360
'
EX/STING GROUND
T
'
360
^
350
350
I
`
I
340
340
I
/
UMITS OF
WASTE
I
330
330
I
/
I
320
320
/
\_
TOP OF
SUBGRADE
310
310
300
ol/
\
300
I
290
290
280
........
� I
280
270
270
260
I
I
EXISTING TOP -OF -BEDROCK
SEASONAL HIGH
- GROUNDWATER I
260
250
250
240
I
I
240
230
230
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U) � � � �
+ + + + + + + + + + + + + + + + + + + + + +
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 221-000
D-D PROFILE
SCALE H:1 "=50'; V:1 "=12'
SCALE IN FEET
0 100 200
BEFORE YOU DICI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
0
cc
U Z
LU o
GC a
Z °C
O U)
w
W
c o
W
0
U
Z
0
r
W
co
m
0
o �
O
1�C�1
^
T
N
00
�
N
z
ti
a)
O
�
o
n
MN
1 1
U
a) E
i� o
.0
N
M
>
�
M
Q
N
PIPc
a
a)
_y
w
U
O
O
>
r
U
• SEAL
o39r14
. FIGORE
,���J,�lVT.B �•• F1 20F]
L,Jt#II dIIL
U
Lf) Z
a
Waz
J
aC)0
J
Z
(L
LL
0
J =
V
U
M
azo0
aa�z
QJw
—
a
Z
Z
=
= W
O
W
a.0
() Lu
Z
0 1=
0
cn m
z
Z
Q
Q Q
U
—
0
Z
N
ul
Z
T
0
U
cn
'y{
�w
m
n
0
m
m
o
W
U
o
w
C)
C)
00
cn
w
0
0
o
N
m
>
J
0
w
W
w
0
0
w
p
m
2
U
C/)
w
o
O
0
o
m
Cc
a
30 30
m
II
2

APPENDIX C
DESIGN HYDROGEOLOGIC REPORT

DESIGN HYDROGEOLOGIC INVESTIGATION REPORT FOR THE
PHASE 5 LANDFILL EXPANSION AREA
ANSON WASTE MANAGEMENT FACILITY
375 DOZER DRIVE
POLKTON, NORTH CAROLINA 28135
ANSON COUNTY
FACILITY PERMIT NO.0403
Prepared For:
CHAMBERS DEVELOPMENT OF NORTH CAROLINA, INC.
A WHOLLY OWNED SUBSIDIARY OF WASTE CONNECTIONS, INC.
265 BROOKVIEW CENTER WAY, SUITE 205
KNOXVILLE, TENNESSEE 37919
Prepared By:
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
1900 CENTER PARK DRIVE, SUITE A
CHARLOTTE, NORTH CAROLINA 28217
CA,aa+N+N�er+H.►,.
ti
3- SEAL
rf� ; 10310 5-
s
cQ, y
t e H. C� ` •�,a
mi '
Edward H. Stephens, L.G.
Project Manager
CEC Project 165-276
March 13, 2018
OF
0/1116 "t �_
Scott L. Brown, P.E.
Vice President
Civil & Environmental Consultants, Inc.
Charlotte 1900 Center Park Drive, Suite A I Charlotte, NC 28217 1 p: 980.237.0373 f: 980.237.0372 1 www.cecinc.com

TABLE OF CONTENTS
1.0 INTRODUCTION.............................................................................................................. I
1.1
BACKGROUND AND PURPOSE........................................................................ 1
1.2
SITE LOCATION................................................................................................... 2
1.3
PHYSICAL SETTING........................................................................................... 2
1.4
REGIONAL GEOLOGY........................................................................................ 2
1.5
LOCAL GEOLOGY............................................................................................... 3
1.6
LOCAL HYDROGEOLOGY................................................................................. 5
2.0 SCOPE OF DESIGN HYDROGEOLOGIC INVESTIGATION
ACTIVITIES......................................................................................................................7
2.1 PURPOSE AND INTENT OF SITE INVESTIGATION ...................................... 7
2.2 RELIANCE ON PREVIOUS DATA..................................................................... 7
2.3 CURRENT SITE CONDITIONS........................................................................... 8
2.4 SITE DATA COLLECTION METHODS.............................................................. 9
3.0 GEOLOGIC DATA EVALUATION.............................................................................14
3.1 WEATHERED RESIDUUM AND ROCK DESCRIPTION AND
ANALYSIS........................................................................................................... 14
4.0 HYDROGEOLOGIC DATA EVALUATION..............................................................20
4.1 SITE HYDROGEOLOGIC CHARACTERIZATION ......................................... 20
5.0 ESTIMATION OF SEASONAL HIGH WATER TABLE..........................................28
5.1 SHORT-TERM WATER LEVELS...................................................................... 28
5.2 LONG-TERM WATER LEVELS........................................................................ 28
5.3 ESTIMATION OF THE SEASONAL HIGH WATER TABLE ......................... 29
6.0 CONCLUSIONS..............................................................................................................30
7.0 RECOMMENDATIONS.................................................................................................34
8.0 REFERENCES.................................................................................................................35
TABLES
Table 1 — Piezometer/Well Construction and Water Level Data
Table 2 — Depth -to Bedrock and Rock Quality Data
Table 3 — Historical Water Level Data from Landfill Monitoring Wells
Embedded Tables
Table 4-1 — Vertical Hydraulic Gradient Data
Table 4-2 — Statistical Horizontal Hydraulic Conductivity Data
Civil & Environmental Consultants. Inc. -i- Design Hydrogeologic Investigation Report
March 2018

Table of Contents (continued)
Page ii
FIGURES
Figure 1 — Site Location Map
Figure 2 — USGS Topographic Map
Figure 3 — Detailed Site Map
Figure 4 — Topographic Lineament Map
Figure 5 — Generalized Top -of -Bedrock Contour Map
Figure 6 — Interpretative Map of Study Area Magnetic Anomalies
Figure 7a — Groundwater Potentiometric Map — May 31, 2017
Figure 7b — Groundwater Potentiometric Map — December 14, 2017
Figure 7c — Projected Maximum Seasonal High Water Table
Figure 8a — Hydrogeologic Cross -Section
Figure 8b — Hydrogeologic Cross-section
Figure 9 — Phase 5 Areas Susceptible to Forming Seeps by Lowering Existing Topography
Figure 10 — Potentiometric Map Superimposed on Magnetic Survey Data
APPENDICES
Appendix A — Phase 5 Boring Logs
Appendix B — Temporary Piezometer Construction Records
Appendix C — Permanent Monitoring Well Construction Records
Civil & Environmental Consultants, Inc. -ii- Design Hydrogeologic Investigation Report
March 2018

1.0 INTRODUCTION
1.1 BACKGROUND AND PURPOSE
The Anson Waste Management Facility is situated in the south-central portion of Anson County,
North Carolina. A site location and USGS area topographic maps are presented in the attached
Figures 1 and 2, respectively. The landfill facility is classified as a municipal solid waste (MSW)
landfill and operates under Permit Number 0403. Development of the landfill facility is
progressing incrementally in five phases with each phase being comprised of smaller cells. The
general intent is to construct a phase incrementally within the landfill when needed. Permits to
Construct for Phase 1 and Phase 2 expansions were issued by the North Carolina Division of
Environmental Quality (NCDEQ) Solid Waste Section (SWS) in 2000 and 2008, respectively. The
footprint of Phase 1 is approximately 40.38 acres, and Phase 2 consists of 32.78 acres. Both of
these existing phases are currently operational. A Permit to Construct Application for Phases 3
and 4 was completed by Civil & Environmental Consultants, Inc. (CEC) in November 2016, and
has been subsequently submitted to the NCDEQ-SWS for review and approval. Phases 3 and 4
will include a total of 60 acres, bringing the total landfill area to 133 acres. The facility owner has
recently initiated the preliminary site suitability studies for the subject Phase 5 expansion landfill
area that is the subject of this report.
The landfill facility owner, Chambers Development of North Carolina, Inc., engaged CEC to
conduct a Design Hydrogeologic Investigation of the subject Phase 5 expansion area that lies
adjacent and to the northwest of Phases 3 and 4. CEC performed the hydrogeologic investigation
in two stages in general accordance with the approved Work Plan for Design Hydrogeologic
Investigation (Revision 1) — Proposed Phase 5 Landfill Expansion Area Anson Waste Management
Facility dated February 7, 2017, and the proposed additional field studies to fill data gaps verbally
discussed with Mr. Perry Sugg, NCDEQ Solid Waste Permitting Section Hydrogeologist, in a
meeting on August 30, 2017.
The preliminary Phase 5 expansion footprint contains approximately 83 acres. A detailed site map
is attached as Figure 3 that depicts the preliminary Phase 5 boundaries and the approximate
Civil & Environmental Consultants, Inc. -1- Design Hydrogeologic Investigation Report
March 2018

locations of piezometers and permanent monitoring wells that were installed during the subject
Phase 5 Design Hydrogeologic Investigation. Detection groundwater monitoring wells that were
previously proposed for the Phase 3 & 4 expansions were installed during the subject investigation
within the subject Phase 5 expansion area at the approximate locations shown on Figure 3. CEC
performed the associated field activities in an initial stage from April -June 2017 and a second stage
from November -December 2017.
1.2 SITE LOCATION
The facility is located in south-central Anson County between Polkton and Wadesboro. The site
is situated off Highway 74 at Dozer Road approximately 5,400 feet east of the city limits of
Polkton, NC. The general geographic coordinates of the land parcel are 350 00' 05.00" N and 80'
10' 07.60" W. A site location map is provided as Figure 1.
1.3 PHYSICAL SETTING
The site is bounded on the northwest by Brown Creek, on the east by Pinch Gut Creek, and on the
south by the CSX railroad. The immediate surrounding area is rural and primarily wooded. There
is limited residential development south of the landfill facility. Site topographic features are shown
on the USGS Polkton, NC 7.5-Minute Topographic Quadrangle Map that is presented in Figure 2.
The site consists of a series of rolling hills that reach elevations of±300 feet above mean sea level
and low-lying areas adjacent to Brown and Pinch Gut Creeks at an elevation low of approximately
240 feet above sea level. Generally, surface drainage from the landfill facility is to the northwest
toward Brown Creek and northeast toward an unnamed tributary of Pinch Gut Creek.
1.4 REGIONAL GEOLOGY
The subject site is underlain by rocks of the Carolina Slate Belt (CSB), a region in the eastern
North Carolina Piedmont that about 540-600 million years ago was a chain of volcanic islands on
the other side of a wide ocean. The volcanoes occurred along an active plate boundary referred to
as a subduction zone. The volcanic island arc is believed to have formed close to the western
Civil & Environmental Consultants. Inc. -2- Design Hydrogeologic Investigation Report
March 2018

margin of South America and moved to collide with eastern North America at a later time.
Regional metamorphism occurred during the collision.
The CSB contains two rock suites —
Uwharrie or Albemarle suite confined to
lithologies occurring in the Uwharrie
Mountains and Virgilina suite
comprising the rest of the CSB outside
the Uwharrie Mountains. The Virgilina
suite is believed to have developed as a
= Triassic Basins
Figure 1.4 — Regional geologic map of NC showing
location of Carolina Slate Belt from Rogers 1999,
North Carolina Geological Survey 1998.
primitive island arc on oceanic lithosphere. Development primarily in an ocean basin caused the
generation of silicic volcanic rocks high in sodium and low in potassium referred to as "felsic"
rocks. Most of the volcanic rocks are believed to have originated by consolidation of fragments
erupted from volcanoes. Fine-grained volcanic ash accumulations called "tuff' were deposited by
air -borne ash clouds. Ash deposits may have also been water -borne. The volcanic rocks later
underwent low-grade metamorphism during accretion with the North American plate.
Diabase dikes were intruded into the country -rock about 200 million years ago as supercontinent
Pangaea split apart and the Atlantic Ocean began to form. Tectonic rifting formed cracks down to
magma in the earth's lower crust allowing the upward intrusion of diabase. Diabase is a type of
basalt that is fine- to medium -grained, dark in color, and rich in calcium, iron, and magnesium.
The exposed dikes produce a strong magnetic signature that is useful for non -intrusive mapping
employing geophysical (e.g. magnetic) methods.
1.5 LOCAL GEOLOGY
Based on the geologic data collected during the study, the Phase 5 expansion area appears to be
solely underlain by CSB lithologies. The predominant rock type is a well -bedded, fine-grained
felsic meta -volcanic rock or meta -tuff. Bedding thickness as observed in fresher rock cores varies
from a fraction of an inch to several inches. The bedding angle observed in cores typically ranged
from subhorizontal to 400. Exposed outcrop exhibits a "slaty" bedding plane cleavage. Weathered
Civil & Environmental Consultants. Inc. -3- Design Hydrogeologic Investigation Report
March 2018

unconsolidated saprolite material and
'.i
more competent rock were observed to
be quite uniform in composition and "
texture across the entire Phase 5 area.Ile
Surficial unconsolidated materials from
the ground surface to a depth of
typically five to eight feet below ground _
surface (bgs) are red -brown slightly
-
clayey silt to slightly clayey sandy silt.
Deeper saprolite up to approximately 30 '
feet bgs consist of tan and gray slightly sandy silt. Dense partially weathered rock (PWR)
consisting of slightly sandy silt and rock fragments was encountered at various depths from 3.5
feet bgs to 28.5 feet bgs. The observed maximum PWR thickness was 45 feet. In several borings,
a PWR zone was not present.
Surficial rocks have differentially
weathered to form an upper "saprolite"
zone consisting of unconsolidated
slightly clayey silts and sandy silts
transitioning at depth to partially
weathered rock (PWR) that contains rock
fragments, often contains boulders, and is
denser and less weathered than the
overlying saprolite materials.
Underlying rocks are typically fine-
grained and exhibit variable fracture density that diminishes with increasing depth. A detailed site
geologic characterization is provided in Section 3.1.
Rock cores obtained with an NQ2 core barrel were classified as tan -to -gray, well -bedded, fine-
grained felsic meta -tuff. The cores generally contained sub -horizontal and high -angle fractures,
with a less frequently occurring approximately 45-degree fracture set. Most observed small -
aperture fractures were "healed" by subsequent mineral precipitation. Wider fractures were largely
Civil & Environmental Consultants, Inc. -4- Design Hydrogeologic Investigation Report
March 2018

open and their surfaces were coated with iron
and/or manganese oxides. As seen in the inset
photograph, fracture frequency was high
immediately below the depth of auger refusal,
but typically diminished significantly with
increasing depth.
Figure 1.5c — NQ2 rock core run showing
high -density fractures in upper 10 feet.
A weathered high -angle diabase dike was observed in a recent cut face in a soil borrow area within
the Phase 5 expansion near MW-15 (see inset photograph and mapped location on Figure 6). The
exposed dike had a measured strike of approximately N05°E and dip of approximately 60° E. The
width of the dike was approximately six feet. The exposed portion of the dike is weathered to an
unconsolidated red -brown clay soil with large angular black boulders. The unweathered boulders
possessed a medium -grained crystalline
texture.
The strong magnetic signature produced by
the mafic mineralogy of the diabase rock
allowed for non -intrusive mapping
employing geophysical (magnetic) methods.
The magnetic survey data and results are
summarized in Section 3.1.
1.6 LOCAL HYDROGEOLOGY
Three basic hydrogeologic units have been characterized at the site by others. The uppermost
hydrogeologic unit consists of two density -based zones that are unconfined or under "water table"
conditions within the saprolite zone. The uppermost density unit consists of unconsolidated clayey
silt that grades downward to a more dense, variably cemented slightly sandy silt and silt. The
middle hydrogeologic unit consists of dense slightly sandy silt and rock fragments. As viewed in
recent on -site exposures, PWR contained boulder -sized rocks juxtaposed in a matrix of more
Civil & Environmental Consultants. Inc. -5- Design Hydrogeologic Investigation Report
March 2018

weathered, variably cemented residuum. The middle unit may be unconfined or locally partially
confined. A third lower hydrogeologic unit is underlying fractured bedrock within which
groundwater occurs in fractures under unconfined to partially confined conditions. The density of
bedrock fracturing and fracture apertures tend to decrease with increasing depth such that
groundwater flow is significantly restricted within a depth of 100 to 200 feet.
Groundwater recharge largely occurs over broad uplands and gentle slopes. Little recharge occurs
in areas of steeper topography. Typically, groundwater occurrence is unconfined and localized
within a relatively porous PWR zone (middle hydrogeologic unit), which transitions with depth to
bedrock, or it is unconfined or semi -confined in bedrock fractures (lower hydrogeologic unit).
Groundwater discharge occurs along area streams (i.e., Brown Creek and Pinch Gut Creek), which
converge at the northern corner of the site. A detailed site hydrogeologic characterization is
presented in Section 4.1.
Flaw ss. u-,w, w, xww�, ea..� Na pe r+e
typ� !a Rsrirpe A�'ri In !nr iwrl�[t NelwRi !a
eA�wKtwl lhn.Vh F,r��.rcs
Figure 1.6 — Model of Piedmont
hydrogeologic system from Ground
Water Atlas of the US, USGS, HA 730G.
Civil & Environmental Consultants. Inc. -6- Design Hydrogeologic Investigation Report
March 2018

2.0 SCOPE OF DESIGN HYDROGEOLOGIC INVESTIGATION ACTIVITIES
2.1 PURPOSE AND INTENT OF SITE INVESTIGATION
The purpose of the Design Hydrogeologic Investigation is to provide a suitable site -specific
hydrogeologic characterization of the Phase 5 expansion area at the Anson Waste Management
Landfill facility. A secondary aim of the field data collection activities is to provide geotechnical
data for use in geotechnical engineering analyses (i.e. stability, settlement, etc.) of the Phase 5
landfill design, which will be provided in a separate report. Generally, the intent of the work
performed during the Design Hydrogeologic Investigation was to:
• Satisfy the requirements of NC Solid Waste Rules 15 NCAC 13B .1623 (a) Site
Hydrogeologic Report and .1623 (b) Design Hydrogeologic Report.
• Investigate the proposed landfill area in order to adequately characterize the hydrogeology
within and adjacent to the area proposed for waste disposal. The findings of the site
hydrogeologic investigation shall be used to:
1. Prepare a Design Hydrogeologic Investigation Report, which when combined with the
Landfill Siting Study will demonstrate that the Phase 5 expansion site is suitable for
the development of a MSW Landfill.
2. Develop a Ground Water Monitoring Plan, which will be included in the Permit
Application.
• Investigate the landfill area in order to adequately characterize the subsurface conditions
and obtain/test samples for use in geotechnical engineering analyses (i.e. stability,
settlement, etc.) of the landfill design. The results of the geotechnical engineering analysis
will be included in the Permit Application.
2.2 RELIANCE ON PREVIOUS DATA
On behalf of the facility owner, CEC recently submitted to the NCDEQ-SWS a Permit to Construct
Application for Phases 3 and 4 within which Appendix E includes a Design Hydrogeologic
Investigation Report prepared by SCS Engineers, PC dated October 5, 2015. This appended report
provides a discussion of hydrogeologic data collected at the site since GZA Environmental, Inc.
performed initial site suitability work in 1992.
Civil & Environmental Consultants, Inc.
-7- Design Hydrogeologic Investigation Report
March 2018

TRC Environmental prepared a Phase 1 Design Hydrogeologic Report dated December 1998. The
Phase 1 document included the Water Quality Monitoring Plan and deep coring data. The earlier
site studies focused on diabase dikes and included borings advanced to depths up to 200 feet.
ESP Associates and Davis Garrett & Associates completed the Phase 2 design study between 2003
and 2007. The Phase 2 investigation included 41 soil borings within which 34 piezometers were
constructed, including seven nested pairs. In addition, the Phase 2 study included 35 slug tests to
determine hydraulic conductivities of the defined hydrogeologic units.
SCS Engineers, PC prepared the Design Hydrogeologic Investigation Report included in the recent
Permit to Construct Application for Phase 3 and 4. The combined Phase 3 & 4 hydrogeologic
study included 34 new borings that were advanced to auger refusal to characterize the top -of -
bedrock surface. All but four borings encountered the water table such that 30 piezometers were
constructed. Rock was cored at three site locations. Previous available information included rock
core data from eight earlier borings. Like the Phase 5 expansion area, Phase 3 & 4 areas are
predominantly underlain by CSB felsic meta -volcanic rocks.
2.3 CURRENT SITE CONDITIONS
Portions of the study area have been used for soil borrow, which altered the original topography.
The most current updated topographic map is shown in Figure 3. Also, unimproved drilling access
roads were cleared across the Phase 5 expansion area prior to conducting the subject field data
collection activities.
The study area is bounded to the west and northwest by Brown Creek. Surface drainage across
the area is directed toward Brown Creek by a dendritic network of numerous drainage swales
and/or channels, most of which are ephemeral. At least one incised drainage channel shown on
Figure 4 is a "blue line" stream. The drainage features align with regional jointing and seem to
reflect fracture patterns that extend beneath the Phase 5 footprint; thus, making the drainage
features logical places to monitor groundwater quality.
Civil & Environmental Consultants, Inc. -8- Design Hydrogeologic Investigation Report
March 2018

In -place rock outcrops have been unearthed in the soil borrow area near MW-15 (see photographs
in Section 1.5). In addition, rock outcrops were exposed in the Phase 3 and 4 expansion areas by
previous soil borrow excavations. Strike and dip measures were taken on fracture surfaces in two
outcrop areas of meta -volcanic rock, and the structural orientation was also established of a diabase
dike exposed in a recent cut face (see photograph in Section 1.5). These structural data are
discussed in Section 3.1.
2.4 SITE DATA COLLECTION METHODS
The work plan for the recent site hydrogeologic evaluation incorporates existing data obtained by
others in Phases 3 and 4, and provides for the collection and evaluation of geologic/hydrogeologic
data from new borings, piezometers, and permanent monitoring wells installed within the Phase 5
footprint. Based on this approach, CEC initially designed for 33 new borings/piezometers/wells
to provide data collection points for the hydrogeologic characterization of the Phase 5 area. These
initial borings/piezometers/wells were constructed in April -May 2017. Following an evaluation
of the acquired data from the initial phase of field activities conducted from April -June 2017, CEC
provided a second round of field oversight for the installation of eight additional
borings/piezometers to obtain further data to fill data gaps. The second phase of field activities
occurred from November -December 2017. The approximate locations of Phase 5
piezometers/wells are shown on Figure 3. A tabulated soil boring completion summary is
presented in the attached Table 1.
Soil Borings
The advancement of soil borings and installation of
temporary piezometers and permanent monitoring
wells were performed by North Carolina -certified
well drillers, Red Dog Drilling LLC and their
subcontractor Summit Engineering. Red Dog Drilling
employed a CME-45 drill rig mounted on rubber
tracks and Summit Engineering utilized a CME-55
drill rig mounted on an ATV buggy (see inset
Figure 2.4 — CME-55 drill rig
mounted on rubber -tired ATV.
Civil & Environmental Consultants, Inc. -9- Design Hydrogeologic Investigation Report
March 2018

photograph). Soil borings were advanced using 2.25-inch I.D. hollow -stem augers to a depth of
auger refusal. Sampling of unconsolidated subsurface materials was conducted using an auto
hammer per Standard Penetration Testing (SPT) methods as specified in ASTM D 1586 with split -
spoon sampling every five feet, in which the first ten feet of each borehole were sampled at 0-1.5
feet, 3.5-5.0 feet, and 8.5-10.0 feet. At two proposed boring locations (PZ5-12D and PZ5-11D)
where the terrain was found to be too steep for drilling access, the locations were offset about 100
feet upslope for safe drilling and suitable piezometer installation.
Undisturbed soil, saprolite, and partially weathered rock samples recovered in the split -spoon
sampler were visually classified and logged by a North Carolina -licensed geologist. For each
recovered sample, a sample I.D., sample collection depth, sample description, and SPT blow
counts were recorded on a field boring log. Soils were classified in accordance with ASTM
D2487-11 (Unified Soil Classification System). Where encountered in a boring, depth -to -
groundwater, cave-in depth, auger or roller cone refusal, and other drilling conditions were noted
on the field boring log. The Phase 5 boring logs recorded by CEC are provided in Appendix A.
CEC engaged Summit Engineering to provide geotechnical testing of representative
unconsolidated subsurface material samples. Summit placed a representative portion of each SPT
sample in a glass jar upon its recovery for subsequent laboratory classification and testing by
Summit. Summit collected bulk subsurface unconsolidated soil samples in bags from 12 new
borings for subsequent geotechnical testing. Each bulk sample was taken as a composite of soil
recovered from the ground surface to 15 feet below grade in each boring. In addition, Summit
advanced Shelby tubes as specified in ASTM D1587 at four selected boring locations (PZ5-3S,
PZ5-6S, PZ5-17S, and PZ5-21S.
Rock Coring
Summit performed NQ2-size rock coring in 14 borings spread across the Phase 5 footprint. The
drilling strategy was to advance hollow -stem augers to auger refusal, then set a temporary 0.75-
inch-diameter hand -slotted piezometer to the depth of auger refusal to allow time for groundwater
recharge. Where a temporary piezometer was later observed to be dry at auger refusal, rock coring
was performed to advance the borehole within bedrock to encounter groundwater. Rock cores
Civil & Environmental Consultants. Inc.
-10- Design Hydrogeologic Investigation Report
March 2018

were also obtained when four deeper piezometer pairs were installed to provide nested piezometer
clusters.
Rock coring was performed using an NQ2 wireline apparatus generally for a total core run of five
feet. The CEC field geologist performed a visual description, and estimated percent core recovery
and a rock quality designation (RQD) value for each core run in accordance with ASTM D6032-
08. Recovered rock cores were organized in sequence and placed in wooden core boxes for later
reference, if needed (see photographs in Section 1.5). Rock quality data are summarized in Section
3.1.
Structural Measurements on Exposed Outcropping Rocks
A CEC geologist employing a Brunton compass made several strike and dip measurements of
fracture surfaces within the outcropping rock exposed in the soil borrow areas adjacent to and
within the Phase 5 footprint. These structural data are discussed in Section 3.1.
Lineament Analysis and Rose Diagram
As presented in Figure 4, CEC mapped the topographic lineaments identified on a local portion of
the USGS Polkton, NC 7.5-Minute Topographic Quadrangle Map to provide a lineament analysis
to evaluate regional geologic structure trends in the study area. Based on frequency count, CEC
generated a rose diagram that shows the predominant lineament orientations.
Magnetometer Survey for Diabase Dikes
The strong magnetic signature produced by the mafic mineralogy characteristic of the local diabase
rock allowed for non -intrusive mapping employing magnetic methods. CEC engaged GEL
Engineering of NC, Inc. (GEL) to conduct a magnetometer survey within the Phase 5 footprint.
GEL technicians performed a total field magnetic survey utilizing a Geometries G-858 Cesium
Vapor magnetometer. Specific survey transects were made along available access roads across
the Phase 5 area as shown on Figure 8. The magnetic survey data and interpretation are
summarized in Section 3.1.
Civil & Environmental Consultants, Inc. -11- Design Hydrogeologic Investigation Report
March 2018

Piezometers
As previously described, piezometer borings were initially advanced using 2.25-inch I.D. hollow -
stem augers to a depth of auger refusal. Then a temporary 0.75-inch-diameter hand -slotted
piezometer was set to the depth of auger refusal to allow time for groundwater recharge. Where a
temporary piezometer was later observed to be dry at auger refusal, rock coring was performed to
advance the borehole within bedrock to encounter groundwater. When groundwater was
confirmed in a shallow or bedrock temporary piezometer, the borehole was then thoroughly
flushed with clean well water; the temporary 0.75-inch piezometer pipe removed; and a two -inch -
diameter Schedule 40 casing and 0.01-inch machine -slotted well screen was installed in the flushed
borehole. A sand filter was emplaced in the boring annulus to a height of approximate two feet
above the piezometer screen. Bentonite pellets were added to the boring annulus from the top of
the sand filter to the ground surface. Each piezometer casing extended to approximately 2.5 feet
above the ground surface, and the opening was secured with an expansion well plug or PVC cap.
Temporary piezometers were constructed in general accordance with the applicable N.C. Well
Construction Standards. New piezometer construction records are provided in Appendix B.
A total of 26 discrete data stations comprised of either a single piezometer or two-piezometer well
nest were installed during the hydrogeologic investigation for the Phase 5 expansion area. As
summarized in Table 1, piezometers were designated either "PZ5-Xs" or "PZ5-xD". The "S" in a
piezometer I.D. indicates the screen was installed above bedrock (or auger refusal) and the "D"
indicates the screen was installed in bedrock. The approximate mapped locations of these
piezometers are depicted on Figure 3. A tabulated summary of piezometer construction data is
present in Table 1. Piezometers were installed on hilltops, slopes, and within drainage swales to
provide hydrogeology data from the various topographic settings across the study area.
Nested Piezometers
CEC oversaw the installation of five nested (shallow -deep well cluster) piezometers (PZ5-5S/5D,
PZ5-6S/6D, PZ5-8S/8D, PZ5-14S/14D, and PZ5-20S/20D) to provide well pairs to measure
vertical hydraulic gradients across the site. Adding in the deeper nested piezometers, a total of 31
piezometers were installed for the Phase 5 study. Mid -points of the screens of the piezometers
making up the respective nested pairs were vertically separated a minimum of 10 to 20 feet. The
Civil & Environmental Consultants, Inc. -12- Design Hydrogeologic Investigation Report
March 2018

approximate locations of nested piezometers are shown on Figure 3. Nested piezometer
construction details are summarized in Table 1. Piezometer construction records are provided in
Appendix B.
Permanent Groundwater Monitoring ells
In addition to the aforementioned piezometer network, the work plan provided for the installation
of eight permanent groundwater monitoring wells within the Phase 5 footprint, which are designed
to monitor groundwater quality for the adjacent Phase 3 and 4 expansion areas. With these new
monitoring wells, a total of 34 discrete data stations were established as a part of the hydrogeologic
investigation for the Phase 5 expansion area. Permanent monitoring wells (MW-13S, MW-14D,
MW151), MW-16S, MW-17S, MW-18S, MW-19S, and MW-20S) were installed at the
approximate locations shown on Figure 3. The well I.D. designations "S" and "D" indicate the
screen was installed above or within bedrock (or auger refusal), respectively. Monitoring wells
and piezometers were similarly installed, except that each permanent well was constructed with a
two -foot bentonite seal above the sand filter and the remaining annulus filled with cement grout to
the ground surface. Each wellhead was completed with a concrete well pad, lockable -hinged
protective cover, and well information tag. Permanent monitoring well construction details are
summarized in Table 1, and well construction records are included in Appendix C.
Piezometer/Well Elevation Survey
A North Carolina -registered land surveyor, Lawrence and Associates, P.A., established the map
coordinates (as approximately shown on Figure 3) and elevations of the newly installed
piezometers and monitoring wells. Top -of -casing and ground elevations were established for each
piezometer and monitoring well. Piezometer/well elevation data are provided in Table 1.
Civil & Environmental Consultants, Inc. -13- Design Hydrogeologic Investigation Report
March 2018

3.0 GEOLOGIC DATA EVALUATION
Field data was compiled and analyzed to: a) provide a detailed description of the geologic units
and hydraulic properties of each geologic unit; b) generate geologic boring logs and rock quality
descriptions (i.e. percent core recovery and RQD); c) prepare a depth -to -bedrock contour map; d)
prepare a groundwater potentiometric map; e) determine horizontal and vertical hydraulic
gradients; and f) determine the direction and rate of ground water flow within the uppermost
aquifer system.
3.1 WEATHERED RESIDUUM AND ROCK DESCRIPTION AND ANALYSIS
Unconsolidated Saprolite
The weathered zone or residuum is generally characterized as consisting of an uppermost soil zone
of unconsolidated orange to red clayey silt or clayey sandy silt grading to more dense uniform
slightly sandy silts with depth. The near surface zone is highly oxidized; hence, the orange to red -
brown color due to the presence of iron oxides. Typically, at depths of five feet, a color change
was observed in the subsurface material to generally tan and sometimes gray. Saprolite at this
depth was generally characterized by unconsolidated yet typically dense silts and slightly sandy
silts. With increasing depth, the silts
and slightly sandy silts contained
more rock fragments and became
increasing more cemented. A
representative shallow saprolite
profile is shown in the photographs
in Section 1.5.
Partially Weathered Rock (PWR)
Saprolite transitions with depth to
partially weathered rock (PWR).
Local PWR zones consist of tan to gray variably cemented slightly sandy silts to silts with rock
fragments. As viewed in recent on -site exposures, PWR can generally be described as boulder -
Civil & Environmental Consultants, Inc. -14- Design Hydrogeologic Investigation Report
March 2018

sized rocks juxtaposed in a matrix of more weathered unconsolidated material. Observed depths
to PWR across the study area are shallow from 3.5 feet bgs to 28.5 feet bgs, with a geometric mean
PWR depth of 14.95 feet bgs. The thickness of PWR across the study area ranges from zero feet
to 45 feet, with an average PWR thickness of 8.1 feet and geometric mean PWR thickness of 6.1
feet.
PWR is important to most hydrogeologist working in the NC Piedmont because this hydrogeologic
unit is generally more permeable than the overlying typically clay -rich saprolite zone and
underlying fractured bedrock. Thus, PWR is a typical water -bearing zone, and its flow
characteristics may preferentially facilitate the movement of groundwater contaminants.
Auger Refusal
In Piedmont crystalline rock settings, the base of the PWR horizon or the top of competent bedrock
is typically defined by drilling resistance called "auger refusal". Auger refusal is a relative term
dependent upon auger type, size, and condition, and the applied drilling pressure and torque. For
this investigation, auger refusal is defined as the depth of penetration resistance to the further
advancement of 2.25-inch I.D. rotary hollow -stem augers rotated with a CME-55 drill rig. Auger
refusal during this investigation varied from 9.5 feet bgs to 58.5 feet bgs, with a geometric mean
of 26.9 feet bgs and a standard deviation of 11.3 feet.
In several cases, dense fracturing and
weathering more similar to PWR were
observed in rock cores below auger refusal
depths (see inset photograph). These zones
were typically observed in the upper few feet
following auger refusal.
Bedrock Description
Figure 3.1b — Dense fracture frequency
immediately below auger refusal more
characteristic of PWR zone.
Bedrock has been exposed adjacent to and within the Phase 5 expansion area as a result of soil
borrow activities. Photographs of such exposures are shown in Section 1.5 and in this section.
NQ2-sized rock coring was performed in 20 borings for which rock descriptions and other rock
Civil & Environmental Consultants. Inc. -15- Design Hydrogeologic Investigation Report
March 2018

quality data are summarize in this section and on the boring logs presented in Appendix A.
Bedrock beneath the study area is predominantly a tan to gray, low-grade metamorphosed volcanic
tuff; commonly referred to as a meta -tuff. The lithology across the study area is considerably
uniform and representative of felsic meta -volcanic rocks mapped in other areas of the CSB.
As shown in Figure 5, CEC generated a generalized top -of -bedrock contour map using auger
refusal data obtained from 34 discrete borings advanced across the study area. The top -of -bedrock
depths and elevations are presented in Table 2. The interpolated contours appear to imply a smooth
transitional bedrock surface; however, the actual bedrock surface is more undulating due to
localized preferential weathering. Depth -to -bedrock, as defined by auger refusal, was encountered
during drilling activities in a range from 9.5 feet to 58.5 feet bgs across the Phase 5 footprint. The
geometric mean of the top -of -bedrock data is 29.3 feet and the standard deviation is 13.0 feet.
Rock Quality Evaluation
NQ2 coring was performed for a depth of 10 to 20 feet after encountering auger refusal in 14
borings including PZ5-lD, PZ5-4D, PZ5-5D, PZ5-6D, PZ5-8D, PZ5-9D, PZ5-111), PZ5-16D,
PZ5-20D, PZ5-23D, PZ5-24D, PZ5-26D, PZ5-27D, and MW-15D, and greater than 20-foot total
core runs in six borings PZ5-I01), PZ5-lOD-R, PZ5-12D, PZ5-13D, PZ5-14D, and MW-14D.
Percent core recovery and rock quality data obtained from evaluating rock cores are presented in
Table 2. Percent core recovery ranged from 58% to 100%., with a geometric mean of
approximately 92%. The range of calculated Rock Quality Designation (RQD) values was 21%
to 100%, with a geometric mean of approximately 71 %. The range of RQD values for the first
five-foot core runs was also 21% to 100%, yet the geometric mean was approximately 55%.
Bedrock Fracture Orientation
Typically, rock cores exhibited a sub -
horizontal fracture set and a high -
angle (-50°-60°) fracture set. Less
frequently, a near vertical fracture set
Figure 3.1c — NQ2 rock core depicting fracture
dip angles.
was observed in a rock core. Most observed small -aperture fractures were healed by subsequent
mineral precipitation. Wider fractures were largely open and their surfaces were coated with iron
Civil & Environmental Consultants, Inc. -16- Design Hydrogeologic Investigation Report
March 2018

and/or manganese oxides. Fracture frequency was generally higher immediately below the depth
of auger refusal (geometric mean RQD of 55%), but typically diminished with increasing depth.
Strike and Dip Measurements on Exposed Outcropping Rocks
A CEC geologist made several strip and dip measurements on the joint planes of exposed rock
using a Brunton compass. Predominant measured orientations of meta -tuff fracture surfaces were
approximately N15°E dipping 5WE and N dipping 62°W.
Lineament Analysis and Rose Diagram
As presented in Figure 4, CEC mapped the topographic lineaments identified on a local portion of
the USGS Polkton, NC 7.5-Minute Topographic Quadrangle Map to provide a lineament analysis
to evaluate regional geologic structural trends in the study area. Based on frequency count, CEC
generated a rose diagram that shows three predominant lineament orientations that are roughly N-
S with a range from N05°W to N120E, N250E to N400E, and N40OW to N55°W. The lineament
data appear to be indicative of local and regional geologic structure trends, and these mapped
trends correlate reasonably well with strikes measured on locally exposed rock outcrops.
Diabase Dikes
As shown in the inset photograph in Section 1.5, a
weathered high -angle diabase dike was observed in a
recent cut face in a soil borrow area within the Phase 5
expansion near MW-15D. The exposed portion of the
dike was weathered to an unconsolidated red -brown clay
with large angular black boulders. The relatively
unweathered boulders possessed a medium -grained
Figure 3.1d
— Dark diabase
boulders in deeply -weathered saprolite.
crystalline texture. The exposed dike had a measured strike of approximately N05°E and dip of
approximately 60°E. The width of the dike was approximately six feet.
CEC observed a second outcrop of diabase boulders in the immediate area of PZ5-15S. The
exposed surface width of boulder occurrence was approximate 20 feet; although, the land surface
Civil & Environmental Consultants. Inc. -17- Design Hydrogeologic Investigation Report
March 2018

had been disturbed to allow drilling access. CEC observed evidence for subsurface diabase in
boring PZ5-15S as orange to black silty sand and dark gray rock fragments (weathered residuum)
occurring over a depth interval from 13.5 feet bgs to 35 feet bgs. The boring intercepted and
penetrated through a high -angle dike.
CEC engaged GEL to perform a magnetometer survey within the
Phase 5 footprint to locate Mesozoic -age diabase dikes and their
trends. GEL employed a Geometrics G-858 Cesium Vapor
magnetometer operated in total magnetic field mode (see inset
photograph). Specific survey transects were made along
available access roads across the Phase 5 area as shown on Figure
6. A CEC geologist mapped the approximate location of the total
field maximum of each anomaly signal as denoted by D-"x" on
Figure 6. These signal peaks are believed to represent individual
diabase dikes. Where wider anomalies are depicted on Figure 6,
at least two dikes with parallel orientations are indicated by the
magnetic signal. The close separation distance between two or more parallel dikes makes it
difficult to interpret the continuity of strike for an individual dike from the associated magnetic
signal. It is possible that better resolution could be obtained by more closely spaced perpendicular
survey transects, which would require further clearing for survey access. The traces of total profile
anomalies are mapped on Figure 6 to illustrate the general locations, interpolated strikes, and
frequencies of diabase dikes within the Phase 5 footprint.
The resulting data indicate the presence of diabase dike sets or dike swarms within the Phase 5
footprint. The interpolated data appear to indicate that the dike swarms predominantly strike in a
roughly N-S orientation, with a variation from N050W to N15°E. At each anomaly, short
perpendicular survey transects were also performed to determine the approximate dike orientation.
These perpendicular surveys support roughly N-S dike strikes.
Daniels and others (1983) note that the dikes are considered to be emplaced as two major swarms
in the Carolinas, both with near vertical dips. One swarm has an approximate N-S trend and the
Civil & Environmental Consultants, Inc. -18- Design Hydrogeologic Investigation Report
March 2018

other a NW trend. In general agreement, Ragland and others (1983) indicate dike orientations in
the area to be predominantly N-S (with a range of variation between N15OW and N15OE) and NW.
They also observed that generally longer dikes strike N-S and shorter dikes strike NW. Ragland
and Barrantine (1986) indicate that most dips of the dikes are near -vertical based upon field
measurements and generally symmetrical ground magnetic profiles.
Comparing the observed dike trends with measured strikes and dips of the host rock suggests that
most dikes follow the predominant joint orientations in the host rock. CEC determined that the
predominant orientations of meta -tuff fracture surfaces were approximately N15OE dipping 500E
and N dipping 620W. The decomposed diabase dike that CEC observed in the cut face near MW-
15D had a measured strike of approximately N050E and dip of approximately 600E. In addition,
most ground magnetic profiles were non -symmetrical with a long westward ramp up to a
maximum peak then shorter ramp down on the west side of the anomaly. These ground magnetic
profiles suggest moderate -angle eastward -dipping dikes similar to the observed outcropping
weathered dike. SCS Engineers noted for previous landfill phase studies that observed diabase
dikes had westward dip angles. North -striking and west -dipping dike orientations would also
follow existing joint patterns.
Ragland and others (1983) observe that dikes of the N-S swarms are on average longer, wider,
farther apart, and more variable in strike than those of the NW swarms. King (1961), Ragland and
others (1983), and Bell (1988) all noted that dikes, especially in the NW swarms, seem to occur in
sets separated by areas with few dikes. Based on field -measurements and ground magnetic
profiles, dike widths likely range from five to ten feet. The widths of the magnetic anomaly traces
depicted on Figure 6 are significantly greater than the actual dike widths as a result of the moderate
dip angles, and, in some cases, the wide profiles may be due to the presence of more than one
parallel -oriented dike, or a dike set.
Civil & Environmental Consultants, Inc. -19- Design Hydrogeologic Investigation Report
March 2018

4.0 HYDROGEOLOGIC DATA EVALUATION
4.1 SITE HYDROGEOLOGIC CHARACTERIZATION
As briefly described in Section 1.6, three basic hydrogeologic units were identified at the site
during this Phase 5 hydrogeologic study and previously by others for adjoining landfill phases
(SCS Engineers, Design Hydrogeologic Investigation Report — Anson Waste Management Facility
Phases 3 and 4, October 2015). These hydrogeologic units are depicted in vertical profile in the
hydrogeologic cross -sections presented in Figures 8a and 8b. The uppermost hydrogeologic unit
is unconfined or under "water table" conditions and consist of two density -based zones of variably -
weathered, fine-grained residuum. Groundwater moves through the porous weathered matrix. The
middle hydrogeologic unit is generally unconfined; although, CEC observed the middle unit to be
partially confined in some areas as observed by the temporary artesian flow from PZ5-20 and PZ5-
20D at the southeast boundary of the Phase 5 area. Groundwater flow may also be locally
facilitated through fractures within the middle hydrogeologic unit. The lower hydrogeologic unit
is the fractured bedrock zone where groundwater flow conditions may be unconfined or partially
confined. Groundwater movement in the lower hydrogeologic unit is limited to flow within
bedrock fractures. As demonstrated by the observed temporary artesian flow in PZ5-20 and PZ5-
20D, portions of the lower hydrogeologic unit are partially confined.
The uppermost hydrogeologic unit is the shallow saprolite zone that consists of variably dense
clayey silt at the surface grading to denser, slightly -to -moderately cemented slightly sandy silt with
depth. It is generally accepted by Piedmont geologists and engineering geologists that the saprolite
zone is defined by formation material exhibited SPT resistance values less than 100 blows per foot
(bpf). Saprolite zone thickness varied from 3.5 feet to 28.5 feet across the Phase 5 footprint.
The middle hydrogeologic unit is the PWR horizon that consists of variably cemented slightly
sandy silt and rock fragments encountered at various depths from 3.5 feet bgs to 28.5 feet bgs
across the study area. It is generally accepted by Piedmont geologists and engineering geologists
that PWR is defined by formation material exhibited SPT resistance values greater than 100 bpf,
Civil & Environmental Consultants, Inc. -20- Design Hydrogeologic Investigation Report
March 2018

which can be penetrated by rotary hollow -stem augers. The thickness of the PWR horizon across
the study area ranges from 0 feet to 45 feet.
A third hydrogeologic unit is underlying fractured bedrock within which groundwater occurs under
unconfined to partially confined conditions. The surface of competent bedrock was defined by the
depth of auger penetration refusal. The density of bedrock fracturing and fracture apertures tend
to decrease with increasing depth such that groundwater flow is significantly restricted within a
depth of 100 to 200 feet bgs.
Most frequently, the water table was observed to occur in the middle hydrogeologic unit or PWR
horizon; typically, only a few feet above the lower hydrogeologic unit or fractured bedrock zone.
If not present above the top -of -bedrock, groundwater was typically encountered in bedrock
fractures within the uppermost 20 feet of the lower hydrogeologic unit.
The area and Phase 5 footprint are characterized by dissected ridges that follow predominant joint
orientations, which restrict groundwater movement to short distances between highland recharge
areas and discharge to wetlands bordering the major streams or directly to streams. Groundwater
recharge largely occurs over broad uplands and gentle slopes. Little recharge occurs in areas of
steeper topography. Typically, groundwater occurrence is unconfined and localized within a
relatively porous PWR zone, which transitions with depth to bedrock, or it is semi -confined in
bedrock fractures. Groundwater discharge from lower bedrock zones occurs along area streams
(i.e., Brown Creek and Pinch Gut Creek), which converge at the northern corner of the site.
The site is hydraulically isolated from the surroundings by prominent hydraulic divides including
Brown Creek and Pinch Gut Creek, which are regional groundwater discharge features. In the
Design Hydrogeologic Investigation Report for Phases 3 and 4 dated October 5, 2015, SCS
Engineers indicated that no groundwater users exist down gradient of the current landfill or the
Phase 5 expansion area, i.e., no residences or water supply wells exist between the landfill facility
and its associated groundwater discharge areas.
Civil & Environmental Consultants, Inc. -21- Design Hydrogeologic Investigation Report
March 2018

Horizontal Hydraulic Gradients
As presented in Figures 7 and 8, CEC generated shallow groundwater potentiometric maps for the
Phase 5 study area based on water levels gauged in existing site piezometers/monitoring wells on
May 31, 2017 and December 14, 2017, respectively. These water level data are summarized in
Table 1. The predominant groundwater flow directions across the site are to the southwest, west,
and northwest toward Brown Creek. Locally in the area of MW-15D and PZ5-26D, groundwater
initially flows eastward and beneath Phase 3 before ultimately discharging to Brown Creek.
Groundwater flow across the Phase 5 area is characterized by local flow regimes dominated by
groundwater recharge on ridges, knolls, saddles, and gentle slopes, with groundwater discharge to
adjacent incised streams, intermittent creeks, wet/dry swales or draws, and ultimately Brown
Creek. As illustrated in Figures 7a and 7b, the local direction of groundwater movement is
essentially controlled by local topography, and is a subdued replica of the surface topography.
In the southern portion of the Phase 5 area, the groundwater regime is dominated by a broad
northwest -trending ridge (i.e. groundwater divide) dissected by northeast -trending drainage swales
or draws. In this area, groundwater flowpaths are short and flow is locally restricted from ridge to
adjacent swales or draws to the south and an incised stream to the north.
In the central portion of the study area, groundwater moves roughly radially away from two
adjacent knolls toward adjacent incised drainage swales or a stream to the south. A portion of the
radial flow from the northernmost knoll is to the east and beneath the Phase 3 footprint before
ultimately flowing back toward the Phase 5 area.
In the northeast portion of the Phase 5 area, groundwater movement is dominated by a broad north -
trending ridge (groundwater divide) away from which groundwater moves semi -radially to the
west, north, and east toward incised drainage swales.
As illustrated in the hydrogeologic cross -sections in Figures 8a and 8b, horizontal hydraulic
gradients vary considerably depending upon topographic setting. Beneath broad ridges and gentler
slopes, the horizontal gradient ranges from approximately 0.01 to 0.06 feet/foot. Beneath steeper
Civil & Environmental Consultants, Inc. -22- Design Hydrogeologic Investigation Report
March 2018

slopes, the horizontal gradient averages approximately 0.1 feet/foot. Horizontal hydraulic
gradients are lowest in the south; highest in the center; and moderate in the northeast.
Vertical Hydraulic Gradients
Five nested (shallow and deep pair) piezometers PZ5-5S/5D, PZ5-6S/6D, PZ5-8S/8D, PZ5-
14S/14D, and PZ5-20S/20D were installed in the Phase 5 footprint to measure local vertical
hydraulic gradients across the site. The approximate locations of these nested piezometers are
shown in Figure 3. PZ5-8S/8D is located in a more elevated portion of a dry swale. PZ5-5S/5D
and PZ5-6S/6D are located in moderately elevated portions of dry swales. PZ5-20S/20D is located
in a lower elevated portion of a dry swale. Mid -points of the shallow and deeper screens of the
piezometers making up the respective nested pairs were vertically separated a minimum of 10 to
20 feet. Piezometer construction and water level data are summarized in Table 4-1. CEC gauged
water levels in the existing nested piezometers on May 31, 2017 and December 14, 2017.
As summarized in Table 4-1, the vertical hydraulic gradients calculated for the nested piezometer
pairs were upward gradients for PZ5-5S/5D, PZ5-6S/6D, and PZ5-8S/8D indicative of
groundwater discharge conditions. A downward hydraulic gradient was observed in piezometer
nest PZ5-14S/14D indicating groundwater recharge conditions. With exception of the artesian
flow conditions observed in PZ5-20S/20D, the remaining vertical gradient data confirm that
groundwater beneath the site moves under non -confined or possibly partially confined conditions
laterally away from upland recharge areas to topographically lower areas of groundwater
discharge; thus, these conditions can be generally predicted based on a conventional potentiometric
surface representation.
During piezometer/well gauging events in May (2), November, and December 2017, artesian flow
conditions were observed in PZ5-20S. Similar artesian conditions were observed in PZ5-20D
during the two May 2017 water level gauging events. These observed conditions indicate that the
well screens intercept at least semi -confined aquifer zones at least periodically under elevated
hydrostatic pressure at depth resulting in the upward movement of groundwater to above the
ground surface.
Civil & Environmental Consultants, Inc. -23- Design Hydrogeologic Investigation Report
March 2018

Table 4-1 - Vertical Hydraulic Gradient Data
Nested Wells
Shallow
Deep
G.W. L.
G.W.L.
Vertical
Flow
Mid-
Mid-
Elevation
Elevation
Hydraulic
Direction
Screen
Screen
in Shallow
in Deeper
Gradient
Elevation
Elevation
Well
Well
PZ5-5/51)
261.88
253.72
272.27
275.51
-0.40
Up
PZ5-6/61)
259.22
245.60
265.85
266.92
-0.08
Up
PZ5-8/81)
271.61
248.96
274.02
276.48
-0.11
Up
PZ5-14S/14D
286.40
267.90
280.40
271.54
0.48
Down
PZ5-20/20D
249.97
234.76
Artesian
Artesian
NM
Up
Confined of Partially Confined Flow Conditions
Transient artesian flow conditions were observed at PZ5-20S/20D. PZ5-20S/20D is located within
a topographic swale at an approximate surface elevation of 264 feet. Assuming the top and base
of the confining zone can be roughly delineated by the top -of -screen elevation of PZ5-20S and
bottom -of -screen elevation of PZ5-20D, the underlying confining conditions are occurring
between approximately 255 feet and 230 feet bgs at this location.
During the base construction of the Phase 2 expansion landfill, groundwater seeps were discovered
at three localities when the existing surface grade was lowered on average by ten feet. Two of the
seeps occurred within the upland reaches of draws or swales. A third occurred along the slope of
an elevated knoll.
It is important to note the potential for temporary seeps or springs to occur due to underlying
confining conditions. Temporary seeps or springs are more likely to occur as a result of lowering
the present surface grade, particularly in proximity of existing topographic draws or swales. The
Phase 5 areas that appear most susceptible to temporary groundwater seeps or springs are shown
on Figure 9. French drains can be designed to effectively channel away surface -discharging
groundwater beneath the Phase 5 landfill footprint. Further, following the installation of the
landfill liner system, groundwater recharge to the area will be significantly diminished; thus,
lessening the likelihood of a seep or spring to occur beneath the Phase 5 footprint.
Civil & Environmental Consultants. Inc.
-24- Design Hydrogeologic Investigation Report
March 2018

Site Reconnaissance for Springs,Seeps, of Groundwater Discharge Features
CEC field personnel performed a site walkover of the several topographic swales or drainage
channels that dissect the Phase 5 footprint. The site reconnaissance was conducted in December
2017. No visible evidence for springs, seeps, or the other groundwater discharge features was
observed in the topographic swales or drainage channels that are not shown as a "blue -line" stream
channel on the Detail Site Map in Figure 3. Note that water table levels were lower by an average
of approximately 5.2 feet from the May 2017 water level gauging data.
Influence of Diabase Dikes on Groundwater Flow
As documented in the boring log for PZ5-2S, a diabase dike was observed to be deeply weathered
at the surface to a depth greater than 30 feet to a silty clay residuum. The clay fraction observed
in the weathered diabase is considerably greater than in the host meta -tuff; however, the SPT blow
counts are significantly lower in the weathered dike material. Being a more clay -rich residuum,
the weathered diabase would be expected to be less permeable than the host rock. Yet, being of
lower density, its permeability may not be less than the typically denser host rock.
CEC observed evidence for subsurface diabase in boring PZ5-15S as orange to black silty sand
and dark gray rock fragments (weathered residuum) occurring over a depth interval from 13.5 feet
bgs to 35 feet bgs. Apparently, the boring intercepted and penetrated through a high -angle dike.
As previously reported by SCS Engineers, the relatively high RQD values for diabase cores
indicates that the fracture frequency of the dikes is similar to, if not greater than, the host rock.
The water table was encountered in PZ5-2S and PZ5-15S within the weathered diabase residuum.
As shown in Table 4-1 above, a review of the hydraulic heads suggests potentially partially
confining conditions, which is likely where a deeply weathered clay residuum overlies a fractured
diabase dike. Based on geologic observations and interpolated potentiometric data as shown on
Figure 9, it appears that the diabase dikes function similarly to the host meta -tuff and do not serve
as aquitards or as conductive "conduits" for groundwater flow.
Civil & Environmental Consultants, Inc. -25- Design Hydrogeologic Investigation Report
March 2018

Horizontal Hydraulic Conductivity
As stated in CEC's Work Plan for Design Hydrogeologic Investigation (Revision 1) dated
February 7, 2017, CEC assumes that the available hydraulic conductivity test data is representative
of similar subsurface materials that will be encountered in the Phase 5 expansion. SCS Engineers
previously performed 24 in -situ permeability tests as discussed in the Design Hydrogeologic
Investigation Report (October 5, 2015), which is included in Appendix E of the recent Permit to
Construct Application for Phase 3 and 4. Like the Phase 5 expansion area, Phase 3 and 4 areas are
predominantly underlain by Slate Belt meta -tuff. The ranges of hydraulic conductivity values
previous calculated by SCS Engineers are summarized in Table 4-2 below. SCS Engineers used
the average hydraulic conductivities to calculated groundwater flow velocities. Given its
significant spatial and temporal variability, CEC believes that the geometric mean of the hydraulic
conductivity values is more representative.
Table 4-2 - Statistical Horizontal Hydraulic Conductivity Data
Hydrogeologic Unit
Max Value
Min. Value
Geometric Mean
PWR (Middle Unit)
1.09 ft/day
3.95 x 10-4 ft/day
0.018 ft/day
Bedrock (Lower Unit)
0.64 ft/day
5.45 x 10-3 ft/day
0.084 ft/day
Groundwater Flow Velocity
Groundwater flow velocity is determined by multiplying the estimated horizontal hydraulic
conductivity (K) by the horizontal hydraulic gradient (i) then dividing by the effective porosity
(rle). As discussed in the previous section, the geometric mean K value for PWR is 0.018 ft/day.
Horizontal hydraulic gradients ranging from 0.01 and 0.1 feet/foot were calculated from the
groundwater potentiometric map shown in Figure 7a. An average Tle of 15 percent was chosen to
represent weathered meta -tuff. The calculated groundwater flow velocities for the PWR range
from 0.0012 to 0.012 feet/day (0.44 to 4.4 feet/year). As discussed in the previous section, the
geometric mean K value for bedrock is 0.084 ft/day. An average Tle of 5 percent was chosen to
represent fractured bedrock. The calculated groundwater flow velocities for the bedrock range
from 0.017 to 0.17 feet/day (6.2 to 62 feet/year).
Civil & Environmental Consultants. Inc. -26- Design Hydrogeologic Investigation Report
March 2018

Abandonment of Temporary Piezometers
The temporary piezometers that were installed during the recent Phase 5 hydrogeologic
investigation will be maintained if appropriately located to serve as future permanent groundwater
monitoring wells for the Phase 5 expansion. Otherwise, the piezometers will be abandoned by an
NC -certified well drilling contractor in accordance with the NC well abandonment rules. CEC
will submit Well Abandonment Records to the Section.
Civil & Environmental Consultants, Inc.
-27- Design Hydrogeologic Investigation Report
March 2018

5.0 ESTIMATION OF SEASONAL HIGH WATER TABLE
5.1 SHORT-TERM WATER LEVELS
As presented in Figures 7a and 7b, CEC generated shallow groundwater potentiometric maps for
the Phase 5 study area based on water levels gauged in existing site piezometers/monitoring wells
on May 31, 2017 and December 14, 2017, respectively. These water level data are summarized in
Table 1. The predominant groundwater flow directions across the site are to the southwest, west,
and northwest toward Brown Creek.
In contouring these groundwater elevation data sets, some gauged elevations values do not appear
to be reasonable based on the local topography and relationship to surrounding values. When
gauged, certain well elevations may have not reached static equilibrium due to slow recharge.
Semi -confined groundwater flow conditions in certain localities may be reflected in the data. An
effort was made to honor the actual water table data value while generating the potentiometric
maps provided that the contours could be reasonably drawn within the generally accepted rules of
potentiometric map construction and data interpolation. The potentiometric surfaces were
generated as a give-and-take between honoring the actual data value whenever possible; otherwise,
honoring the basic rules of groundwater flow -net construction where required.
5.2 LONG-TERM WATER LEVELS
To correlate the recently acquired water level data with long-term seasonal high water table trends,
CEC examined Chambers Development of North Carolina, Inc. — Anson Waste Management
Facility groundwater monitoring reports from November 2009 to October 2017 that are available
on the NCDEQ Division of Waste Management Laserfiche Weblink. These available reports
included water level data obtained by Prism Laboratories (2009-2014) and S&ME (2014-2017)
from the existing landfill detection groundwater monitoring well network. The well gauging data
are summarized in Table 3. In addition, SCS reported earlier data obtained from the landfill
monitoring well network from 2001-2015 providing maximum recorded well water level
Civil & Environmental Consultants. Inc. -28- Design Hydrogeologic Investigation Report
March 2018

elevations over this time period as also listed in Table 3 (SCS Engineers, Design Hydrogeologic
Investigation — Anson Waste Management Facility, October 5, 2015).
In summary, the long-term maximum water level elevations are generally from the May 2003,
April 2015, and April 2016 monitoring reports. Most of the long-term (2001-2015) maximum
water levels are from the April 2015 monitoring event. Yet, most of the April 2016 water levels
are higher that the April 2015 values from the respective shallow monitoring wells.
5.3 ESTIMATION OF THE SEASONAL HIGH WATER TABLE
CEC conducted two water level gauging events within the Phase 5 footprint in May 2017 that can
be correlated with the seasonal high water levels observed in April 2015 and April 2016 in the site
landfill detection monitoring wells listed in Table 3. In Table 3, geometric means are calculated
for water level changes in the existing landfill monitoring wells between the seasonal high April
2015 values and the April 2017 values and between seasonal high April 2016 values and the April
2017 values. The calculated geometric means for the difference in water levels are 1.30 feet and
1.36 feet, respectively.
Based upon the above historical site area groundwater level analysis, we believe that it is
conservative to add two feet to the Phase 5 water level values obtained on May 31, 2017 to
approximate a seasonal high water table for the Phase 5 footprint. An approximated seasonal high
water table contour map is presented in Figure 7c. The approach used to generate the seasonal
high water table surface was the same as that described in Subsection 5.1 above.
Civil & Environmental Consultants, Inc. -29- Design Hydrogeologic Investigation Report
March 2018

6.0 CONCLUSIONS
The purpose of this report is to provide a suitable site -specific hydrogeologic characterization for
the Phase 5 expansion at the Anson Waste Management Facility. This report provides the
following information:
• Detailed description of the hydrogeologic units below the site;
• Depth -to -bedrock contour map;
• Groundwater potentiometric map depicting flow directions;
• Horizontal and vertical hydraulic gradients;
• Description of localized partially confined conditions;
• Directions and rates of groundwater flow within the uppermost aquifer system; and
• Estimation of a seasonal high water table based upon correlation with historical data
The work scope for the Phase 5 hydrogeologic investigation included the installation and collection
of data from the following temporary piezometers and permanent monitoring wells:
• A total of 26 discrete piezometer locations (either single or paired piezometers) were
installed on hilltops, slopes, and within drainage swales to provide hydrogeology data from
the various topographic settings across the study area.
• Five nested (shallow -deep well cluster) piezometers were installed to provide well pairs
to measure vertical hydraulic gradients across the site.
• In addition to the piezometers, eight permanent groundwater monitoring wells were
installed within the Phase 5 footprint. These monitoring wells are a part of the detection
monitoring well networks for Phases 3 and 4.
In addition to the collection and evaluation of the newly acquired data, the hydrogeologic
characterization also incorporated existing data obtained by others in the adjacent Phases 3 and 4
expansion areas.
Civil & Environmental Consultants, Inc. -30- Design Hydrogeologic Investigation Report
March 2018

The major findings of this preliminary site hydrogeologic investigation are as follows:
• Bedrock beneath the study area is a tan to gray felsic meta -tuff, a fine-grained volcanic
rock that has undergone low-grade metamorphism. The lithology across the study area is
considerably uniform and representative of felsic meta -volcanic rocks mapped in other
areas of the Carolina Slate Belt. Depths to bedrock as defined by auger penetration refusal
varied from 9.5 feet bgs to 58.5 feet bgs, with a geometric mean of 26.9 feet bgs and
standard deviation of 11.3 feet.
• CEC mapped the topographic lineaments identified on a local portion of the USGS Polkton,
NC 7.5-Minute Topographic Quadrangle Map to provide a lineament analysis to evaluate
regional geologic structure trends. CEC generated a rose diagram that shows three
predominant lineament orientations that are roughly N-S with a range from N05°W to
N12°E, N25°E to N400E, and N40OW to N550W.
• NQ2 wireline coring was performed in 20 exploratory borings. Percent core recovery
ranged from 58% to 100%, with a geometric mean of approximately 92%. The range of
calculated Rock Quality Designation (RQD) values was 21 % to 100%, with a geometric
mean of approximately 71 %. The range of RQD values for the first five-foot core runs (i.e.
uppermost bedrock) was also 21 % to 100%, yet the geometric mean was approximately
55%.
• The strong magnetic signature produced by the mafic mineralogy of local diabase rock
allowed for non -intrusive mapping employing magnetic methods. Several roughly north -
south striking, high -angle dipping diabase dikes were identified during the site
investigation.
• As depicted in Figure 5, top -of -bedrock elevations have been approximated across the
landfill site.
• CEC identified three basic hydrogeologic units with the Phase 5 footprint: 1) the uppermost
hydrogeologic unit (i.e. saprolite zone) is generally unconfined or under "water table"
conditions and consist of two density -based zones of variably -weathered, fine-grained
residuum; 2) the middle hydrogeologic unit (i.e. partially weathered rock) is generally
unconfined; although, CEC observed the middle unit to be partially confined in some areas,
groundwater movement in this unit may be through porous media or locally facilitated
through fractures; and 3) the lower hydrogeologic unit is the fractured bedrock zone where
groundwater flow conditions may be unconfined or partially confined.
Civil & Environmental Consultants. Inc. -31- Design Hydrogeologic Investigation Report
March 2018

• The groundwater surface is generally encountered in the middle hydrogeologic unit or
PWR horizon; typically, only a few feet above the lower hydrogeologic unit or fractured
bedrock zone. If not present above the top -of -bedrock, groundwater was typically
encountered in bedrock fractures within the uppermost 20 feet of the lower hydrogeologic
unit. Groundwater conditions in fractured rock were observed to occur under unconfined
and locally semi -confined conditions. Semi -confined aquifer conditions were observed to
be transitional.
• The predominant groundwater flow directions across the site are to the southwest, west,
and northwest toward Brown Creek. Locally in the area of MW-15D and PZ5-26D,
groundwater initially flows eastward and beneath Phase 3 before ultimately discharging to
Brown Creek. Short flowpaths are the norm as a result of local groundwater recharge on
ridges, knolls, saddles, and gentle slopes with groundwater discharge to adjacent incised
streams, intermittent creeks, wet/dry swales or draws, and ultimately Brown Creek. As
illustrated in Figures 7a and 7b, the local direction of groundwater movement is essentially
controlled by local topography, and is a subdued replica of the surface topography.
• In December 2017, CEC field personnel performed a site walkover of the several
topographic swales or drainage channels that dissect the Phase 5 footprint. No visible
evidence for springs, seeps, or the other groundwater discharge features was observed in
the topographic swales or drainage channels that are not shown as a "blue -line" stream
channel on the Detail Site Map in Figure 3.
• The site is hydraulically isolated from the surroundings by prominent hydraulic divides
including Brown Creek and Pinch Gut Creek, which are regional groundwater discharge
features.
• CEC recorded four sets of water level gauging data that are documented in this report. Two
water level gauging events were conducted in May 2017, one in November 2017, and one
in December 2017.
• As depicted in Figure 7c, CEC estimated a seasonal high water table based upon correlation
with historical site data obtained from 2001-2016. These historical data indicate seasonal
high water tables in March 2003, April 2015, and April 2016. The recent April 2015 and
April 2016 landfill monitoring well gauging data were compared with April 2017 data to
determine geometric means (1.3 feet and 1.36 feet, respectively) of the head differences.
The most fitting round of Phase 5 piezometer/well gauging data useful for correlation with
the April 2017 area data was collected May 31, 2007. Given the roughly one -month
Civil & Environmental Consultants, Inc. -32- Design Hydrogeologic Investigation Report
March 2018

difference between the correlated data set from April 26, 2017 and the Phase 5 gauging
event on May 31, 2017, a conservative hydraulic head corrective factor of 2 feet was
subtracted from the May 31, 2017 (see Figure 7a) data set to approximate the seasonal high
water table.
Civil & Environmental Consultants, Inc. -33- Design Hydrogeologic Investigation Report
March 2018

7.0 RECOMMENDATIONS
CEC makes the following recommendations to provide an adequate design hydrogeologic
characterization of the Phase 5 expansion area:
• The required minimum four -foot vertical separation between the base of the constructed
Phase 5 landfill liner and bedrock should be based upon the generalized top -of -bedrock
contour map provided in this report.
• The required minimum four -foot vertical separation between the base of the constructed
Phase 5 landfill liner should be based upon the approximated seasonal high water table
contour map provided in this report.
• Temporary seeps or springs may occur due to high water table conditions and/or underlying
partially -confining groundwater conditions, particularly in proximity of existing
topographic draws or swales. French drains can be designed to effectively channel away
temporary surface -discharging groundwater beneath the Phase 5 landfill footprint.
• If temporary piezometers are not appropriately located to serve as future permanent
groundwater monitoring wells for the Phase 5 expansion, the piezometers will be
abandoned by an NC -certified well drilling contractor in accordance with NC well
abandonment rules. Well Abandonment Records will be submitted to the Section.
Civil & Environmental Consultants, Inc. -34- Design Hydrogeologic Investigation Report
March 2018

8.0 REFERENCES
Bell, H., III, Map showing Mesozoic diabase dikes in South Carolina described since 1960, U.S.
Geological Survey Miscellaneous Field Studies Map MF-2030, scale 1:250,000, 1988.
Civil & Environmental Consultants, Inc., Permit to Construct Application for Anson Waste
Management Facility Phases 3 and 4, November 2016.
Civil & Environmental Consultants, Inc., Work Plan for Design Hydrogeologic Investigation
(Revision 1) — Proposed Phase 5 Landfill Expansion Area, February 7, 2017.
Daniels, D. L., Zietz, I., and Popenoe, P., Distribution of sub -surface lower Mesozoic rocks in the
southeastern United States as interpreted from regional aeromagnetic and gravity maps, in Gohn,
G. S., ed., Studies related to the Charleston, South Carolina, earthquake of 1886 — Tectonics and
seismicity, U.S. Geological Survey Professional Paper 1313, p. K1-K24, 1983.
Domenico, P. A. and Schwartz, F. W., Physical and Chemical Hydrogeology, John Wiley & Sons:
New York, Chichester, Brisbane, Toronto, Singapore, 824 p., 1990.
ESP Associates and David Garrett & Associates, Phase 2 Design Study, 2003 to 2007.
Horton, W., Jr., and Zullo, V. A., editors, The Geology of the Carolinas, Carolina Geological
Society, The University of Tennessee Press, Knoxville, Tennessee, 1991
King, P. B., Systematic pattern of Triassic dikes in the Appalachian region, U.S. Geological Survey
Professional Paper 424-13, article 41, p. 1393-1395, 1961.
Morris, D. A., and Johnson, A. I., Summary of hydrologic and physical properties of rock and soil
materials, as analyzed by the hydrologic laboratory of the U.S. Geological Survey: 1948-1960,
U.S. Geological Survey Water Supply Paper 1839-D, 1967.
Ragland, P. C., Hatcher, R. D., Jr., and Whittington, D., Juxtaposed Mesozoic diabase dikes sets
from the Carolinas: A preliminary assessment, Geology, v. 11, p. 394-399, 1983.
Ragland, P. C., and Barrantine, T., Ground radiometric and magnetic surveys of ENA diabase
dikes in North Carolina, Geological Society of America Abstracts with Programs, v. 18, p. 261,
1986.
SCS Engineers, PC, Design Hydrogeologic Investigation Report — Anson Waste Management
Facility Phases 3 and 4, October 5, 2015.
Civil & Environmental Consultants. Inc. -35- Design Hydrogeologic Investigation Report
March 2018

TRC Environmental, Phase 1 Design Hydrogeologic Report, December 1998.
USGS Polkton, NC 7.5-Minute Topographic Quadrangle Map, 2013.
USGS Russellville, NC 7.5-Minute Topographic Quadrangle Map, 2012.
Civil & Environmental Consultants, Inc. -36- Design Hydrogeologic Investigation Report
March 2018

FIGURES
Civil & Environmental Consultants, Inc.

BROWN /
CREEK
NORTH
r
PINCH
1 GUT
EXISTING CREEK
I PHASE 3
I
v �
EXISTING
PHASE 2 EXISTING l
JWFBASIN
PROPOSED EXISTING
PHASE 5 PHASE 4 t +
EXISTING
r PHASE 1 {
W�
' ;CEMETERY
ROPERTY BOYN ROAD
BUFFER. �r
0S N W), 1;14
SCALE IN FEET
0 1000 2000
REFERENCE
1. SITE AERIAL PROVIDED BY USGS NC83 DATED: 2012
I AV AVAF
IF - IV I
7
Civil & Environmental Consultants, Inc.
333 Baldwin Road • Pittsburgh, PA 15205
412-429-2324.800-365-2324
www.cecinc.com
PROPERTY LINE — —
PROPERTY LINE
300' BUFFER
CURRENT PHASE
BOUNDARIES
WETLANDS 50' BUFFER
WASTE CONNECTIONS LLC
ANSON LANDFILL PHASES
ANSON, NORTH CAROLINA
SITE LOCATION MAP
I DRAWN BY: CTH CHECKED BY: NTB I APPROVED BY: SLB I FIGURE NO.: I
DATE: MARCH 20181 DWG SCALE: 1 "= 1000'1 PROJECT NO: 165-276

1
N
N
4
0
Brown-Cr
NORTH
a
O
'
N
tJ1
O
Richmond
�Sturdivant
Cern
\
Z^^
•`7
300
35-
r
N
300 -
REFERENCE
1. U.S.G.S. 7.5' TOPOGRAPHIC MAP, POLKTON QUADRANGLE, NC DATED: 2013 SCALE IN FEET
2. U.S.G.S. 7.5' TOPOGRAPHIC MAP, RUSSELLVILLE QUADRANGLE, NC DATED:
2012. 0 1000 2000
f1A,=,=
WASTECONNECTIONSLLC
LANDFILL
Civil & Environmental Consultants, Inc.
ANSONONORTH CAROLINA
100E Cen[�r POrO DriD9 O SOi[� A O COOrDaONC 28217
Ph: 980.237.0373 • Fax: [phone]
O SGS TOPOGRAPHIC MAP
www.cecinc.com
DRAWN BY: CTH
CHECKED BY: NTB
I APPROVED BY: SLB
I FIGORE NO.:
2
DATE: MARCH 20171
DWG SCALE: 1 "0 100E
PROJECT NO: 165[?76

I I
I II
8 1 7 1 6 1 5 1
4
3
G
C
A4
/ (�((///Il ���/'/'' I I l I\ `���\� V/'' / /�// ���/ 1 I ��ll����/�i' IIII I'll /, �r\\\\ \\ /� llll�lll(1/I,\\������/
� _ - \� / /
1 III (/ rl l,ll( I \ _�,��\�� ////// ,1,, ,,//,r 1►IIIIII(, ///// /j�1\\\\� l ll/ 1 IIII ���//,
/�//IIII nlll� l' I I \ --- \\\ / .. /A / // // / f / \ \ // / /1 \\-, //� �
-/fJllll I �` . /„111 \\- �;� ri�I// l/I II l/ , IIII I111i1/// � I\\\\\\\ \\-�/,-, , �/III►Ilr\\;_j
III \\�. �i�/.,I \\�` �/ IIII/// III �I( ll I/ / r / / 1\ \�� / /// I \\� /,
IIII �\ /// //I III I ///Ji�/lJJ 11/I� I , \\\\\\ \ �� /�/,�l ,\_�/ -
/ ll - _= � ���_////�// Illlllll IIII 111�\ //�///��/ l \\\\�\\\\� / / /ii/'%=�_
_%--\_-�/ /,� I III I �111\\ \ -_-_/,��////�,/,,, , \\\\\\�� �_ / /
���; -_/i/ IIII I(\\I 1\\\\�_�_ ��/�/�/�/ir�l IIr�\\� �� - =ice �
_ �i//� � I II, \ \\\\ /Mill/ / /�i / 1/ I \ "\ /
/// \I \ \�� --_� /�/ i -- / it
NORTH /r�_�_- �_ \\\ ���_- -__-„ / ��/ �\
\\ \ / /
\ / / // � � \\\ -__��I I t \ \ /
\- I�"---� / / / ./ , I \
/' / � '-"'� / _ / /�%
�/ �\ / / ��
I - FREE /�j /
,�/
;!� _
I / / BROWN l �/ �/ /jx�'
�_- I III/(///ice-
���� �I�Ii1it ,/1
I I \ /%/ //�/�_I�� (il(�'
_ _ _-�\
--I I \ ///%'/ // //�/�"%�5-14S '\yid i
�_— l
// // / / ////////�///�/� /�// _-�
///„� J/((I ( ///I I(1(�/l//r%/� // / /��
IIII IIIIII l // / -
\I ////i, /� �; I I I I IIIII I I I I 1 I I I I I I (��— \
1 / /� 1__ I \ 0 I I \ I j //-\ \11
\ I \ \ I III Ill\\\ \PZ5-14D \ \III 1 rl I l 11
' 1 / j/%���� = \1 \\I\\\ \\\ \\\ \(� �` \ I \I $ (� III I
1 i ////i///////� \ \\ 1 \ \ \`,, \ ) I I
/ // //�/ //�_� \\ II11 \\ \\ \4\\ 1\ I \ \\ \_/
I ► 5 ' I1, ,,, �'/ 1 %- �� �z 11 \ \ \II ,111 \\11 \III\\\�\\ /�C
I I / /�iai///�i,!�=�\ \\ 111I\\1 loilllllll I� \\\ �\\\\\ \\\\�
, iii///�PZ5-21S; \\\\I \I III I\1 \ \�\\ \,_,-/ I
1 1 / l \\'I 1 IIII\\ \
�/ ij�/� _�� \ �N\\\1111 IIII 111\ 1\\ \\\\\\\\-�/�
I I �ji �i /�/// �/ice ���\ 111II111\ \111\\\�\\\\\\� j /;
/�i�//ice//��i/..//,!//ice \ \\\\\ \\\\\\\ \\ter%I
I \ IJ / /�//��/'/// //%//% /PZ5-13D/// * \ \ \ \\ �'Ji� ;PZ5
---- \� I�// (If(r� // /%��� �,/ i' ,III \\\\ \��\\\� ��\\�\\��\\\ \�\\\\ l''
i/ / I (11\1lljl"I/IrIII( ��/ (/�\ 1 \I \\\\�,��)\\III I\\\\\ t' \
i//� \\\\\\\\\\\111\\\I\111���\\\\\\ \\\\\ \\\��\`JJ\II\(\\\\�\ I) J)irj
/ ice j \i �\\\\\ \\\\\\\\ ��\1\ \\\\\� \ \\� jI J I \� j'\v/�/�
/ / _ 1-1 I / ' /'
_ (� /(( / /// /// , I I \\ \ \\\\ I / // // /\ I I \ \ \
/ � ,/ \ 1 ( \ \ / \ \ I ` I
/� / / i -� /� \'\\�\\� IIIIII/ I I Il \\�\ \\I j j\� (I /''�r'' /� \\\ \ \\ \\ 1 III\
�2 tiy° Z/�� ?�\��\�� \\\ �// \ \ \\\ I I\i// l I \\\ \ 1 IS I \ \\\\
/ /\ ,_--- �/ // _ \�\��\� \\ \ / / \ I \\
U /// -'\ \\ , \ \\ \ \ ► 1� \ \ \ \ \
l / // - 250 /i/ \\ \ \� \\, PZS-18S \ \\\ / / \ I \
/ / // // /iw 260- /�/i /�-- \ \ \ \ \\ / _-- \\ -� /--- \ \\ \ \� \ II \ \ \\\
///i /i// /�/, / /i/ /-- \ \ \ \ \ 1 1) / // \\ \ �_ _1 1 \ \, \
//' /�ii//ii?,�-' �ij? 5: / / / \ I 1 1 \ \ \ \\�' \ 1 ) l / ti / //_-�\ \ \ 1 ► I \
/ / / //- / /i / I \
/ ///ii���/�/i/�� Zso� .---� I I I I I I I I \\ \$ \ I///// / __ \ 1 I I I r -\ I I I I 1 }
/�/ //jam/ / //////i//ice- I l
//i/ ///i///ii�/� - - 1 1� I/ I l /( I 1 \ I (l l l/ / �� ( l I I I I 1 \ / I I l 1 I \ I
/ �, "Ill I ;/�///�/ ////___ I / o I I / I I I \ / / // \ \ \ \
/ IIII/ /,/;/% /-- \ (, fl I I , I ' I I \ I I / / ,--\ \ (1 II ( \ \ / I
// /�ii/ ///% ii'/' /- I 1 \ PZ5-17S , I \ V \ I I I I / \ \ \ 1 \ 1 C / I I
/,/oelll /iii�'/ /// \\\`1 I 1 I �I I / \ \ UI II / � � \ \\ \ \ i , i"
)II `� �!///iii / //�/ // _J \IIIII I I I \ \ \\ IIIIII l� N \ \ \\� \ \ \ \ \ I / / // _ / / 1
1\ � ( Ill l//� / /i///i - _ \ I 1 I \ \ \. \ \\ I III / \ \ \\ \ \ \ \ / l
�// //i //�%' I III I I \ IIII 1 \ \ \ \ \ ) 1 / // /
\��\\I III/ / - \ 1 I I I I \ \ \ MW-13s I \ /
�\\� \\ I I l l // /// ", -�� \\ I 11111 1 1 1 \ \ \ \III I I I 1 I I \ \ \ \\ \ \\ \\ 1 ( / I \ram /' / /� /' /�/ /1' \
\ 1�\ 1ii I I / /// ��///�% i%%i �� \ I 1 I 11 I III 1 \ \ \\ \ \ � I I I I / I \ \ \\ \ \ \\ \ \ \ 1 I 1 \ J / / � / / / �/ \.
:&o / / // I 11I II11 1 \ \ 1 \ \ II I !.� \ \ \ \ \ \ I I \ // �, / /
\� I ( I111(I �1111�ImIII1 1 \ l l\\ \) II I \`\\ \ I I�\ 1 I \ \ \ \ � / / / / /
k ---15S I I III I \\ X PZ5 16D 1 IIIIIII I 1 \ I \IIIII I �l \ I I I \ 1 1 \ \ \ " / , _j // /
_`A \- ` � y `\, \,\ / / I; I 1111 I 111 ` \ I� I I I I I I ► ► I I I I I \ , / , / /
\\ �Q 1 0, \__,%\ \\\�., 310 � I) I I IIIII \� \)) I , IIIIII I J I I I I l l / / 1 I I I I /
_� \� y\\\\ - , -- \\\\ Ill I I I I11II1 1 \�\ \\ \ 1 I I I I II I I � I ( / /� / I � ► ( / // / / I ` �� �\
`�:\ �=�,,,\\\\\\\ J1,,,1 I\\,\,\11 �� (IIIII J///, // 1 ,/,/ , llI , , \ \
�, \11 ) \\ \\ \ / I I / t
_ 1 \ \ \\\\� - \-�1 \ \\ \ ' / I I I ► I 1 \ \ I 1 \�� I i I \ 1\ ,/ ��/3� ,'� ; 1 I , / / 1 / -/' \
\\`-\\\� \� - ��-\\ \ \ I 1 11 \ I I I I I I I / �/, I , \ �J,�, ,/ / / I I I // // / / �/ ,/ \ \ �'�-
\\\ \\ \ \\ _- \\i� r \ \ / / I I 1 I \ I ( III - / / / / / / �1 / )
���\��\\�\v �_\�� �\\\\� / / l/ J)) \ 1 I e 13, I I ���, \, Z�0/ / // / / / l // � / / // I I
\\\1\\\I\ \�\�� J \ / / / //�, IIII / //-- \ \ / / / / / / \ / \ I /
\ \ ---- - /(/ / -\\\ I I I( / / // / / / I 1
\\\\ \\\\\ \1�--� /_ \ \ I I 1 /'/ I I I� 25s 8-30 $ / // // o�/ // i / -�a� p \ \\ \ \\,
\\\ \ \\\\ I I / \ I I � I i / / ti / ( / -\ —`�f /, \ \�\ \ \
\\\�\\\\ \111\1 I C ( 1 B_2 / I IIII Ia�aB-25° ! B / / ,�o - \\ \ I ( V% o ��, \ \\
\ 111\. \- �I // PZ5-27D I � / / I I I o N � \\�-`\\
I / // I \\ c ti \ �_- (l \
"1 Mil\ MW-15D \� 1 I `0' / I // .// I \ \ 1 � I 1 I �\ / /// t,- �_zyo \ , -_ �\_
III I I lll�' I I� \I I \ I /l'// l I \ \ Ir \ \ I / I , \ _
IIIIIJII/ 111 �\�Z� --\ / /j-//) I I \ \ \ I 1 \ �\ \ 0 27 i � / _ /J Ex/sT/NG r, �� \ \�
>J )l ( /l%// \-\ \\ \� 1 \ 1 // e/-zlz \\ \ \\ ` \\ \\ \ \ i / /hp BASIN 3 / �/\ �\ \\\ \ �� \� \���
�)/1///j lj� \, J ` -1`JJ!/ A Z I \ \\ \\ I \\ �B- s\ \\ \\ I I (r - oi0� \ - '1% \I \I \ \�� \�_ _�l
//� j/,/�l /-\1 1�� �� // �/ / IPHASE 3 \ \ I l 1 I 1 ) / I / \ �j=( v ) 1 \% J /
/// II I �I S 111�``==__ \ \ I ) \\` I ) / l ��(( I 1/I„ C 1 1 / ,
//i ,- J II
/// I L/ ( ) �` ( (Ill I \ \ I / _��- I /V I � \ \ �/ /
\1 'o I I / /i -� \\ \ \ I \ I �J_�/ / _/ TI \r� -\ I 1�-,\ 1 1 \ I, /I ) �//' ---_
\/--� r I -� _ ( \ \ \ \\ \ \ I I -- / ii//� ( � I I I '�) ( \ - / / /// /-------
(%�\\ u\�- \ I / ( \ \ \/ I \\\\ \\ \ /�1//// I 1 11 I `�\II % \ 1 \ ll 1 1 / / /i/�/--
�o r�) )) 1 1 \ \ //\\ \\\ \\_ _ - �� /// ( I I I / / 1 11 1 - II 1 / / / / `/ / /\ 1 � � -.
J_�> I I \/In�\ i-//�'(' ,� 1 / I / 1 / I I /�1111 \ \�\ \ /'/-JI, III l\ l / I I / //�
,1 (� o� , I i //;/ r l I I 1 I I I I, \.- ��I� -\IIIII \ �_�\- / l� l / 1 / i ��"\ _I/Ifs-- �� _-
- -
�i %�// / //i _ ,\ \ \ I / i \ I i i /f/�—� / ✓ l L/ / //�/ / l I 1 \ \ IIII �� \ \ N / J - \
, / � II / I \ - - / / \ / N v ,---
/ // / /- \\ I-� / \ -
/ / �\ // '/ 1 / 11 I� -- / / / I I / / 1 // /
/" / ///-_\\\ (Ill ( 1 /^ / - �), ) - _ // 1 / / I \ \/ / J .� \�
/ / / / /, r�i� ^���\\\\ \\- == 1 \ l �, \ II I � �,. 1 1 I I I l ` \ \ \ \_�__ I I I ) \ \� ✓// / / / /// / /�� 1 /' \
� / �- , / �/ � X i/�j /^ \�\\\\� j� �/ // (I \ _ /�,/ l/llrl 1 f , / /� J \ I I I 1 I ` 1\ \\ \\ I I / \ � ( // / // //� / \
/ ii%�� ��iii� ��^ \ \\� \\ \ \ / l / �)� I III ) ''I I / , \ ` \_--_ I I / / / / \\ / \
/ \ II / / / / / /ii \\ / /
/ �j�///� % j/ j//////////l/ �\\\ N NNN / j//j/ / 1 I \ `.� //I Jn / % J Ce % \ ) �J \ \ \ \ \ o \-- i I I JI ` / / / / / \ / \
/ / / / / /ii / / \ \ o mo 00 /'� /�/ // / i/ 1(� \ / 11 (i � _ i / 1 \ \ \ -- -,_= = I/ ( , 1 I / i / / / / yo ///� \ \ \ / /
/ /I /l // i /i //Z-/� /%// \\ \\\ �\ j/I/�/ 'i/ I 1 l� /i/ii� IIIII IIf/l ��I /c l C 1 r \ \ / 1 \ \ \\ \ \ \-_-__ ,,-= \ IIII / /i �\ /%i'
\ J I /�i/iii/ // /� / �o\\\�\�\\\ \ 1( IIII \ \_ /�"j,�l( 22-=� I / 1 / IJ �1 \ \ \ \ \ _ _ � -� \ \ III l / \\ \ / ( � ///i /_� \ �~�
/ 1 �� __ - - \\\\ I1 Or / \ ,/ / / /� \ \ / /
�,II�/ / / / � , \ \ r \\ � , �� /i IIII I I I � � � � � �,- �\ - �%-=== == - �\\ I 1 ( 1 / \ / � 1 l l
��\ \ i� _-II II /� /////��/ / , /_ \ .\\.\�\\a�.\\\,� \ I l /i / I \ \ -.! I i l \ \ -- -- I I / \ � / - )
�� i / / / // / i _; \ \\ \ I \ �- ////// III �\ (�f_J /'� / \ ) (\ \ \ �_-_ -_� \\\ �_ I ill\ ((f ///j /� \\\\\\� �� i/// / / \ 1 I /
( \_// / -:��/i /ii // /i//i�/_�� PZ5-12D \ \ //I//j/� \ \ _)I`� IIII y \ ---_-_ _ - _ --\\� \ j III , / / \ \ \ / /i/ / 1 \
�,^"'-/�/ /'//// �//�/�/////�/////\\\\�\\`\�\�1'�11 \\\ \��--/�// I I \\ _/ \"I\/ ✓ // i \ \-\-- -% _��\\\� �� 1 1 1 / / / \\\\ //i�/// \ ( `/ / \\
I /// / / \\ - / / \ - \ / /
/ /ii /i _ \ \\\\\\ � \\ // J \ \\ \ ` � I I--J ; ,-%�==-- 1\ \\ fir- /, \ \ // /
\ 1 f ��//�i/� //�/� / //�/ // 1 �7i / \ \ \1 -_ �_, \ _ - .--- _ \\\\ \\�\\\\\� (/(�, / \ \� -, � ,-\ I -- / / / \ \
_/ / �i / //�/ �/ /� /i / /�/ /ice o� \\\ \ - �� \ \ \ ��� l \ \� \ \ — _-�-'� I / ) II \-_-,--%��_,�%%;-_.- %_ ---� \\\\\\\ \ \\ l )\ ri I / \ \ / I / / Z�o� \ \ \ 1 / / \
I ,�,
I��// / / / /i , // \\ \� \ \\� \ � / \ \ - -ems, - \ \ \ \ \ ► I
/ / / // / / PZ5-10D-R \ PZ5-11D /\ \ \- I / �- /�� - �� _-_-\\\\\� \ \ 1 I I ( I I
//��/// ��/i//�/ /i /�i� / .; - \ \�\\ 1i111k11�`w„ l� t \\\�\ \� �\\\ _-==�=T° B ,a ` l� �;_=�:; ���;;%= _ �_ = \� \\\1\\\\\ `` \\\1\\\ I o I __�\ I 1 I / 1 I / 1 I I I +- -�'�\\
l l 1 /I l / / / /�i�/ /�// / i \� \\\ \\ \ \\\_ _ \ 1 \J ��_ �_'/ _�� \\\ I� \\\� \\\\ \ \\ (\I I II -T- I 1 I I l I I 1
I IIIIII III/l/l�///i�j ! i//z � \\ \ I II IJ �\ \\ \ \\ __ I / r/ii� _= i_� -- - \\\\` 11\ \\ \ I
111 I //� / / //i/ 1 \ \ 1\ / l I I ' - \\ \ \ -- _ �- \ \ / 1 I rrr -%��i� -_f \ ll I I- ) I I\ I I �/ /// __- /
\ I 1 / / / / / 1 1 I\\ \\ �\-_ % -- -\\\\ \IIII I) \ \ ( I i \ 1 / I I 1 1
l l / / //i / / /�ii// / I I // ✓ \ \ \ \ - �-- ���� - -- I l //
„� /,� X I I) / / / \\ -\ \ > \ _ �� - ---_- I I ,\�1 \\,11(III�111 \ III ► \ I l I� �_// \ ` \� \l ry J \ , -1
I Ill,/ / // /,// /,/ / , ) )1 / / � �� \ \ --- 1 \ I �� _ :-- ,—_ �.,, \ \ \ \ I r
l / // // /i� / / // l Ir _ _ \ 1 I I / 0 III — -, , ram= _ � \ \\ I I , I �- \ - / / / ) /
\I I l/l//�//,//�////�j/ PZ5-10D ►/ / /)IIII l l ,\\\\ \\ -.^� /r III11 I(i/ %� ;�: -- EXISTING \ \\\\11 I I III IIII __- 1 /// ) I \ \ / I /
IIII/ //i / i/% �// / (l \ // I PHASE 5 \ ��\ - \\ /� ( / / ( 1 II II III((IIIII�(/�� ===�� ;� ,_=�\ , PHASE 2 III\I 11 IIIII IIIIIII ) //// / ) 1 1 � / / / -, / 1 /
//l IIII// �/ i ///) ( ( l \_ ��;�// / 1 I /- \\\\ \\ \\ �- 1 IIII ( --- - - \ I 1 \ 1 / / \ / / I
l/(I ll lI ( //////// !l \\ \ \_ __/ l 1�I�� \\ \\\\\\Ji/� I I / 11 ( II IIIII /�%-� -- _--�\\ 11 \ 1\\�11 IIIIII\\ \\\ \111111 I11�jlllll I 1 /// I I / I /
/r /I I'll/ /�(/ (\ J r /�� \\ \\ / - - - 1 1 \ 1 ` \' \I \ / / \ J ` ( /
/ l III ( lI III /(\� \\ \ \o /%__-_ J 1 ` \�\\1\ \\\ \\\\�/ / I 1 l c $B_$ /,) I IIII IIII1111111111� 111//� _==� -�\l1 II\\\ 11 I IIII 1 \ 11\I 11\� 111'1,11111 II I III II EX/STING 1 /J / J I - 01 \ I
/ Nll I III I III �\ I I�I �\� - \ 1 1 \\ \\ I \ \ 1 I 1 IIII IIIIIII II 11(/ � \II III 1 IIII IIII \��\�\\\Il (1 Ill\ I llq) I III III II BASIN 2 ( / / �� / (� N \ l \\
////I I I 1� \ \ _ `` `\ "' _ �-� ) I) \\\ 1\ �,� / I 1 ,--J� , / ', I Ilv I I,II\�\\\ II,1111((///�%� -_ _ t om I 11 ,I, IIIII, 11\1k, I,\\\\II,, ►1 I � 111j1,\ \ I // / /� / 1 �� _�' ) \ i
/ //lil� IIII \I \\\\\� \� -��. �\ I I \ �- ///� % 1 I\\ \\� / \ I \ \I\\ �_ � II I\\\\\ II ,1 I n `� I I, / / / / / / /
/ r 11 / \ \ �/ / 1� / I\
/ / ll\( ��\\� PZ5-9D / �- PZ5-25S PZ5 24D )� 1 III \\\ \ / If �' _ �/ PHASE 4 \ 1 1 I I( IIIII ; \ \ \\ \\�� - I �\ 1\\\\,I I IIII 1 ` I I ' 1
/� / / -- / / III \\ / / I 1 `\\ 11\\ �\� \\\\\\� I I\\\\ \ III IIIIIII\\\� I II I I� I I11 I % / IIII /i'' /�/) \\ /�� \ // / l l
�� /,,, �\ // \\\\ II///'� IIIII II�\\11
l� // ?1 - /�l 1 \s2o // - \\ // l ,/ // \ \ 2ao l - e-,2 IJ 11\1 \ I I \( \ \\\\ \ \ \ \1 \ 1 �I, I I I \ l / / I
I j \��i - / I / / /�__ I o / / / // / // //� 1 \� II I �I,11 I�►I III \\\\\ \\\\ \> l 1 IIIII 11 I III , I 1 \ �I / / / / / / ,_ 1 1 \ /
/� _�� //I \ / / l ll 1 / / I \ �\ \\\\\ \ \ 1 1 III III l \
/ / / \ 1 \ �\ \\ r 1 \\IIII 11 I I IIII 1 I \ ( 1 \ (/ / / , /// �' \ \ ��> o / / / I
'N/ -� - /-�I �, , �_ , ;//���_ \�� \ l / I l / /, l4► ►/ . , , / I, , / /- / 11 I I\ \ I\\, \\\\,\\ \\ \ l� \\\ \\ ,III\11\\ IIII � ► t
///�///� //, I(\ _ //// > \ \ l /// , / MW-18S / //'� / / I► \' \\\\\ �\\\\�\ \\\\\ \\ ( \ \ \\\\\\\�11I11\\\\\1\I IIII (III III(, II,I I,�\ III` I\ ( \ �� 1// /// _/ // \ \ " ,_-,IN / / /
/// IIII //i r/ /ij// / .��- ���jiiPZS-8D \\\\ 1 I III / IIII ///--��. / III l�/i / / / III 11 \\\\\ \�\\\\\\\ \\ \\\\� l \\\\\ \\\ III\I \1\I I 1 III II 1 I / / / / / < <J I
11�Ill //i /� / (I �// �) 1 \ -_ ( I I I 1' / / /�j / // /\\\ \\\ \ \ \ \\ \I�\\\\ 11 1 1 \11I I 11\ 1 I\ I I `__ \
/,//III /� /i / 1 \ , // // /� / / / / I I 1 \ \ \ \\ �\\ \ \
/i / / l I \ \ ,� �/ /// /-- = J J J I I w I / // / / �// /, /� / / I \\\\ \\ \\ \� \\ ��\\\ �\ ) \ll 1 III 111 \\\111 \\11 11 I IIII IIII \ I �I I / / / / / / - / ) \l I \ I \��I I j / /
IIII I III(/ ((/// // ((I \� �/ / /i� /�//� / ;=- J �, I I I I I I l �ll/ / [/ / i // / i / -) \\ \ \\\\ \ \\ \\ \ \ \ \ III I\\IIII \\ \ \\\\\\ IIII IIII III 111 II 1\\ \ I r� I _ // / / / (1\ �\ 1 /
1 _ � �/ / // /' ' --� ' \ 1 / � 290 / �j/ / / / 1 I \ \\ \\\ \\ \ \ \\\ \\\\\ \ -.\\I(/- (I 1\I\1i111 ,�\ \\\ 111 \\\ 1� �1 1 1 \�I \ \\\ //// �/ / \\ r\ � l I �/ / \ /
I/III�II111�I I(�I I\\\\ _ �/ I I I I / /--- s:// / \ \ \\ \� \\�\\\��\\�,�II11\\, \\\\ ,It1 \\III \\\\\\I I 11 II 1 1 I 1111\� / / _- \ I I / \ 1J I I (//
I IIIII I l \ \ - / / / �/ /// � / /�� 1 I I 1 I / // �;/ - / // / / IJ / \�.. , \\\ \ \\ \ I ( II I, 11 II I II 1 1\ // / / / I l/ \ I ,
/III ► III \ ,\\\ \ \ \ _ _ __ //� / / / o I 1 I I II / / / II \\ \ \ II 11 \.� \\ / �� / ( � , I I /
I II \I \ \__=/_��///PZ5-8S / \ • 1 I I I(�/ //�-, /� / / / III II III \\\ I \1 I \ \\ 1 \\ 111 \ 1 \ I \\\� // / / / i r 1 1 ' /)\ /
1 I III \ \ \ \ 1 ( / /� I 1 \ I I I / �, �/ , / /B-„ / / .. ,. IIIII \ 1 \ IIIIII\ \\ I\ \ 111 1 \ 1 II I I \ I \\ / \ /o - ) I I I I 1 / I
111 II \ \\ \\• - _%,, / / , �// / I II , \\I �� ill �,I, \I 1 -I / /
11 I \ \ \ \ --- - = // / I I / ( I ( , \ I I 1 \_ / / / / >� / `� , 1 \ \ \\ . \\ � \\\\ \IIIIII 1 \ I II\\c /r/ , / _� � � \� � I I ► / I /// / \ l / l l I
l l I \\ \\ \ I ) \ / 1 I 1 I I ) I 11 1 \ � 1\ I \ \ //i / \�� ��\
/ IIII III \ \\\�\\--- ////�/ /III I 1 I I \ �,._�\ X / , \ \ \ 1 I \I�\\_//, / I / / / // 1 I IIII Illlllll 111 III �"�" ��� r I' 1 \(\ \1 11 1 I \1\\IIII II \�\ \II �i r\\\ �\ I l / ( \ /
/ I I II\\ \\\\�?�`__ _PZ5-6D�// / / I I I I�1 \ \ \�-PZ5-7S \ \\ \ /�/�� / 1 } l l l // ) Illll IIII / 111/IIIII J(o \ I ,I III��111 111 ,Ilan, \\\IIIII III \\\111 ��1111 \ /// / / �'���\ I l \ 1 \ r \ 1 // l//,
111 III \ \\\ \ ����� �-�i // / 1 III \ \ _ \\\\\� �// �� /i / //� \, l/ / / I l/ %j l / l III / r I . 1 \ I ;I►I I III 11 \\\\ 1 IIIII\ \ \\� I\\1 \///// / / / ,,% \ / / \ \_\ \\ I / / / / I
I IIIIIII \ \ \ \� __- ;_ / ry,e'// I / / 1 I I I \\ \ \� - /'\ \ \ \\\_ -'/� 0'�1(� (� l (� B-2 Q l/ l / j / (/�///// ///fJJ///// / // ////�/// I I I ` '` .1 \II �►II I III II llllIIIIII\\\�\\\\\11111111\\\\\111 \ I \ll\11 //tip/ / �/� \ l ��\ \ \ ( I I I \ I 1
I11 I \\ \ \ \?'�� --/ // / / ! I I \ \\\ \ \ \�- �t f ///� /� / / 1 Ill/l //llllll 111 l . II //// / 11\ III I IIIII II IIII\\ \I\ \\\\\ \ II \\11 \� �1\ (11 // / / \\� \ I \ \ \ �/ I
I IIII \ \ \ \ \ ° _-% IJII 1 I I I III \`11 \-,\�--_ \ ----- MW-19S / / 11 A; I I)/ / / //� / \1 )) I JJ I I III 111 \\\1 \ \\\I�1 \� \II �/ /// \\ \ 1 / J ) /
1 / I( `\\ \ \ \ \ PZ5-6S' 1 I I \ \\ \-- -- - \ X` \\�,; l/ l /Y /Illlll//�/%i%lj% ljllll�ljll IIIII 1 (III II III III111111 1 III\\\\ \\\\ \\ 11 / / / \ \ \ \ 1 \ l) \ I
/ I \ \\�\ \ \ /// III \ \ 1 \ \\ \ \ /�__ ���I\ l IJ/l IIIII / // IIII 11 IIIIII IIIII I11 I IIII III11 \1\,\ \ \ \ \� IA\ i /ii 1\\1 \ / / / /
/ 11` \\ \ \ \\_-/� �/ I \\ \ \ \ \ \\__---- , \ . 32 ',�ef \� ll / //� /l/ I�l/lllll�/////ll� /Ill//Ill/l / I I \��-" i� "-) 'I )IIIIII II II llI IIIII I11\ 11111111\ \\\\\\\ \\ 11111\1 // / /ry'�° 1 I�\ \ I \ l \ /i-' 1 I I l
4��1 % I (\\\ \\\_�\_ / / I I \ \\\ \ \\\��� ___ I PZ5-Mw23D / - �/ �I \( l // 1 /r / lI ll I ll I I \� J /� /// / II IIIII II 1\\Il I�\ I 1 \� �, /l \\ \ ) I \ �'/I / \ --� )
1 \ I I \ \ \ _ - / l /�---, �J o (1 / l / l I I IIIIl11/IIIII IIIII I I ((( Il ll �\ � - -- / 111I IIII II 1 \ \�-A IIII j \ \ �-
I 1\ \\ // I I I\ I I �I Ill l )/1 I I I I I I\ I\ / \\ ) /,_ r� 1
\ \\ \\\ I ^\ �\\ \\� PZ5-5D --�/ //i //IIII ( �// �� 1 /,�` // / //L / (1 (((Ill I I II IIII ////I/ /�////I// 1 \� ���� �/ f. / Ill�l IIII /Ill ((I(( Ill 11111 I\ 1 1\ 11111 / %/ ExrsriNc / �/ J (1 / / )r�i'= I ( I - J JI 1
1 I I \ \ \ -\ ll, 1 1 `� /- \\\��_ // / / / 1 \ J/i/ 11 /// ( I ) I� IIII I I (((�llll // l IIII 111 \ ) \- , , % �lllJ II //// )I) 1 I II I / ) I�f \ \ / I
/ \ �\ \ \ // I ` 1 \ \\\�=---- /// / / / / I l / / / �i//) l / l 1 I I I/ / //-.// , / llJll//1/l/////llll //1/)J�) IIIII y /// BASIN r l/ III / / - \ \ )
/ 1 > \ / I /�1 \ \\�--- / / // / / �� // /l // I /IIII II III( III/ 11(�///�//// // J \ / / l/��%////r/��l , •� ///////� // // / / I (� I /� 1 J/
( I J / / / l l \- i i I \\\- _ /� / / / / // / / / ///�! B-5 % / / ((/ I /I / /// %/IIII / l �_, �/, � f • l / //IIIII IIII / / IIII I /// %//^\ �/ / /� / /� I I I (///
\ //iii/i./ / // / / // / // /�-_� / ((I III 11 / l 11 1 r ��/ /( / � IIII/// / l// / / /1 I l /
% I 1 / / / /l ` �-� / // / �i / / // /�'--I%/Ill I / $ 11 / IIIII Illlll111 I l/ 11//�/// 1))l J /- / /�i/ //i ., /�,/r�ii/ /// //`/1 I �I) ��°i�o \� / / i 1 I >\
I \ \ 1 / / / \ �_ -� PZ5-20D i / /j // PZ5-5S / / / / / / / o--��//� / l / ( f I /) ), l / / ( \ /1 \ / / ( I )/ ///%/ J / /// // �1/ r / 1" ti �040 / l / l /� J �/ / "\
ll l / IIII // IIII /// i/ IIII/ /� -��/� l l / ��' / l / ,/� \.
\ -) Ill l / l / 115 r' ////!// ////Z// IIII 1 % ����� 1 / r // 1 )/i/ /�ll�� •,� ///� // / / / , / / 0 / l / \ l I / -/� I \ \,
\ \ \\\\ \___'^ I I I (r/l l I I l / / /IIII/ //i/'PZ5-4D /// / u7 I l /iJ ,//// % IIII IIII f /I �"\' \�'// / /l) /////' ////�/1111, i J `IIII. /// ///�/ - ' \ / /� � // / / \�\!/ ZON / \\
\ \\ \ \ \'- l l I i / II l l I I l l // / // / // /// //�( B-/ O l �_� J ��ri�// , %"7/ �J / ✓ \\�� l / / / /� / /�j \ i r`-
\ \\ \��-- IPZ5-20S / I Ill I 1 1 I I I / / / /, / / / , �i/ 3 -Ir /) \/ / / / / ��i ti/�ii ii� /i////// // l( �' \\ Ill / /�////// ///////////, //, /,, •.�� �i/ ? \ \ . / //\ ) l /i ✓ 2�0: �J \/ /) ( \
\ \ _�. 1 �l / l / l / / I I I / // I / ///i �o11(,�UJJ / I/ // , //�i� /✓�,;� i///// / I) I /� �\ l / l) IIII/ l // IIII IIII/// ///////� �/ // IJII \ \ � \ / /�//// 1 1 / �)/ / j / /l
\ ,// l l� / IIII '/ // /l \ I III f' I -/%/i/ / Mw-2os-/ l/ / / ! �i�. / ////�/ 1(���� ���� / / //�///� /� /� 7 I / \\ \ \ /�j ///�-'j �/ / �l� //) ��\ \
1 > > > / /// // / / / ( I I 1 1 / _ r // o. , / -f( �\� _/ //�// /// IIII IIII / IIII / \\_ / / ( // / / ��\ l \
1 / / // // / ( 1 I I I\\ /�i/;�,f�/ I I , (( I /� ��5 6 - ��� r� �- >//i / %lr� / / /� �/ i r \ I\ \ \ \ ��/�or , l,, , // / �\
/ // // / / / / \, PZ5-3S \\ 11 \ \ _ - //�%, //� l \`\ �l J / / /�� �_ /� f` /i// ice__ ���//�/�/%/////llll 111IIII //�/// �� \ \\ \\ \v///�// / /// /� (%\\_
I l / //// IIII/ /i/ J iC\`�\ \ \\1 \ \ \\\\so=������ IIII// T�--� - / > //i /// / / IIII / / / ( /^- \- / \
/ // /i / / /i/ \ �\ >���////// ///// l lll�j�////////// l/ // l \ I \ \ \ \ ///� / / /((/ Jj// / \ J I ( \\
I / / // �/� IIII / \ / / // �'��// / / \-\ \ J //i / / /// / / y \ \ \ \�/ / , I / J �i /� / \
I /l / / /// ' ( \ \ \\� \\ \�- �/ / /> ` �e , y/� / �./�� ���iii/ i///J/i//����\`��////�/�///�////�///�/// //�//////j/�/� / // / / / \ \ \ \\ ///'� / / 11 \ //l)f/ J \\
�� I l l I / / r_\\ \ \ - // �� IIII / / / �� ///�//i� /// i / //�/� // / /// /////// / IIII / // / / / \ //O I/ / � J r_
l 1 / 1 / I I I r / \_/ /\ \ // / / �- � / / /� /ii ,i�� / ) y /j // /ice/�� �\ 1 /�ji/ii// /i/��� /��/////� �// // / l 1 / / �> \s \ \\ \ ",� / / /1�1 1 / \ / 1 \�
/ J I I I I I II I I \ I I 1 1 I / ,�\\�\`\\\\��_ /i/�ii/ /// / // / /1 �l� �/ �ii� /i/ �// /// lr\ \ /i� / l l I\-� /f l \
I ` �, / - /ii �'/ // // /r/'/r IIII/ 1 1, 1 / / // /// / // IIII / /i/ /// / \ \ /ii / / / / /r
/ \ �\\ \ 1 1 \ \\\ \ \ \ \ \ \. \\_� ��� // /// �j / \� / // /j�-III I �iii///%//S��///�' \I) l //��/l////// / i//iii /ii�///� /.IIII/ /Z' ��/ �u _ �, �r�.\ --- xr� / , / / � L, r,, // T ��r ��J \\ I /)
l 1 \ \ \ \-_- "S \\ \ \ \ - /' // //// // / / ,P///, D� _- >� � / ��ji///C-� )/ %///// I/ %i /^1 I I // l 1 / l //�//// �// j /// / / ����- - -^�� �_%% / / - // / �j� / ) l L
\�\ \ \ \\�\\ \ \ \\\ \\-�/ , \ \ \\\� IIII/// /// ✓/// / �) /, GF�'� r /// // / Zp/ ( II // /l 11 /Ill/ %/// IIII// ////�% / l �\-�/' / // / / (( I \� \ /
--- / / \/`�I ll I / IIII IIII �r-/ /�� // /�� \ \ //
\\ I \ \ \\ \\ \\ \ �\\� \�/'/� 1 \ \����///////�// /�////�' - / / / // ' ,���y ) ///i/Mill //�///� l L I l/ /Ill (Il/////�/// //� //l // l \�__s- / / / � ( (/,� J��j ��^,( , > \ \ ///
\\\ \ \ \ \\ \\�� \, \ �� I I \ \�_ // / f ////�. / �'i/'� ram' --�J///////�////� /�// / / Il / / �/ / IIII / / I / \ ,\ / / ��\ \ \\\ ( Lrr �/ l \
/ 1 \-- PZ5-2S /' //// // �� / ��� /f���j M / // IIII/ / / / i / 1 / /// . / /// l/ / // r 1 /
� \ \ \ \ \\\�-\\ �\ \ '%� ( 1 \ - / / // / 111 / / _-- \ �� / L/� i /i�J //j// /r- % / `= / �l 11IIII / / m// / / \ f \ \
\ \, \ \\\ `- - \ �_/ I �� �iii� / / // _ \ MW-8D % �/ /////i/ %�/���ii/ii //% / / I I \' �� // //IIII / I// / /// / ////% / ////�/// /�/ 51 / /) L_ \ \ \ , \ \ \ \ \
'\ \ \ \ \ \ \- \ \ / 1 I \ /j// // / // / 111 / / `fib I r (( // ///i / /i/i/ l� /� -- / 1 I IIII/// IIII IIII /// /I // /' \ �1�r 1 1 1 \\ \ \`\ \� l \ \` �,�/
// /// ( / /,/ // /i// IIII / /)/J 1 /l 11 llI 11 /l /l IIII // I ) /%, I r\ \\\ �\\ \ \ \ \ J >
-�� \�\ \ \`_ \ �� `IIIII \� \ \_,- / // /////ii /�� j/////// �_ _1 /��t \\\ (( r/l �' '�/i� // ,�) l/ l i"�i�///�/ /l I �`
- // // / i ) / // / / /
\ \ 1/ I I l '� . ��ir// ////�/// /� I(\\\\\\c /I/( / ///�/ l 1 Il I 1 \ \�\ l \
-� \\�� \\ - \ \ ll► \1 \�-- ' ' '' / //y�%/i/ / / / II I�. t�\�\\\\\\(( I(�l/l �111 \\I(�/ ( \ I l� llllll�l �� / // /��//�/l ( / _� I 1 I / ��>/ j )/ \ 1 1\ 1\ )
\\ \ �\ \ I I %// ' / // " / \ Mw-8s \\ \\\ \ \ \ \\ \ \\ \\ \\ \ / (/ //////%/// '///�// //� / / / "//� /% / ��/ o '/ 1 I �j I l I / / >
\�\\ \ - \ \ \\� \\\-,-- � 1 � ��/J IIII - ,/ _ - - /// / i/ i // \ �'��\��\\\\�\\\\.\\\�\.\\�\\\\�\\\\\ \\ -\ /\ I 1 Jl/�ll////////� l II II/ IIII / //'ill // //I/// _ \ \ ` I l / l \�/ 7�i/ / 1 \� / l \ /�
__\�\\�\��; -�-,I 11 \,\\\\�_ \1 �� //// , //��// / / / / - / \\l \\�\\\ \\ \ \\ \ U l �j /IIII / / IIII l l / / l / / \
\ \\ \ \\\- ,/�iii�/ //Mill /1�i / / �� ��a r, \ \�\\\\\\\\\ \\��\\\�\ �\���\\��\\��\ �-. \)(Ill I�llll�/�///,//l % ((l l l////j/ /// I I 1 1 / (\ \ ���/' �/ \ ��i / /
/ // / \ \\\\\\ \ ; \ l /� ) llll l IIII/ l ,�/�� EXIST/NG 1 I � / ' ' /
�\\ _ \ \\_- ��- 1 \\� \_,- / IIII// / / / / /i/ / / \ \\ \ \\\\\\\ \� \\ \\ \ \\ \_� / // / l 1 IIII/ /// ///IIII IllIIII// / /I /or , ( I ( I I I \ �,� _� ��✓ / i�/
��_ \\�--� \\\ \ ( \ \ // / // / / / \ \ \ \ \\\ CEMETERY /
\ \_ \ \\ \ \ _�: 1 1�11 ��//�/�i//l( (\-- /'//''/'' Pz5 i9s/ // / ��\ \� \\\\\\\�\ \\\\\� \\\\\\-\ \ \-/ // l//l//�l/,/ ��/� J I(�l� � j / , . �- I I ) I I \ I I /� 1� 1 r"`✓� J //
\ \ I N // //i / /� \, \ \ � \\\ \\\\\ \ \\\\ \ \\ \ \\ \ / // ll l /�/ /// IIII IIII / Jl (IIII l 1 I r I I \ l / \»J ,...-, � �/// _
\ \ \ \ \\ \ \ \ l I Ill ll /l f I I 1 I //i�i // r\ �J. \ \ \�\\\ \ \\ \ \ \\`�\ \ J (/ �///Ill l 1 l I / /%/ J)�J 1 O / /� ' \ I \ 1 �l /� \
\\ \\ \ \ \ �\ \ \ \ \ \(� IIII IIrI (1 1\\`�\ /�ii / // / / / / / / / �__ �\\ \\\\ \ \\\\\\\ �\\\\\\\\\\\ �\ l \ \ \ / // / // //% ////'l, / ////i// 1) I / /// /// / �� / / I 1 \ �\ / ) / /ice-��� \
\ \ \\ \ \\�.� \ \ \ \\ ((I I 1 �1 // /i�/� // I l / / / \� \\\ \\\�� \\�\ \ \\\\ \�), \ \ \ \� / / /Ill // / / l l l //i/�)�� / G I I ti J �� / ---/ I )�
\�\ \ �� \ I I \ \\\o_ --�/ // / I \ \ \ \ \ \\ 1 \ \ \ ) \ \//�,l l // /// IIII 1// �/ l IIII/ /// / / / I I \ j� \ �r �r /
\\\ \\\\ \\ \\�____J�-- \\\ II 11 \ \ _ / / /.1 I (----- \\ \\\ \\ \\\ \\\\\ \ \ \Q� \\\\` /, ///// / / / / ///// / /i // 1 I \ /��� IJ 11`< � -, /, / 1
\ \\\ \\\- \ \,� - -_ r �, \\\ `\� \\ - - / /i/ 1 / I ` �\ \ �\ \ \ \� \\\\� , � \ o �� / J (�/ %� ,/ '� -- \ (\ ( /i ll( �L�>-_��oi/ - -�
\ \��� �\ \ _ (lZeO \\\\\\\\\\ \\� - /ice / III I \----- ♦ \ \\\ \ \\\\\ \\\\\ \ \� \\ �\ \ \\\ \ EX/STING /IIII IIII ///�//l� /l )j)Ill/////�/ / / / 1 ( \ �� , ii l (\ /- c/ / )/ \
\ \� \\ \ \ \----�\\\\\ -_ �/ / / I \ \\\\ �\\\\ \�) \\\ \��\\\\ PHASE 1 Ill/�/l/ // //////////� / /�//l / � / /// /�J / J/ \ \ \ \ /// > /�II 7 / ���/��/ / �// t
-- 1 - \ \��\ ��--- - \ \ \ \\� ___- /' ( \ I 1 \\ \ \ \ \ \\\��� \�\ \,\\� \\\ \\ � - \/, /, „IJII ///�/�//�j// /�/�///// / I �/� �// \ \ \ I I III) l / �_�/ \ IIII / ( //
-(_ - � =�a= = // \ / 1 I I I l \ o \ \ \ � \\\\ \ �� \\\ �'/ // / J /�/�//� // /�/// // I ,) //X I/ / \ \ 1 \ / lI( / / ( /�, /' / // // -
=_
\ --_- �� -� �/ / �\�\\\� -- \_�- - \ \ \\ \ \\ \\\\\ \��\��\�\ IIII/ / / IIII / IIII / ` iJll � / / / \ IJII / / 1 r-/ I / /,/ / //7
\\ \ - _ �� �\ \- \-- \ \\ \\\�\\\ \\\�\\�i////�////// //l/lJ/////l//IIIIII IIII ✓ / / / /-� \ \ I \ I \�� J /// / \ J J((r / /// //�
\ \� \ __�� ' _ --- _ \`� ` \ \ \ \ I / �// IIII ) IIII / / l / \ \ ( ) I ��1 �. I I \ J l I /i //�l/
\\ \\ \ \ _ w \\ \\\\ l \ \\///// //// // // / //
\ _ ��--- - �- - �- ------- \ \ $ \� I �\\\\\\� �l \ \\� �`//l l 1 /IIII Ill //i/ /Ill / /l / / / / / ( 1 ISM/ �/ \( J �/ \ (I / "r - // / / % /) -
\�\\\� \\ \_ _ ��//� // \\\\�\ --_ - �)��/ �i \ \� \\ ::: \ \ J l l / // (JJ! ice✓ \ \ \ ) 1)�\ /// \l /
\ \\ // / ) \ \ �\\ \ � /� / IIII / / l � -� �(i / / / \ I \ (( S ' / / �/ // / l
\ \ / / �_ 1r=�J _ \_�� _ C \ �\ \ \\\\\ / / f ( a \✓ - / /I / 1 � 1111 \ J
�� \ \\�\\ / / // // / // l `I/`i//// \ 1 11
REFER�NCE /__ \I-- -_ / -- �__�_� ? \�� \ \ \ �\\ \�\\\\\\\� -- J�///�/ /// /�/ / / � /' /' /' \ \ \ \ \> `l\ �1 1� ^ 1 ( ////// \ 1\\ \
/ / \ \\ -\ \\\ \\\\�\ \\-/// �%i%IIII / / J� (( _(��J \ \ \\ \ \ l - `�t�' ) / I / /� \ �/ I\\\ \\<
1 . EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL WAS \ _� / / _ - ~ �� '\\� - -�� \ \\ \ \ \\ \\ \� , ���� / ' / ' \ \ \ \ i I \ v/// ) ) �� \ \\ \
\ __ \� \ \\\\\\\\ / / /// ji/' \\ / / ao \ �IC� II 1 I / I \ \
�_ ,,J, \�\ \ �\\\\ \ / /��/ /( \\ \ \ �z �1, yl ti- \ I I \\\ \
PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING // ___/ \� \ \ \�\�\ EX/STING LEACHATE / , Illy �-- \ , / / o \ \ \ \ \� II \ 1 /, I/- \
CONSULTANTS IMC JOB N0. 16030 ; DATE OF AERIAL PHOTOGRAPHY - - _ �_ �� // / ��_ / %- \�\\ \\\\ \\\� \�\ STORAGE AREA /I/�// / /IJII \\\ \\ / F_ \ \ \ \ ) _!\ )I \ ( 1 ) \ \ \\\\�;
( ) - -_--_ // / _./ / � � \ \��\\ Mill // / // \\\I \ \/ n�) III ( I I I / \ \\�
FEBRUARY 27, 2016. _ / /'--\ / l \ �� \�\\ \ I /// / r \ \ /// ( �-
_ -- / �- S c\ \ "\\\ �/ I // // I// JI�� \\\\ \�( Z 1 \ \ 1 \✓ /� I I l� \�I\\ \ 1 I \ C_J \\ \����/
2. LIDAR TOPOGRAPHY OUTSIDE OF PHASES 1 AND 2 WAS ACQUIRED FROM NC � _ � EXISTING ACCESS ROAD I ) ) \ \\\ `/ %�J)f '/ // IIII \ \\\\�\\ / \ Z; ( ) ( I , / r )(�I11 ) \ \ \ /
DOT GIS. �� _-- ''/------_---/� ,� J\�\\\�� %-I / / \ v r✓1/� I \
`� / �\\\ ���/ �/ ///l� Cam) \ \ \\\\ /' ) I \ I / 1 II�(r �/� ('/ I 1 � I\ '%'� /
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. /--_ /' _-���- /- \ ) I \ \ I 1 111 / /�J �)" _ / r= \ i\ /
\ ��\`` \\\\\� / / /)/� \ \\II\1\III I ) J �\) 1 1 I \\\ \( ��� ) / / <,\ \ /
i----i----ice �— // r• \ / / --�� �` \\\\`///, / / //�/ I \ / / J( \ I 1 \ \\��\\ \ \ \_ -� \�.i
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: \ ( /' // ��� \\�/ �, \ �/ / //�� \�\\� ��/ / \ )IIIIII \ \�/ / / ��, \l\\\ \\ \_\�_ \\ \ ) / // \
3710644500J, 3710644600J, 3710645500J, 3710645600J. I // / �� \�� / \ /// \� ���/ / / )� \\)1 / / / \,?, ( \ \ ���� \\ \ \ / / /// >
\ I / / / / /' \\ _ - / / - EXISTING RAILROAD O ` \ / / IIIIII \
5. EXISTING PIEZOMETER WELLS WITHIN PHASES 3 AND 4 TAKEN FROM / \� / ��1i / EXIST/NG LANDFILL �E- / ) \� \\\ \ \\�) ( -�/ \
HYDROGEOLOGIC INVESTIGATION REPORT PROVIDED BY SCS ENGINEERS, PC. \ 11( l / i /-� \--/ /�l ` \\ OIL 11IIII ` \\ /// / /j / ( ) 1\\\\ � �� \I\\\\ 1� \ \'\✓- �\ �_ -� \
2015. '\ 1 111--- I l \ 1 I \_ / \ c/ �� �� / GAS TREATMENT AREA I � IIII \ \ / / / , ) \ \ \ r--_ I , \ L''�f
I / l \\ I / ) \ I /-��--f�- � -\ -� � \� \ / '�''I( 1111 Ir / / / // ' /' `\ i j \\\ \ \I - �\j � \ ���i ` _-_�__ .
-,� \ III I / I / \ \ ,- / \\ r � )/
8 7 5 4 3
LEGEND
EXISTING PROPERTY
LINE
EXISTING CONTOUR
MAJOR
EXISTING CONTOUR
MINOR
EXISTING STREAMS
100-YEAR FLOODPLAIN
50' WETLANDS BUFFER
EXISTING PHASE BOUNDARY
PROPOSED PHASE 5 BOUNDARY
PHASE 5 SHALLOW PIEZOMETER X PZ5-2S
PHASE 5 DEEP PIEZOMETER X PZ5-6D
SHALLOW MONITORING WELL X MW-19S
FOR PHASES 3 AND 4
DEEP MONITORING WELL X MW-15D
FOR PHASES 3 AND 4
EXISTING PHASES 3 AND 4
BORING/PIEZOMETER � B-13
SCALE IN FEET
0 200 400
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
0
Ilr
U
LU o
z Cc
0 0
w
IIr
w
Q
0
z
U
ICI I�
+I N
rl Z M
� °: o
rjl o is
iy M N
t
U I cn E
Q x 0
c� 2 m .C5
0
0 N co)
Q ' ci §
as �
0
i�l 6 cM
0 o N
0 ;> a 9)
m
w c a
4)
o U
0
0
0
T
•�
Q
=
H
O
L!i
J
�
W
�
W
0Zmz
=oan
��JO
Z
�
LL
a
O
cn
0
V
Z
z
F-
>
J
CC
M
z
O
C)
Z
Lu
0
:)
-
w_j♦0♦0
V
W
W
Lu00a
m
a0z
O
cn
U
>-
Q
" m n =
U Z L w
co
Q
r
m
W
r
m
❑
W
�
�W
NORTH CAROLINA
U)
o
0
BOARD OF EXAMINERS
W
o
N
FOR ENGINEERS AND
J
w
1t
SURVEYORS LICENSE
Q
z
r
NO. C-3035
W
o
IO
FIGD RE
3
o m
Q z ❑
w
w 0
c�
0 0 � a

.l
0 J
n-Cr
NORTH
l
N
N5°
4
3000 �
/
60o //
...
3
285
it
w
90J
0
-
D Richmond
--
Sturdivant,
z -_
N
- O
�i
�50
-
300 Z.
REFERENCE
1.
U.S.G.S. 7.5' TOPOGRAPHIC MAP,
POLKTON QUADRANGLE, NC DATED: 2013 SCALE IN FEET
2.
U.S.G.S. 7.5' TOPOGRAPHIC MAP,
RUSSELLVILLE QUADRANGLE, NC DATED:
2012.
0 1000 2000
AV AVi
WASTE CONNECTIONS LLC
AN
f1
HYDROGEOLOGIC INVESTIGATION
Civil &Environmental Consultants, Inc.
ANSON LANDFILL PHASE 5 EXPANSION
ANSON COUNTY, NORTH CAROLINA
1900 Center Park Drive - Suite A - Charlotte,
NC 28217
Ph: 980.237.0373 - Fax: [phone]
TOPOGRAPHIC LINEAMENT MAP
www.cecinc.com
DRAWN BY: PNP
CHECKED BY:
EH
APPROVED BY: EHS
I FIGURE NO.:
DATE: J U N E 20171
DWG SCALE: 1 "=1000
PROJECT NO: 165-276

8 1 7 1 6 1 5 1 4 1 3 1 2
e
0
N
z
N
a
A
C
/0
\ \ / / 1, _ -- ;�����- ��� __ - �// / 1 / / Z , I�/ / / / �; �i, ;=_ I I I I 1 \ \ \ \ I �/ / / / I I
�I/ / / �l � --_ - \\ � wo / // /�/// //- 80' -- / I I I \ \o \ I / / 1 / / / __ \I I I
\ / 11--_ \���� \���_ _ ♦ /' /� / //ii//� / I / / /i/ 2 - - - \ ) I I / l I I
\ ----%/ \ ♦ \ � %�- / /, i � %� ---_� \I I / l I / I 11 \\ I I I I % /� \
/ / \ \ �_� _ / /ii / / Z \ l
l \ �_`-_ --/i/ �j / ii /i' ///ii // / // i/ / \ I I PZ5-17S I I 1 \ \III / / \ \ \ ` I \
//� -1 l-- ��= __-�� /' j i \\�_ ���i%�// /i�i//i//////� / //�// - \\ I \ ELEV. i / / \ \ \W v III I / / \ \ \ \ \ \ \ I
- ���'/ // // I / l (l /I / ////'iz/ �/ ///� / �- \ \ \\ \ I 1257.s8 / l � \ \ J I 1 I I l �,° \ \ \ \\ \\\ \\ \\
/ / \_- %/ / /� / / /i / //i / - �o
// / 1 / / / 1 III I11 \ / // // / //i /' ///ij/ /'/_ �_ i \I I\III j _\\ \\ \\ I I I j 1 `�/� \\ \ \\\\\\ \
/ / --- / / � � ,1 I / / - \ I I \ I I \ \
�/ / ��� __- ,�__-_/ / 1 ��-)\\�\IIIII// //� / / ////,/ -1 pp� --- \ I o (\ \ l \ \
f- /, / ) ~ ///�-� __ 1�\ \(I'I ///� / // /�////? 11 I I I I NI I I I \ \ \\ \MW \13s\ IIII to / / / \ \ \\\\\\ \
NORTH / / — /
\^ / /// __ � \ \IIII / //////, -/ -, III I IIII \ \ III I N1 / \ \ \\ \
// �i // / ��_f ��- /i/��i�%��\\ \\\\\ I I // / //// �� i% \ \ \ I O I I 1 \ \ \ �ELEV. \ III I I , \ \ \ \ \ \
r/ ,/ �--�-- �/ -� // // //�-=____�\\�'\\ \\; I I J / //, / // //� "-�- \ I 1 I ►� I I III \ \ \ 23o.s1' J I I , 1 \ \ \
/ " /��. �j \ J / / / //310 w I I I I I I I 1 \ N \ I I III \ \ \ \ \\ \\\ \\
/� //_ \\ / //5/ �/� �% ,��.� 1 / / / I // / I I I I I \ \ . \ III I I \
- /--_-�\ \ \ / / // I I I N \ O \ \ I \
`/ --�/ \,��/ /�/ j/�//i,/%�/i- - N?m �.. VII� I I I I l l I ( III I I I I I 1 \
/ /// //�I --_- % I Io I o I I I I O I I 1\ \ \ \ �iH'II 1 I � \ \ 1 I \ \ \
r /�//,/�// i� ] � PZ5-15S-IIoI I I N I I I I° ,e 1� i� PZ5-16D I I I III N\ �\ ) I\ I I I I \ I I I \ 1
j/ �/��%%� _- _\ ELEV. - I1 \'\\ I I I I ►� / I I I I III l6 \\ \ \ I III I I 1 1 I I 1 I
//,/,/ // / /� 111�\ \1 \1 \\ ELEV. ,� I �I I I 11 o I I I I
I( ///,/ ��i/ /�/�// �,� --_\ 241.29I\\I \\ \ \ \\ \�\\ 2s3.os IIII N 1 1 I 1 I \ � \ \ I I I I
r /�// //I ,/////-_====?90 1\\ \\\ \\\\ \\ 1p� 1 1 1 1 I I I I �� �\ \ \I I I \I I j l I II I) I j J / 1 1
/ ///�// 1 Il/(l / //ii �_ --- \,, � \ \ \ \ \\ \\ 3 1 I IIII 1 \ \ ' I ( I / / I I
// %%III;'///�ii/ _ 30 so\\\ \ \ 1 1 I I 1 1 \ \ \ \ I I / III / l / l I I
1 /ice Z/ -=� Ill/ ///�__ - o� \ ��I � - \ \ \ \ \ o\ I I \ \ 1 I I I I I
,, ///�,��J„ /,/,/�-/�_��\\ \� -- , \\ \\ � \ Jl I I I I \ \ \ \ , , �- I I I 1 , , / / , , I
//�/� i //,// _ \ II ( //, / --=`�� \\ ) \ \ \ \\ N \ J J I I I \ \ I I / l I I I / / /
/ii i/��//��__�� I ,/ -- \o \\\ 1 c ' 4 1 \\ \ �� / / III I \ \ 1 1 I J \�% I I 1 \ / �/ / / /
1 /i�ii. ;/i///�- �\l 11/, /���- `� �z\ I 1 / I /
////,,, (b//ice -__� \\ \\\\ I I \ I / \�_, / / / /
/��,//�- , //�� ! , \ \�\ \ o �� _ \ / I I I I I I J I I 1 �/ l 1 l �i / / / 1
,i� ////X// / �=\ it /�_- , \\ \-, \\r �� -_ \ \ \ 1 / / / J I I I \ I I / I III - / // 1\ � 2 //// // // /
�%,�/ //ice' _�, \\-�--MW-14D ) \1 \ / I \
/ / �— J l (!/ \� ��\\\\ \\\\\ ;,/ \\\\\�\ l / / / JI 1 \ 1 I I , I I �,— so / ,
—�\ %! / / /�//%_ ` r � \\ \\ \ \ \\\\✓-- \; �\ � //�/ / / I 1 I / �,-- \ \\J_—/ / / / /
\ __ / / / i ii / _ V \\ \ \ \\\ � //- ELEV. \\ J% / \�\ / / / /j I I - \ \ / / / / /
/' �� �, // j'/ ////�/ __ - II ll�-_ \\\�\ \\ \ \\\�/ ;282.44'_ / /`, \ ///,/ c_ \ I 1 / // --' - \ \ // / / /
- /// / /ice/ii//��� , / \ \ \ \ \ ,� �_ --_ o --\\ I l l �,� / / / / / /
` \ / / /i/% ',//i/ice/ /// //// ii�i/i��/ice - �\� �� \ \ \ \ l l //- \\ \ l / \ \ ,
\ / / //�i /i11111 I / //, / /// ��\ \mow;- \ \ \ \ o ( \ ` / \ / / / / / /
// /// / %/�/ /// PZ5-14s , - \ - _ \\\ \\ \ \ \ N I i / \ \ 1 ` l < \ \ / / /
��/ // / /% \ \\ \ \ \ \ \ \�— I \\ \\ \ `�/ \ i . \
\ / / / // // / /,/// ELEV. , - _- -- _ \\ \ \ \ \ / / / / / / / / i r / J\
1 / �� //� / // / //// /280.40 \\\_ \ \ \ \ �\ I I , / \ \\ \ / \ / / / / / / / //- \ (\ \
/ / /�// /��//� /�/// -\\\ \\ ,\ \ \ I \ 1 \ / / I \\\� \ \ \ / / I /� / / (// \�� Q\ \\ \
1 / J % / /i�/ %/ %/ / /////i// / / '� �\\\ \ \ I J
�/ ,/ , , // / , // / —3— \ \ / Q --�
I / /ii� l ��//// /// / l/ / ;///// / / \\ \\\I I 0�\ I I I I / I \ h \ ,tip �� _ ��(," \ \ ) \
�/ IIII(lI,/�l I I IfI111 l // / -- -_ \ \ \ I\1 I 1 \\ \\
1 / /���_�\111 I I I1 II /// / l ll / / _-36=��\ \ \\ \\\\ I \ 1 ( o \ \ �\ �° \ ( I �� -o\ �- a r \
♦ I j //�// ��\�\1� III\/ I I III IIII Ill/ I I I I I I I ( /// ;_ �o \ \1 \ \ \ PZ5-27D I I I / 29 I \ \ \ ` _, / ��\ \
// /; � I \ I III ///IIII IPZ5-14D (1 I ( /� �\�\ \\ ILI\�\\,\1,1 / I �/ /I j \ \ \ o ti� j /) l /_- \
♦ \ ///// // /--� I\\ \I I II \\ 1 � I 1 1 I / -\\ \ Mw-15D I/ ELEV. ✓ I \ I / 28 / I \ \ \ \ N I 1 / �/` / p' �,
I / /ii /i/ - 275.s2 \\ I I °�...o, I I o \ \\ \ I I 1 \ \\ I / /� j�2 / 1 ?
//�//' ��\, \\\ \11 IIII\\ \ ,ELEV. \ III / / \ I I \ / / r y
/ / % / �� �\\ \\ \ III \ \\\ \ \ 280.40 \ \\ \ \1 I 1 l /-1 \ I I I �I I i I ELEV. 1`b � \ PHASE 3 //;y°// J o \ \ I \ \ \ \ \ / % / /� \
l / /// / /�/� \ �\�\\\\\ \ 1\ \ \ \\ \ \ I lol l l / I I I , / -) / \ / _ / � \ h � - \
/ / / / / \ \ to I \ I r' 1 I 292.33 �� / I \ \ \ I \ \ \ / I
/ /�/ , ,,/,�,,/��\\v\,\ \ \ I \ \\ \ I- �r\ \_ / l 1l I l , // // I \ \ \ \ \ 1 I / > \
// /// // _ _ �\�\ \\\-I 1 \ o o\\I \\\ \\ \ / / / I �,�I)) / \���\� \� /i / / I I \ \ \ \ \ \ / io l �II �-� �
// / // / / / Zz\ \ \ o ll \`r" N 11 1 \ \ `-- / i , / / 1 \ \_ 280 / / \ \ \ \ \ \ \ \ I / /qh \ / \/ \
/ /// /i�, /// ///��: _ \ � 1 \\\ , \ 111 \ 0\ 1 I n, I \\ \\ \\ 11 \ \ \ / / I /�/j��j \ \ I \ I _ \ --- r l \�
///ii�/i///// /1///, /-_���, _- \\ \ \ � I 1 \ \\ / ��//i// //71(lll \�1 I \ l \\ \ - \ I , , -�1/ I
/ , � �\ \\\ \\\\ 1 IIII w \ \ \ \__ 7/ / / (/ �` \ > / I \ \ \ \ I 250' �__ �/I
l /�iii�/i,/�/ �///// /�PZS-21s �� 80\ \ll 1 \\ \ I I I o\\\\\\\\\\ , \\ % / /i,,j/�i /% l -\ / /�r / ' \ \ \ \ \ 1 \ I �r�� ` \ \`_--�� i
I I //�/�///iii////////�/� , ��, �1\\\\ 1 \\ \II I I II\\ \ ate\\\ - /�// ///� / III J / 1 / /,//�� < 1 / I \ \ \ \ I 1 / I / / j \ / ///// \ \ �� y /
////// / ///// / ///�� / ////" ELEV. -�, \\ (I 1\ \ \\\\ o \\�--/��/ / /// / //� I I I / I ( / / / `(_-_��\\ 1 1 \
���/� / //iri / /i//// / ///// 261.2s o 1\ I I `I 1 \\ \ \ / /i / / J I / \ I I - 1 II i � I l / / l i/ \ �' I I ( / 1/ I n
I / / \\\\ \ \_ ri /
I /-----�% /////�i� //�/,/�i// ///�— .\�\��\\\\I\\\ 1IIII11 1 \II 1\\ \\, \\\ \� _k)3 //�i�i ' - I I \\ \ I L � _ I I'll \ I \ / 1 / / , / i ---_� 1 // ` / >/ �1- l _� I 1 III j
I �iii�//�i// ////// / ////�/// �- ,\ \\ \\\III 11 \ \�\\\ \� ll�///�i - I I \� I I ---2_� ��1�\ \ \ I \ \ ( I r l l / / \ o / , / /— ---_"I \ l
---' iii /i /ii�i/�/i///i�i/� V\\\\ \ 1 I I \\ \\\ �w\\ \\ \\ �\�/// j//i,/ l/ \ I I 1\ 1) / �� _�—_� I 1 r I �� \ I I J —J / / / / / / ) � �___ I % // / , / �` \— \
r. //i//�i/ /ii/ / / /// / / / / \\ \ \ \I 1 \ \ \ o \ \\\ �\�/i / // /,/ / J \ I �� / / l� l I I \ - i / \ N / / \ \ t \
/ / //1 /i,�i�/i�� ",/ // //�//,� \\\\\ \\\ \\\\ \ \ \ \\ \ /��,i,/ �) )JI ��/\�� / /�/ // 1 \ ��\ I I \ 1 ( I �- /� I //// i \� \ I >� \\
\ ( / /// / // //// / j / , / /// / / /// \ \ \\ \ \ \ \ \ \ /i :PZ5-26D / IC ( / / //� \ \ I
\ / ) ) / �-- \ ( \
1 / / / ( / /// / / , i ( \ D \ \ \ \ \\ \ / // , ELEV. 1 / \\� )\/ - \ \ I / /i / /-' -� ---- \\ I 1
I / , Ill l l l Ill /� / /, / / // PZ5-13D I \ \\ \ \ \\ \\ \ \ \\ \\ \ \ \ �(� i 295.25 - �' -� r' /, \ 1 \ \\ \ \ \ 1 I (� ( / I / / 1l I I I 1
I / /%\\ I `\\\ III11 (l /1 I I (/lI/ I , \ \\\ .J \ 1 \\ \ \ (�, / /� - \ 1\\ \\ \ \ ) \ I N �. l --/' // i II
/ / // � \\ ( \ \ \ III (I I I ELEV. \ \ \ I 1 \ I I 1 \ \ "I 1� \ \ \ \ \ v - - - - //- _� _�,,_ �- / 1 \ \ 1
��///i - \ \ \\\ \\11\1I1 \ \ \1 1(1 l �277.s4' \ \ \\ `\ ;�)I I I \ \ \ \ ,�\J �j) (( \\ \\\ I I \ \ /I \\\ \\ 1� 1 \ \ \ I I \ \ - -�� - _-- �, 1 \ // II I 1
�/ //i/ /' �\� \ \\\\\\\\\ \� \ \ \\\ ���_ � - , \\ \ \\ \ \� \ \ �� I I 1 \ \ \„ , �' / �,o f� `�I(��l l 0,0 1 1 \ / , \\ \\ \\\ \ \ � \ \ �i � \ \ --\ \ -j 1/, \ \ I I 1 , r.
__ /��j \���\ \ \\ \\\ \� \�\ �\ \ \ \ o\ \ _ - I I �\ \ \ \ \ 1 0 \ \ \ \ f -----1 J/ (I \ 1. \ -�� I p i\ / r
-/i / /� / \ \\ \ \ \ \ \\\ \ 11 �- _-- _ / -� �� 1 \ \\\\\\ \ \ \ N \ 1 \ \ \ \ \\ �� �f� _ \ ` ram- \ \\� \ ---/'� l l
/i'�%i/�� ��\. \\, \\ \ \��� %/� I// I ) \ \\ \\\ \\ \ \ - MW-165= - / `��== I III \\ 1 \ �b I 1 \ \ 1 , /
/ / - \\\ \ �) / /// / \ 1 -ELEV. _ �- (( \ II 1\ \ c., \ I \I \ o \ I I \ \ \\ �/ II���-=- jl1 I % - \ \
�/ / �//i��� \, �)1 /// /l l l \ \ .-- %2ss.�2/a��`� I \ e\\ c.+ 1 11 o I I 1 1 I I I J \ \ -��/II (� =�1 II L ���_�; l 1 J h
///i // ji// /Z _--� ` 1 / (I / \ \ \ \ I �-. III I I 1 1 / 1 � ' IIII I / � / v
/ /// \ \ )III /(// �/( \ �30 \\\ \\ I 1 >� %�� ��) /ram \ 1_ l /'�\ \- I~'� I`"\��wll IIII 1 I I I , / \ \� �� // `/IIIII III III -�/ l r I \ N / / I
/i f \ o I I / --- 1 I � IIII _ -) / J a, / / /
�„ /// / ", /- \\\\\ , \ I I ( ( o�\\\ \ 1 , ,,, ` � �/ / /� �I „ I 1 L � �/IJ� IIIIII �� - / <
�i/i5/ �,/ ////i ,, - \\\� \ \IIII Il(I (\\\ \�__ \ 1 I\ \ / � ( ) / Jr � \ r it \ ����///II I I 1 I I I I I I ( / \ / - I I\��� - / j
ii�//i��// ///i������ \\\� 11 \\1\ \\l`\ �\\ 1\ \ \ �/� I �,_, ✓ ( \/� I �I �/ I I I l \` >/:=._ -- I I I I 1 % / / /
i// / // // / //i / ii \\\ \ \ \. \\ \ 29�- _� ) / I I \ \--/ ' //i 11 / i // - I 1 f>>l/ I I I I I 1 1 -- -- � 1 I o \ ti /
/ /�/ , / // // i /� /i//' \\\\\\ \\\ \, \\\\\\\�ao- 5�-) I 1 \-_�/ / ,// //1 I / I ,) \ / a�� / I 1 �// I I I I I I I / =_� �� -�1\ I ^IIIIII I ^ ) \ // / /
�_ /i // / i/ // /�/i /� \ 1 \ ) // /// 1 \ //r / - -� �-, f^✓/� \ lll� , ) „ / 1 I I / l \ - �, - - �� IIII III I N / / 1 l / / /
// /i / // / / �\ \ \\\\ 1 \, �lll / / I / I I I I � - - - � I I ( l l I �\ 1 / ) / /
\ ////// �/ / /„ /// j�/// /// // \ \ \\\ \ \\. ) /�/ / / al 1 / / ` )o r�1\ -- I ll \� J \ \� ^/ / I //, / _ / \ IJ �I�p \ \ / // / F
i // // / //' /ii //// '\\ \ 0 00,, '. / %/� �/w / /I I \- /i,ll// // l ((Z c� >>nl 1 ,, _�� �1 \ //,/ ��//\--__ - ��_ N I� o, III \ -\\ �ol //i / / ,/ 2�
/i// /� // // / /ii / / / \�o \\ �\ PZ5-1 /l/ //i / /j // ///,/l ! \ / l \ �� _ \) / S f/ / // _ ��_ - I I \ - \ \ -) / / Z/� \ / /
/ �� ��/ I ll�// /ii /��i/// /, \\ �\ \\ \� \\ I Ill' (I / ( ( I \ „ �,� l/( 1 �� �«I I\� �11�� % \ �' �� �� 1 III I I / ( / / / -� of I I \ \ , / \ \\ /�
,���/, /// � �\ \ l / ///l1I I / `L� i�� / __ \� \ 7 I / I / I \ / /�_; - -�-_ \--_ I I \ \ ��\ 1/ % �' / ��\ \\ /
\ //�-III / / / /i/ i /i /i, ,� o\\ �\\ \ ELEv. \\ I I \ I / (/ 1 \ /// / I < )I` - > / / - -� - \ \ \, ✓ \\
/ / /� /// / //� " I I C,1?ice-\ I - =�=J 1 / > \ / / / / %z-----� \ IIII ` \ \ / \\ \ /
/ / \ \ \ \\ ( / \ l / \\
/1 \ //g,-/, Il (l /// � // / /�, /i// /- \\ \\\\\\\\I \\\\\\\ \\ \ \\ �/% I I \1 \ 11 J / ��- (F�' �� )I / l 1 �� _ = L- \ \ - I 1 r / \\� /
/i \ / _ _
♦ \\_�'-ice// /r/,- //�/// / /i/ /i �i/ ��/ _ \\ \ \� \I'' \ \\ � - /� ) ` ) / / �� ,---_ \ I I \ I I / / / \ \\ \\\\ \ / /
I � / /-- //„ i/// //i //i/ /ii \\ \\\\ --- I I 1 1 \Ill \�JI `1 / \ C \ o \ I �) 1 i / \
---- w l \ I / 11 / / / \ \\ -�
- \ \ \ \\\\
/ /// // // / / /i / / �/ /�i , 1 \ \ ,\\\ \ / /� l \ \ \ \ �� )/ �_��\ \ �''� ( Ir \ �i=l-, ,\ \\ \ \ \ 1 / %�� /� 1 I/� J/i,� / / \ \\ / j'
♦ � // / / / / // //, / / / 32p- \ \ \ \ C �� \ �\ \ \ I ( /i / \ \ \\\\ /�
I / // // / ,/i //�///ii �// �j/ / --� \� 1 \ \ \ \\__ �� / \ \ \\� I _ J/ _<) ° �� ���� I I \ �__�)' - �'\ \ �l \ I Il//i=\\ �-//�/ �/ / \ \\\\\\ -/ �/
\ 1 ///// /// //// ///////, / /// / //// // /�i--\\ \\\\ �� \ i //i„ / , \ � /_ - I \ _ �� \ \ \ \ " ����i /ti e -/_�� i \\�- // /
\ J I C \ - %� \/I \ \ -J IIII I ( - \/-�i / / \ // /
1 , //� /,, / / /,// / ////�/ / --- \ \ \� \ ��i / / \ \ � �� �) i o \\ ) \ d- I IIII I I / J�\�r \ /� \� /C \ \ \��/
l /// / /// / // / / /� 330, \ I , j ��� s-; - -�_ ) I \ \ / I \\ // / \ \ I
/ //// // //// / / / / /// //// //i _- �\ \ \� )//�/( \ \ \ \ 2s8.s2 \ --- - I \ \ --%-- -%/ \ \ \ \ \ \ \ \ \ \ \ I I 1 I �/ I\� // /\\ \ \ \ / / I
///%�// / / //// X / \ %�� \ - - _-_ - \ / / /� \ / " -- ^\\\\^,1 �,\ \ \ \ \ \ \ ) I ` III II/ / \ 1 l / \ ---_\ 1 I
/ / / / / // �\ \ \ \ 1 ( \ \ \ \ _ \ 1 -__ - \\� \ \ \ \ \ III ( /� ( // \
l / l ll� / / / / /� /ii//ii/i /i//� PZ5-10D-R \\�\ \\ \ I \ I I (I \ \ \ � ` - - _-- - \ ( o / /�\ \ f- c,, \ \ \ \ \ I 1 I \ Ik / \ 1 I I
/// / /// // //// //// /j//� / \\ \\ O PZ5-11D \ \ \ \\ \ � - \ _ \ `- --
J // I / / / r L \�\ �� \ \ \� �; ----- \ \\ 101 \ \ \ \ \ \ c I I \ \ 1 I
// �/ / �// /ii /i//Z, /i / ELEV. 283.72 \ o III \ \ �___ - �\ \ > N / l/ll (\, \ I I ��'---- � w _ \ 1 I \III IIIIII( �\ \ \ \ y-- I I
I I/ I Ill l 111 / "i //// //// �/i / ��/// r � , \ \\ `� \ I , ELEV. , I \, \�\�\\\ \\\ \\ \\ \ \\ \ I l l l \\ /� -� --- \ \o\ I11 \�\\ \ �\_� 1 -_-\ \ \ I / \ \ \ ` - --
I l / / // �i /�/i / //// / \\ / (I -- \ \ \ 1 \ / / , I I I r I I\ ( / -\ 1 s /- _�. - '� \ I ` \ —�`___ \�, `\ f / l I \IIII IIII IIII 1 \ \ \ \ ��-- \ I I I
II I I Ill/ // // / / // /// / / 1 Il / \ 1 I I I 1 I I \ \ \Z s//-==--v_- 1 \- -- --= \�----- -�\) 1 \ \ \
I 1 // / / / / / /// ,/ X \ \\ \ 291.14 �___�,\ \\\\ \ \ \ _ \ -_-- \ I 1 1 \ \\ 111 I �\ ---- \ -- _ -,�\\ J�1 I (11, IIIIIIIII1111 \\\ \\\ \\ ( \ \ I / I
1\III I lI / // j //�//// /ii //� i /O /// I 1 / �_-- -� \\\ \\ \ \ \ _ \ / I ` / l / / �\ \ 11((%� \�__� - _ _,\ \ \ �� / / /)
I ` I 1 / // / ///� // /// /i //� / / 1 I %---_- \ \� \ _ \ \ 1 \ I� ) I 1 / 1 J I I , / ( I \ I \ I �l \\\� \_-- _ --_ - \ _ 1 1 I IIII II I \\ \\\ �J
1 IIII I l�/ /// /„ / // / �/ / / / / X / / %_ \ ( / / / / / ( - �\
/ /// /� ///// / / 1 / I / \ \ \\ 1 ) } \ \ / / / I I ( ') \ II I I I I Lo/ _ \ \ ��-= -_\ \ ___-__ �\ �\\ �� -\\)I IIII \ \ I I IIIIII \\ \\ \ -
\ IIIIIII / //// l///�i//i /i// /i� ///� / ,� l l l l , , \ I ��-- / / / / / / / / / / / I 11111l -� \ \\ �s\i��� �__-- - _-;>, �� - �^ 1 I I ) ,,I I \\\� _ _ I �) 1
// // / // /j / / / PZ5-1OD / / ,_- \ \ \\\ I / // / /� I I J 1 II I I o I (\ \ \ _- _-- _ \\\_- \ I III \ 1 I Il \\ - I / /
\ IIII/I /// /////ii z /i,/// �// // l ELEV. / ,- % \ �\, \\ \\\\ / , / // l /// //// /,/ / I ( / IIrk °IIRI I \ /��� \ -� - \-__ .--_- --_= \\�\\�__ 111 II I I / 1 IIII IIII \�\ \�_-- / / / J
)IIIIII lI l///�//i / �� //�/ / / ( // / // \� \ \ / l // ///__ �_- \ \ \��-%\ \-- _ __-- �\ / /
l I ll / /i /i / ! I /-- / / / I ' Il - / I o I -----_ I III IIII 1 ) I /
I I \ \ \ / - I \ ( / / / /� - (_III 1 N�N I I I I 1 �� --- \ -- - �— ---- \\\\ \\\\ \\1\ 1 \I I I 1 I \\ �� /
1111�1/ IIII l,/ //I/ �i //�// / ( I\\ \ 1 311.s1 -- =;-� 11. Zoo \\\ \ /-� I ( / // \ - 1 I,� I�, , I I I �---'�.� _- _==____� \��\� \��-=\\\\\\ I1111 IIII 1 I III II 1�11 IIII \���� I % //%// /
/ 1 / / // // // ( / \ / - �/ / \ 1 I If((� - �/ \\ \\\\ \ \\ \ \ /// I I \ ( I // / / / ////� \ Ill) ) III �I((II I I / -- --_ _ \ \ \ 11 I I III \ I / ) /
/IIIII IIII III (I 111 I //// //((' l (\�\\\ \\ \ \ \�-- - ---- 1 i \I \� �\ \\ \ \�// I \ \ ( �l / I �( �l) \\ \ II I - _-- _ __ \\\\� \ \\\ \ 1 I I IIII IIIII 1 I ( �/
\ I 0 \ \ \ \ \\ / ) \ \ \ // / / / / / lJ f / 1 / PHASE 2 \\ \ -/ / / /
/ �,/1'4 /I IIII I I I (( III I 1 (\ �__\ \ \\ \ s3o- / ;-----__/ \\_ - 27 \ \ \\ \ / \ \ 1 / / / V \ \` I f j / 111� III ( 11 I �--�: ;=_ -%-� -____--_____ ��\\\\\ \\ \ \ \ \ 11 I 11 \ I II 1 /
l l 1111'1 I1 \ \\ \\ \ \ - - _ ) I 1 \\\\\\\ \ \ / 1 I - \ 1 // / / �J/ \\ - l( Ill I \ r1 11 II 111I ��.� - ;;- __= =� _ =_ _-- _-_ -� \ \\\\\\ ��-.� \ \\1 \\\ II I �1 I II IIII I /I 1 / �//
/////, 1 I I \1\\ \ \\�`_,\ ,� , \ \ -- _ 1 \�\\ 1 \ - - , �L=- �� ---- _ -_ \ \\ \\ \ \ 1 111 I I I IIIIII 1
� / ! I I J ------ _ \\\\ \\ \\\\ \\ \ \ II\ 1 II III 1 I I \ ` IIIII Ill \ 1 I // // L
`� ) l / l / ////i II I II 1 _
/ I \ Pz5-sD / / ,/ 111\ \\ \\ \ l / I I 1 - ./ / / // //// \-- /i I I 11 1 I I �_ _�_ _ -__ == \\\\ \ �\\ \\ \�x \ ( I II 11 1 I I I \ I 1 1 /I I I / /
l///IIIII II I \ \\ �\\ \��� ��\ \ �- // - / I \\\\1 \ / 1i _ - / /i/ / / �J I \ I II I IIII /--�_-___- \ \\) \ \\ I I I I I / / /
/ / IIII\\\\�\\\�;_-\11ELEV. �_ // �- -- PZ5-25S PZ5-24D II \\ \\ 1 I J / ----/,/�// (��\ \ \ / / 1 1I IIII 111111 I��//- _ ��:=-'�----- ��\\�\\�\��\��\\\\ \\II IIII IIII /IIII// \I 1 I1111IIIII�%/I �I \ 1 // / / ,
1 l/l \ I\\\\� ���1� '275.95' \- /�- - \\�- ELEV. / I\\\\ \\_, 0 / J / /�/ /i ,/r/ ////�IPHASE 4 �) / / I I II I III 111''11(�/ii= ��=-%_��� _ _- \\�� \��\\\\\\\ \\\\ \\IIII/// IIIIIIII I\ I�1 IIIIIIII // J I/ / // // /
I (I / / \\\��\ - \=--��i,,)J 11I / - -�\ - ELEV. I \\ 1 / / - -/- / // /ii/.- �-- / / �/ \ I I II 1 1 I \ \ ( _ _- ,-� _ - - \\�\\\ \\ \ \\ \ I IIIIII 1 \II IIIII 11 III I / / / /
/ \�- » \ . /,l i I \ � 320- / // -__ 270.35 272.99 I I \\ \\ _ti / / / // / •� r / I I I 1 II 1 \ \ \\ \ I / �- = -__ _--- \ \ \\\\\\ 111 I \ II\ � / / / / /
/� >> >//-� % // 1 I °1\ / / /'/� ice%%%/ 4 � // / j I\ (I 1\ I III 1/ ��_ �- - _ - = -_- \1 \ \\ \ IIII I111 111 III \ \1 1 III lI 1 \
1 I(/ -i%/// --- /l -�- / - _-_\� _ /l l / / / f \ \\ \ 1 I ( //- _ , -- - - \\ \\ I1 I I I I I III I \\ 1 / / /
i�i�- --/-/� / r l I _ / / /
//, //i/%i/ �, / /I `_ -;_, i � __ -���� \ ' i l ( l /1/ N 11I / -Mw 1ss / / I I / / /// �// /l/J ��i�' ///// / II IIII \I 11\ II I ll (( :- -�__ --- - \�\\\\\\\\\\ \\\\ \\11 111 IIII III II \ \ III I II\ lI / / / /
i/�/ / / - /- - l / l l / , / �� ) I I I \ \\\\ \\\\ \ \\1 1 -- \ \\ \\ \IIII\1 IIIII IIII IIIII IIIII \ 11I \ IIIIIIII ,l I 1 ( (f / // /
/ I/// / /�//i//� / (1� %/ ---i ,) \ ) / 1 I l /o / ELEV. / // I I1 / / // / , i�i (� / ///// / I \\I III I\\ \\ \\ \\��( /� - \�\\\\\\\\ \ II I I III 111 I I I \11 I II 1 / /
/// ', x //- ///j/, \ �- / /- �/ \ PHASE 5 I /o //�/// / �/ ////-�� -/ 1 \ //// / // / I I / I ll \ \ \\\\\\ \\\\ ( -- - /�: \, 1\I 11 III II IIII III II 1 II II IIIII I // 1 \ // // // //.
�, / / //i / / / ( 3�_-- / // /PZ5-sD , , --� ) I ( I / . 2s7.2o' / / , / /- - 1 \ / / / / / / / I I c, I \ \ \\\ \ \\ \\ \ \\\\ \\ \\\ J� / �/ _-- r J� -o�� �� \ \\\\ \\\\ \ I I I I IIII 1 III �I I II III I \ / / / / ,�i
/l �/ /i/ / _ -° - _ - / // � /i - `) I --- I �' ' / / / _ / // / //// J-- ( / / / / / 1 \ \ \ � c - 1\\\ \\ \\\\\\I11 I III II 111 I III 1\ \ I I 11 \--- l I / - / /
/ 11/l1 IIII / // ,/ // / / I J I \ \ _�/ //ice ELEV. /ice- ��� JI - I I I / / - o / / I \ \ \ \ \ \ \ \ \\ \\\\\\`� t / ------ _ ,,,I \ \ \\ \\ I I IIII 1 I 1 _ / / /
/// I I (///// / I I �\\---_/// �2ss.s1, - / J I 1 I w I I I I / / /// ___ Z// ,\,/ / / / / /) //�/ / /,i// / J I / I \ \\\�\\\\��� \\\\ \\\\ \\���` J`,//��� ���=^_��I�'I\\\ \\\\ \\ \\ \\\\ , III III III \I\ I ( 1 I1111 \ _�/ / /
/ / I III // / / I 1 \�- =--i // /-;----- / -, I 1 l / / /// N, / / (� / / \ I \ \ \ \ \ \\ I// _ \ \ \\ \\ 1 II IIII IIII \1 1` \1 %\ / I // , / / /
P I/ III III ((� ( ( I \----/// /� , /�--- - 1 \ I o I 1 I ll // /�2so- , :/ / %� / �\�\� //�// 1 \ \ \ \\\\\\�\ \\\\\\\\\\\\\\\ /��- _--- _--- \\ \\\\\ \\ \\ \\\\\\IIIIIIIII II II I II 11 II \ \\\I I 1 \\I���\\ ,//� \ \ // i / / // -
1 III II I ( I I \ ��3oO - / fY � / (/ / / - ` I l l /----- , � -� �z ,// , I 1 \\ \\\ \\ \ \ / \ 1 \ \11 II 111 II I I \ N \ \ / / /
I 1 I \ \ \ \ _--------/// . , / / - i /I w 1 1 I I / / ! �// / / �� \ I \ \ \ \ \ \\ \ \\ \ \\\ \\\\\ )\\\ �) / _ (11 I\ \\\ \\ I 1 \ 111 1 I I \\ 1 I I� \\ / / / ,
/ IIIII IIII \ \ \ \ \ \ \ 1 \ \�_ _-----,--- /, !PZ5-8S / / / / \ N I I 1 / / / �/ ,- I / 1 �� / / ,h / / \\ \ \\\\ \\ \\ \\ \ \�\\ \ \\ \ \ \1 I \) / / \ I I \ \ \\\\ \\\\ \ II I 1 \ 11 I w \_-_-/ / / / /
ll I II I \\ \ \ -- - - / I / I I \� \\ \ \ \ �\ \ 11\ I \(<v �;� \ r I �\ \ \ \\ \11111II1 I(111I1111 II\\I 11�111 \ NII�I \--_ \\ \ // /� / ,/
1 I I I III \ \1 \ \ \ \ �--_-_--/� /// ELEV. / / 1 o I I I 1 11(� / �- -��-- / 1 \ <\ // / // / / / \/ \ \\\ \ \\ 1\\\\ \\11 I 1 I I 1 11 I II } 11 f / \\ \ II 1 1 \\ \ \\\ 11 I 1 I �\J-\ / / /
/ - -- ( / / ( \ \ I I 1 1 Ills \\ III II I �+ I o \� \ \ // / / / /
\\� , -�// /l /l l I I / i I 1 \ I I 1 I \ // -- /i / �, \\1\l -/,/ /ii/ / /1 1\ \\\ \\ I\ I 1 \\ IIII IIII IIII II11 III II1�� \ �\ \��(I II11 II IIII IIIII 1 1 ��1Ic.'ll I loll \ I \\ \ , / \ � �® / ��-
I I I I I I1111 IIII\\\ \� \ \\ \ _ -_ %% /// / 2ss.s1, I 1 / i I \ \ I I I <� _' < / / \ 1 \ 1 \ I I l l 1 I 11� \' N I \\ \ \ \ \ // / /
' I III \ \ \\\\ \ 290- - - / // IIII I % � XPZS-7S I \ I pp/ -J/ / �� �� lI �/, / / I 1 \III 11Il I IIII III 1 II II I I I1 1 \) \ \ /IIIII 1 II IIIII w,\ c.► I- 01 I\ \1 I \\ \ \\ \ I 1 \ \ / / / / \`
I III III II\ \\\\ \\\� -- _- --/ // / II I o 1 \ N _ \ \ 1 I - / 3/ �/ I L -� 1r / / / I ll I I I / // 111 IIII III III IIIII111I 11 _ 1 \ \ 11 I\ \i11 \`\I ,�II wl\� '`o\\I-�\1� 11� 1 \ \\\ \ `\\ \\ 1 I \ // /�/ / \ �I- �- \
'IIII 1 II II\\\ \\\\���--__-�-__- // // / of I I I I 1 \ \ o� \ I \ \ \ \ /// / \ lw/ // / / I I III / // 1 I Ill I \ I \ 1 Irn o \\ I 1 \� \ \ 1 I l l / / / /� -� �\\
I I 1 \ \ \\�\���� - - _ /, ° / to I 1 \ \ \ �- \��_ELEV. /) \ \ \ \\ -j/ ��/ / / /j \ /� �% \\\ /j/ ) I / /III / // III IIII II //, IJIIIII III II "- \ _� (� j �1 I �\ 0l\1O`"0l vl o\ i �\ \\\\ 11\It 111 1 \\ \\\\\ I I / // /!'�\\�
III III\ \ \ \ \ ��80�--- -PZ5 6D �I/ / o, / 1 ►�I I \ �_2s5.oT / \ \ \\ \�- / / (// / �// ,,` >>1 \��\ 1) / / / // // ( I / / /IIII/ /I11 /I IIII 11/lIIIIIIIIII 1 II 1\( , i 1 I I+.Illo� I ollo IIII \\� �I I \I \I 1 1 1 \\ \ \ I \ \ // // / // \ \\\
IIII I I \ \\ �� - /� // c� / I I 1 \ \ \ \ �� -_---- �\ \\�--- - // v / /' ��: / \\�� l / /l I l I / I IIIIII i_ _ � o I o 1►.�I I II \I\`\\ IIII IIII III \ \I I\ \ ( \ \\ \I 1 \ \ / / \\\\\�
I II \\ \ \ / / / 1 I \ \ \ \\ I l i )I�i/ 1 / / / l 1 II /I l 111 11�, / \,¢, /Iloll III III III\\\ \\\\ \\\\ IIII 1 II\ \1 \ \ \\1 \ \ \\ j/i1 // /%// \�.
I 1 ` \ \ - / (ti / / 1 I I 1 \ \ \� / \ \ \ \ - --/10 ',�_ / 1 l �� I ``�J� 1 %) � l =/ -/ % l // I 11 / 11 � l l l 1/ IIII l II 1 / ll l jl �� 1 `=-�% o�;. c�// J \/ l,II III 1111 IIII// \ \\ \ 11 \I11 I\ \ I\ \\\\ \\ 111 \ \\ , / ,ti� //,
IIII I I \\\\\ \\\?�-_// I,./ , I I I\\ \\-- �/ J l / l /j ► l/ l l/ 1 'I l l l 1IJ I I I o �� I \\\ 1
I III 1 \ \ \ \ \ 2�° _-/� I I ELEV. ( I\ \\ \ \ ---- 3 -rY( I I ill i��� \ �_'/ I I l / I I l l I 1 1 / / I I I \\\ \\ \\\\ \\\\\\\ \ \ \ \� \ \ \ \
\\ \ \ - I --__- \� , �/ ��/ / / I I 111 l �j ll ll// /Ill l ll I I ll/ l /ll . /1� 470 \ �� ( III III IIII I I\\ \ \\ 1 \ \ \\ \ 1� \ 1\1 1 11 \ \ \ / / / ///
\ / , I 254.221 I \ \ \ - --- (1,,� \ Jl -- / ) /l/ / / // ,// / 1 Il o /o/ / \\ ���� ` \ / ✓1Ir( 11 11 11 I I \\\\ \1111111\\1\\ \\\\ \\ \\ \\ 1 \\\ 1 \ \ \, / �/ / ///
) III \ \\ \ PZ5-6s •/ Ill / 1 \ \ \ --------- - X -- MW-19s \ / / J I /l/l , �/ / / / /l�l //�11 r° o al J / / Jll \I IIIIII I I \ \ \IIII IIIII \\\ \\\ \ \\ \IIIII \ \11 11 \ / ��
/ 1 / I 1 \ \ \`� ` \_ „ / I I \ \ I \ \ ---- --- \, \--- --- - - .\ �� �\ / / / / / // /, / // , /, //o / ° �, , , / \� l I11 I 11111I III II I \\ \\\\ \\\� \IIII- 1\I IIII \ �\ _/ / / /0�
/ I \� \ � `_ ELEV. i l I l l 1 \ \ \ \ \ \-------- \ PZ5-MW23D -' -320- ELEV. / \� ��� (p\\ / / l ( l l/ / �// 0 �l l ",� l l \ _\ �/ i / (,l I IIIII 11 I I IIII 1111 IIIII \\\ \ \\ \1 \\ \ 111\ I \ �// / 1
/ / II\ \ \ \ \� \ 254.22 /II (�\ \ \ \ \ ELEV. -----_ / --- ( (( ��-"� 1 � \ / I //�/ ° / , ^V "/// I l I t \\ / / /Ill I I I I I I I I I \ \\� \ \ \1I 11 111 �__ / ti
/ l \ \ \ \ // 1 \ \ \ \ al// 0 0 /'h / . 1 \���.� / / 1 I III II III \1 \ \\ I
I \ ELEV. �' 284.68 1 11 i�111 / / o o a ll '`� , l l 11 l , I j I \ 1�1 r� c� ( / /// / / I I I J . I I I I 1 1 11 \ \ 11 1 __ _ / / // i
�2 I 1 \ \ 25s.88 _ _ / / l\ / �) I I --c // l III III / I I 11111 1 I \I IIII /
\ \ \ \ I 11 \\ \\ - J — -�� / /IN �; "�l, / / // I I I �� l<)����/ ( / I // Ill II I 1 1 I I �I ///
1 \ \ \ / 1 \ / / 282.50 _ I \ \ 4 � \ / - / /// / I l 1 / ll , 11 IIII III I 1 III III\ �� /� / /
lI I I \ \ \\ \\ �. I/ I I \ \� \\\\\\\ \\ ��PZ5-5D260 /// / / 1 /��\ \ / -`,^ I \^� I III II�� lllllllllll 1 JI%1//�(/ ��� � I 1 / /, //Ill ll ll l l/l�ll Ill/ 11I I 1 III / /
/ �� / I I II 1 //ll ( / /l/ /l/ 111 lI 1 J IIII I\\ I \\ �/// /
r / \ \ \ \ / / ( \_- \ \\\\� --_ - / // / \ - \ //-/ \ ( - / 11 I I I III 111/ /l/ l/l,/II I\ I // /// / / 11 /l l/l ll IIII l////III I 1 J III III \ ///
I \ \ \ \ \� -\ ,, / \ \ \\ �-_- // / / / � / / / / , __j/I \ / / II IIII 1I11I1111I111I 1 // l l I/ l II \ 1 / / / / II l/ l / l/l l/ l l ► ►I l ► I1 I \ // / ,//
l / ` \_- \ / , , , \ �,- , / /� I I I l l , 111) I / , / / l 1 /l / l I l/ ,,, /l J I 1 ► \ ,/
/ \ \ 1 \ / / I _ \ 1 \\� =___-- //// / / / / / / // / \ I I /�/ I I I I I l l \ ( /// / / I l 111 I IIIII \ /, /,/
I I / \ / (\_ -- / I --- ;� // /r / / / / / ti�/l /� // f / l �// / , 11 III I , 1 I I I Illll // / I/ // 1 II /1 / \ \ / / ///// // //////�j/l/ IIII // 11 llll 11l/ Ill/ // �l l / II I I \ \�// //� / /
�' I I / / // / - \\ / / / - /// / II I I // \ \� / // // /// // / / // / 1111 I // /
\ \ ( / / / 1---- /1 I \>i/ PZ5-5S / // / / / / -- IIII // / / //( \ll I / ,� / /� i/ / I II Ill IIII II 1 // / // /l 1 1 // / / // // / / ` I I ii
( \ / / / l - / / / / / -_10 t \ / // / , III J I l / /l l / ll ll \ 1 I I \ / //// / / / // //�///�////�//////// ///// /// //_1/ 1 \ \ / /
-� l / // / / / / / / / / / / I I l l ql / �/ i " / / 1 I , l l I / 11 l / 1 I II I I ll l Ill / l l / // l / // / // //// / /// / e/ I \,, 1 \ \ / � // `/
I \ \ \ ( ( / / �� - / / / / / /// / ELEV. i, / / / / / / / / / / _ / ( / //i / / / / l / l I J l //l / /l //
\ \ \ \ / c \� - // / , / / , / / / / o I/ )� � _, - -� ,�/ / /� ( / / I Ili l ll/l J 1 l //l //� ( l I l ////// I/ // // // /i///i/////i /- / /i// /// /�, I 1 \ \/ / /�� ti�i/�o
\ \ \ \ \ �.__, , / // ,/ / 25s.ss / / // / / / / / 32--- �/� /i, �) / / // l / /�llll l/ ll / l�lll�//�/ /Ill / J I J l / /jl / /j/ /%/ ////�/ /// / / / // /// /� ll \ \ 1 ���I ///,`L
\ \ \\ \ �__ / / PZ5-20D / / // / / / // // /// / / / X-, /� / ,/ �j/ /// // / / / / // l / ///// l / / l / J �/ / / /� /
\ \ \ , i / / / / / i oo /�- / / / // / //� / �! /,� / / // / /// // /// l/ll //// l l // t�� I ` ( ( // // / / / /%/ /%/ //// //// //�//////// //, /// / , \ \ �-� /�/ I / j/�//
\ \ \ \� - l i PZ5-2OS I I 1 I I l l I I / , / / / j/ PZ5-4D J-/' // -- //� ( I ' / ' �i/ - o _ /„ / ✓! \ /
/ / / / / / / //�/// / / // I� �\ \ \ /// ///////� //// / // ///////�/ \\\ \ // I /////�
\ \ \\ ---- 1 (I I �/ �11 J / J / , ll / // /////�/////�///////j/////// , 'x \\_ \ 1 I// //// / // // //// // / /// /// //// ////// //� ) \ / /
\ \ \ i I' I I I / //i / ELEV./$o/ ^) i. _ - - / �/ / / / //�i/ // //////// / / / 4, \ /// / / // // ///// //// ////// // /// / //l ����/ / /////�
\ \ \ _ I I I I I I I I / / / / - / ti / / - / / / �-- /��� /�i// //�i�/ll � ���� \ \ \ I /// / /j / /// /�/ / //� � / / / l \ /��� �_ /�/ /r\ \
\ \ \ \1^ 1 ELEv. I / , / I / / // / / /(`292.62 - -/ //�J(((MW-2OS, / I— - - /��� // / / - /3�pii iij�i�/ •�/ii////// / ,s�// ��/ -��� /// //// / /// /// /// //////// ////////////,�/ /// / //// / \- \ \ , ( - \ ///
�) 1 244s7 / / JJ !! / / / / / / / / I I I I / - / I / / ( - /' \ l //, / �i /� / / / / l
\ \ \- ) / /V/ / // �/ / , I \ I I I I I I ( ( - - /� / /I1 ELEV. ��/ / I // /-' / r �/ // //ii/�p�� �i///,�i/� /j/� i (( - - \ ///I / / lI // ///�//////�// //� // /// I %/ // ` \ \�\ \ I < <�_ \ /////// 1
I ) / / / / // / / / / / / / / I \ \ - / / / / / /�276.00 / / / /i/ 0 / //// / / I \ /� / / / // / /// / // / ( \ \� \ _ / /,//�// , /
/ / / / / / / / / / / / / / ! I I 1 I I I I \ \ \ \_--_ -- - - / o �_� J // / /i ////%�% 'pi i = // </ / \ \ I / / / / / / // /l l/ // /// / // / / // / I //// \/ /\ \ \ \ / // /// I
1 / / /, �/ // / / / / / \ \ I \ \ \ /- , - - 1 �/ tiJ ) l / L / I (�► / //�/�//i 35 //i ��/ / /,/ii �/i \ \ /` �/ / / /,// //////// 11 / ll ////I/ / / ////// // /�% // I \ /�, \t Z \ \ //// / //
I / / / // // // / / 1 \ \ 1 \ \ - -///Z� -- / / \� / / /� / ---\ / / /// //, / , �- /O•-; / / < j /� �/-_ - \�\.� / // // l ll /// / / / /// I I /�� / \ \ \ \ \ ///%/// / /
/ // / / X PZ5-3S \ \ \ \ \ �� __-�%' -'--� / f \\ // / - / o - i /. // // 1 / / / / / l /� )
/ 3 / / / /< / / ( / // // / / / /// / / /// // / /
/ / / ` l // / l / / / /// / % j/ n \ \ \ \/ / / /
/ / / / \\\ \ \ \-,3j0_-� ��-- , // // �� ��\\m_,� / - /i//ii//,/i /iiii� /'30 / /i� ��----PHASE 1 \ //�//// //// // / / //// /// /// // ///// / I / i/�\��/11 \ \ \ / / /
\ 1 / / / / / // / / / \ \ /� 1 1 ) / / / � \ / // / // / / /// \ // // / / I
\ / / ( / / / / / / / / / / ELEV. `- \ \ \ \ -- - / /// / /- _ /i�� / / // �// / //� ��/�� /o > / /i/ /� / � �, // /i�//� //�// ///�/ / / / //// / / / --/ L \ \ //// / I I
( I / , l l l l (l 1 / / 257.so \\\\ \\ �o\\\\ - -- - / // / / �i// �i //// /i_� . ///��/Z f /�/ ��/ %�_1 \�\y��/� j) /,/i / //�/i /IIII//�//////�//////// /// // / / / l ( /) / \--- l/ /, \ \ \ //, i I ,
I I I I I I I I I I I \ \� \ \ o \- -- / �/ /// / / / - // //��/ ��// --// ,�� /// / ///, /i / _�\\\ \ 11//// /i//// ,�/i // / / // / / /// / / l //��/, I// \\ \ \ �i�� / /
/ 1 j \ � \ 60 ) . / / / / / - __ - / /��� �/�/ice / / / ////sgr, i .!// --= 1 I )I / / // /i/ ///,i ii/i / / /� /i/ /� / / I \ �// r )
\ I I 1 I IIII I \ I I 1 \ \ / /\ \\ \ oo\ \ \, 2 ��i/ / / / / / �o /- /- - - 1 /i��� / /� /// // �// 1 / / s/i 'Si/ii/ /����/�/i / �I I I ///� // // / // //�/i�//�i /i/////� //�/i/ / / /// I / //�� \� I// �( \^\ \ \ / /�///' / / 11(
/ - / - / /j// /// l / / / //Q /�/�//� III //// / /
\ \ \ 1 I I 1 \ \ \ \ \ \ / / \ \\ \ \ l /' / / / /,�• , //- �o _ \ /�� /��//////-///iii�/i / / iii \1 / / / /// /// /� / / / / // / / / I , / I \I \ \ /�i / / l
ie� \ \ \\ \ / _ / /i 2 Z /ii�- //i/� / �, i /// // /i III 1 I / //// / / // / / G /
\ \ "� / i /�// -/� / - - -- /� / // /� lj I / / / //� / // //� / / / // / / J \� �// / / / /
\ \ \ - �( / _ - __ - -�\ \ ) // //���� /i j� /��_ -�ji' l I L - /// /// / // i��0 /i/ /-- l l,ll /Ill /Ill//� l/ /// // / /�, //// j j ///, ////,//�, //// /// / / �'/ , / / � / -
/ PZ5-1D// / / -�- l / / / / / / /// I ��/ / / /// // / / //
REFERENCE �\ 1 \ <PZ5-2S "/ / / - / / \ \ )� / /i /�//�- / /// s , / / / �i////// / /i� ,,� , / - 111 l l l J //// / / /// / / / / �� \ � \ -;/� / J C � / /
1 \ 50 / i / ELEV. _--- - //// // /�� /i S / / / , // /"� / l IIIII l / l / , / ///// // // /// �/ / / // / / / -_
2 ///, , ' _ ) / /%/ /%/ =% / / / /,/, / /(//'i,,;;;;i /%;/ Q // l / l /lI l / l , /l // / / // / // / / %� / _ 1 _ ^s / , /
1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL / ELEV. / / 297.72 / r I / / ji % //// //--//�%/ //// / 1 k�--- �/� / //// /�/ / (�l / I /l / l/ //ll / / // / / //// //// / ////// /l l /! l l /// //// // /// - ) �� '/ /
�!� III \_ -_- = 24s.13'� / / / _ -/ ��� �� \ // ,III 1 'j /� / // /- -- /�/ ��// 1 _ �/ / l/ I / / l/ �// �/ / / /l I //\ // //// //j%% \% /
I _ , MW-8D / /// �f//ice //���-///// / /�/ii/i//� ,/ Il �20-- �/ / / / ; III 11/1 //l / / 11 I / // // 11 / l/ l //l / l �/ \ // /i// //�� /-;\ \
WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING �i I I I \ `� - _ / / ,% / 111 / /// ---�\`goo I I %/ / jl (�11( II /ELEV. (/� Sty// / // /'��-- - ////i%'�%//////%// l(\ \�,f--` /�� l 1 111 lI/l 11 // / l/// 11 //% I �// / /�j�/ ��' �
CONSULTANTS (IMC JOB N0. 16030); DATE OF AERIAL PHOTOGRAPHY - \ \-----_-) / / / , // / - \ ,// / // ) I ) 11l ( ( ( // / //ii/ /// ////// // / I ��/ / /�ll,/ 111 / lIl , l ,,l// ll,l // / , // / //////,// 1 / / /� / / ,/ /%��� —���1�
FEBRUARY 27, 2016. �� --� ,i // // / / ---- \ /, // / ,�II NIA \\ ( / // / ///� ///�// ////i/////% / / / l// �/ / l l l l / // /l l l /l // / /// / / l / \ /// / ///�//�// )I \
�� / / / 250 /// / / / / // / / / / r I _��\ \ \\\ \ \\ \ ( l 1 ((( (�( \ ( (��i // -- / / , / / / /// l/ /l / // / /// / / //// / % \ 1
— o l 1 T x / // ,,, ) , / / l( , \ / \ / / l j l r/I l l / l // ll / / /l / / /// / / / l / \ / / / / /,
2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: I L - ,// T / /,/ /// / / 7 / / // // / / / II r-,I � \\\\\\\\\\ \(\( II 1 \ \ \ \ I I \ \\ `\\\\ / -, / / /// /// �/ / // / / / /
37106445O0J, 371O6446O0J, 371O645500J, 3710645600J. --� I i / // // , // / / ,i // // //,/ / / I MW- \ \ \ \ \ ` 1 I \ \\\\ \ \\ /I /l�/, l/ l / , /l // /// //// // / // // / //// // / / / �� // ///% //� / �� - i�
\__--/> //// / //%/ // / / ///� / 'i / /i/�/ / / \ \\\ \`- \ \\\\\\\\\\\\\ \\ \ \\\\\ \\ \\\\\ � ;\��\ .-_.,Q?\ '// l/l�l //// /l l/ l /// //l// / // //� / / l �/ // /// //// ==v��\ \
3. TOP OF BEDROCK CONTOURS ARE INTERPOLATED BASED ON THE DATA \ \ \ -- / / /�///�////// /// 7///� / // -/� �/ / �pl r(( �// ( I I \ \\ �f\ \ \ \ \\ \\\\\\ � \\ \ \\\ \ \\ \\ \\�\\� 'two\�\\ / , \ l/// / / /l / / ///// llI l (/I ((Ill //// // % //,/ // / l I �/ J %�/ �// //---_--- - / 1 \
OBTAINED FROM THE BORING/PIEZOMETER/WELL LOCATIONS SHOULD BE �\ \ \�--_-/I / / / // /� /////// ////� // T / / °I ( \ \\\ \�N�A I \ \\\ , \ \\ \\� \ \\\ \\ \ \\ \\,t\ \ \ \ I ��J\� 1 // / / // /// / //), „II l /l�// ��/// 11 / l J �/ l / / / // ,// -- )_ I I I
\ \ - / l / / // / /// /� /ii 0// / / III ( I I \ \ \ \ \ \ \ \ \\ \\ \ \\ \\\\ o\\\ \\ \\ \ \ \ /l�/Il ll / l�/ /// /ll / l) I ( / / // /
CONSIDERED APPROXIMATE. .� \�_--1 / / // , ///,/% , Y //// / / /, //�/ //^Jo /' �1 L I \ \\�\� J\ \\\\\\\\\\ \ \ \ \\ \\ \\\ \\ \\o \� �\ \\\\ ( i<\ / ///O /I�// /// / ////// /// ///// // li I /l / //// /l ( l / / // / �// . / /,ji/ _�� I 1
,�o� --� / 1 I / //// //// / //� / l /// j//�� / %%// �/ / ,PZ5-19S j \1 I 1 I \ \\\\� \\\\ \\\\ �►� \\ \\\ \\\ \ \\ \\\\ �\\ \�w \\\oo\\ \\\ \�\\\ \ \\ Jii ////���/ // l/ / l / / / / / //�/ // /// I I J� I 1 I ���\ /% / / / /rl /ji� / ��7 11 I I 1
4. GROUNDWATER ELEVATIONS BASED ON PIEZOMETER WATER LEVEL I I / / / �/ �/ / / \ \ \ \\\\ \ \ \ \ cQ\ \ `\\ \\ \ \\\\ \\� �/ // 1 / / �,/ //ll/ �// / //////l/ I I //// I / / / / //,
READINGS ON MAY 31, 2017. TOP -OF -BEDROCK ELEVATIONS l ( ( l 1 / //// //./ I I // ((( \ /i/// // ELEV. I I 1 \ \ \\ \ \\ \ \ \ \\\ \\ \ \ \\\ \\� \\\o\\\ \ \\ \\\\\\ \\ \\\\ ���// ///l,�//o.111 l 111 //l 11 / /// l /l, ////, ( (( / / l / / / // / /// / / �% 1 I I )
\ I I IIII /l/,////Il ll� \ �---% / //i // /, / / I I \ 1 \ \\\ \\\ \\ \\\\\\ \\ \\ �\ \�\ \\\\\\\\\\\\\\\��\\\�\� / // // o / / / / // I / 1 // ///, /! / i
-\ \ \ I 11 I /11 I /I 1 1,\ �__-- �, X//i/�/ // 252.70'0 / / / (`-_1 \ \ \ \\\ \\\ \ \\\ \ \\\\\\\\ \��\\ \ \\\ \\\ \\ \\ \ \ \\ \v/ / /////a //l�/ l ,/ ll / 11/�lll,/////�!/�l/IIJI /// �� // / / / / /; , ) I I / I
DETERMINED FROM AUGER REFUSAL DEPTH AT EACH BORING SITE. \ \ I / I I I . I I . \ (� , \� � �_ -� //!//, /„/i� / 1 / ; \\_ _\ \ \ \��� \�\\, \\ \ \ \.\\�\\�\�s\\\\o,�� \`��\\\\\\�\ \\\\�\����\��\\. i///i � /%/ //�o ��/�/���l i %�j� /ii/lll ��l/al � ll �j/ �/iil I I\ A /////////�///��L�/ �' / � / // / I I
- 1 . , .\11
z
cn
w
cc
z
O
a
Ix
U
0
w
0
w
0
O
Z
Z
J
O
a
U
cc
O
Z
O
Z
W
m
O
w
W
0
Cm
G
V
U
� ti
^ N
� N
�1 ? M
� °= o
o r•
i� m N
t
U co
Cz a Li
N M
M
�� o
��yy >
0 � M
p o N
'U. o
;> a a)
I- t
W c a
d
_y U
w o
0
rn
1 r
u
cc
a�
W W
CCaa
ZOaz
a
a
p
W
Z
J J
J_ �
LL �
oa
ZU
a=
J H
V Z
C� �
0 Q
OV
Lu Z
aO
�Z
0a
LL
O
Z
Z
O
u)
Z
a
0
U
U
E
U
U
Z
L
W
W
U
r
LLLII
00 a
LL
m
m
0
Oj
Z
Y
U
a?
O
�
U
T_
T
o
� O
W Z
�U
>
II
T
Q
�
z
�
1=
W
W
om
�
<
O
o
U
w
O
0
a
FIGORE
5
G
1 7 1 6 1
5 1 4
3
2

8 1 7
0
5
4
3
0
0
N
a
o C
0
U
ro
N
J
11
3
a
a
J4
0
\ \
\\
/ / //� // �� - - I I I \ \ I I /// / \
Sp' _--_ I I I I \ ° \ I / / / 1 I LEGEND
/< / /� / - �i_ 2 � _-__ Ih I \ \ I l l I / 1
/ / ii /i�///�� / /i / //i/ / ) / I I I I \ I / / 1
\ / �_i!� - ��/ // , /__--- = I / / / / I I \ \ I I I / / / \ I ( f EXISTING PROPERTY
\ / O� ��/ _,/ i �, / /// / / // i --- \ ( O I / l l ( I LINE
\ ," ��� //ii/ / / // g0 -- \ \ I I / N I I I \ 1 I I / / --� 1 I I
/ �/ �/� / // _ / /�//i / Z I \ I l I
\ //,/ // / / _ /// // / /� �/ I PZ5-17S I I I \ \ I III / / \ \ \ \ EXISTING CONTOUR
\�-- -�/i�/ /i�i/////ice/�/i/i' / /� \\ 1 \ \ o I I I / / / \ \ \\J I III I / / / \ \ \ \ \
//j /((, / //'i/�////�/�i// \ \ \ I I 1 , I / ( \ \ \ I I / o \ \ \ \ \ MAJOR
/ II( 11` //� / / // / / / //�� i \\ \ I I N I I \\ \ \ IIIII I ti / \ \ \\� \ \
/� i1 IIII\ (1(I /l /�////'� j/�/// /� I- _-�7-\\ \I I \ I OI I i \\ \ \ \ \\ IIII I I I l / \\\ \ \\\ \ \\ \ EXISTING CONTOUR
��_--� \ 1l1 I I / //// // / / / i//- 3o� ;_' _ rn I \ \ \ I \ \\ MINOR
_ _ II \ \ IIII / \ \
/ / / / /_ _ _ \ \ 1 I N I \ MW-13s \\ I I I I I I 1 \ \ \ \\ \\
_ / ii —� \\\ \\ \IIIIII / / / �/ // � - p I I I I I ` 1 \ I I I I l \ \ \ \ \ \� EXISTING STREAMS - - -
// /` �-� �, I / -----� �_� , / %/�%%\���\\\\\\ 1► I I I / -� \ ) 1 � i I i I I \ \ \ \ I I l \ \ \
r / �- - / \ /- /% ---,� \\ / /� / / 10 I I I I I \ \ \ I I \ \ \ \ \ \ \
// // / \ / %� i/��j%� /---��\\ 11 l l / / // 3 c„� I III I III I I I I \ \ \ I \ \ \ I I I I I I I \ \ \ \ \ 100-YEAR FLOODPLAIN
'/ \� ' J iiii �1i�__ � ��c'"r v O O I I I V I III I I I I I I \ \ 1 \ I 1 I I \_ \ \ I \ EXISTING PHASE BOUNDARY
/�- r --' /i �/ice j/ /� PZ5-15So p O I Ip PZ5- 6D1 I I I I I I I I I \ I
/ ',X I //�//�� �,V,-_ NIII I�I� /III IIIIIII I I, \ \ \_'��_JI\II I I I 1 I I
' / /%�ii////�i//i1 �%- --= �, I \1 \� I I I I I I I I I IIII \\ \ I I I I I I I I I I I
// / / / // / / \ \\ I I I �� \ \ I I I I I I PROPOSED PHASE 5 BOUNDARY
11 /// , , / , I l�/�i� / 1�9 \ \ \ \\ � I ) I I I I I 1 \ \ \ I 1 I I I ) I
J�J///�////�I/I /// /�///-=OUTCROP o, �\ \ ,3�0 I III I \�\ I I I / I I I I I I I / PHASE 5 SHALLOW PIEZOMETER XPZ5-2S
/�//// ,/-i/�_Jlll / /--_---- \\� \ ! 1 I I I I I I I / \ � \ \ 1 I I / I I I I I / \ / /
,,////////��-_,III IIII///%//� -O \ \\\� 1 1 I I I 1 \ \ \ \ I I / / I I I / l / ^/ PHASE 5 DEEP PIEZOMETER XPZ5-6D
�i///i�/�___�1 I (( // =__�o� - �\\ \ I I I \\ 1 / Imo/ 1 I III I I I / / / T l
/I I //��:����lI(// �/% ��� \\ = ,'-, \ \ 1 1 I I I I I \ \ \ \ I I I /
1 %/ i//�/////__- _� 1
�_ / / / - I /// .moo\\ \ D-15' \ D-16 / / I I \ \ \ 1 I I / / I I I / / / / SHALLOW MONITORING WELL X MW-19S
/ /�///i j%/ji i__ i III I /� \ � - \ , / I I I 1 I \ I 1 I I I I / �./ I I I \ \ \ / / / / / FOR PHASES 3 AND 4
/. / //n/ -_- ll/ //��--
/i / \, IIII \ \ / \11 I \ I I I , \ / „ , /
X /" - I //i �- /// � __ n - \ \ I \ I �� //// // / DEEP MONITORING WELL )( MW-15D
/ ./�////i ice- \ l � \\ _ / /) I I I I I � / l
// ///�/ �- -_ J I l // �\ - \ / I I \ I 80 FOR PHASES 3 AND 4
// / r�i/ /// 1\-MW-14D \ mil, / / / I I \ I 1 I �, _-, / \ 2 / / / /
/ice/� ///--/,, j � �11�11/ --\\ \ -- \,\ \ / // / / Il \ I I I l I \ \ -/ / / /
IIII/ - %/ ///i'�i///iii"- v' !I / `�3 \ � \ // /// I I / / / \- \ \ \_ / / / / MAGNETIC ANOMALY TRACE
///� x// " /iii - /� - I Ili o� L� X \ / / / / /c _ \ I I I / / \ \ / / /
/ // /�///�� - / - \ _,>\ \/ , _ - \ I / / \ \ / / / / / I DENOTES MAXIMUM PEAK OF
/ / IIII ii - /
� \\ // , �jj ./ , / ///� i_ �_- - \�/ / \ \_ ( / \\ I l �- \ \ / MAGNETIC ANOMALY MORE D-12
/ / / __ 1 J \ y // __\ / / / / /
/ // , / / /� /ii �_ � /�_- 1 / �- \ ( ( \ \ / I INDICATIVE OF DIKE LOCATION
\ / / /j//j/K , , /% % //j/ iPZ5-14Si/ _ D-14 \ I 1� - \\ \ -_ \ / / /.
/ / / ///�j /� / //i // /�//�- �� ——\�340� I I /�— \\ \ \ / l \ /
\ / i // IIII'// // /�//// ///� / i' — — — � _ I / i, \ \\ \ \ \ , I \ / / i
� � /////// / �/ /// /// / //// / \ — __ I I L \ \ \ � � / / /
MAGNETIC SURVEY TRANSECTS
) / / _ ////���////%�///�//- �///////�/////i/ \,� --\ 1 // / I \\ \ \ \ \ // I
\ / , ,- �/ / //, // // ///////// /////� _, __ 1 I I I / I I \\ \ \ \ \ _ / / / / 0� / / I SCALE IN FEET
///�� IIII/,/, /////� IIII �� _so- i I I I / \1 \ � / / /
/ii - -. \ II (I l(I l l �l l �j 111 // / � , I I / I 1
\ /ii�� \ I / l / II ///// / //// ////,—_ \_r /
/ I 1 I I ►III I I / // =3so�\ PZ5-27D I I I / I \ / / 0 150 300 \
♦ I / //% / \,�����I111�, I I / / \ I I \ \ \ o ( / `tip \
♦ \ //iii / i /, I\ I I III I I I I I I I PZ5-\ 4D IIIII \ \ / I \ I ! / 1 I N 1 N �\ / �/' / \\,
`I I \\ \ III OUTCROP MW-15D JL I I\---� / %o/ / I o \ \ \ I 1 / / /�%�25� ( ~?-- \\
I /////'/'%� �\ \, I I IIII \\ \ \\\ \\ \ I I ► I \
l /iii /iris - ��� \\ \\\ 11 IIII\ \\ \ \ \ 1 11 to I I \ ---- I o / / o I Ih \
/ // / -_\� \ \\ 1\ \ \\ \\\\\ \ �,; col ( / �_ PHASE 3 //")// I \ 1
1 / �/� // /i i ���\IIII I \ IIII \ \ w\ � 1� 1 \ �- �� \ // '/ / I \ \ \ \ / / // � �\� i I h" ��> `\
,,, ,,/,,,,,�/ i�-�\� �;\\\�\\oll\\\ \\ Z \\ col\\\\\ o \ ,\\\,\ \ \ / ,\\ �� \ ,/ //// / / I \ \ I \ 1 I I / \_\ //ho / ►JYI /\, �, \
/ /�// / / w 1 N \ \\ \ \ \ I 1 \ \ f,
/ /i�/i//�/j� i/�� �\\\\\,11�\�11\\0\11"' 1 \ '1\\11�\\\\ \\�_�/ / \\� - i 1 1 /// / I I I I \ l \ \\ I �\ \/;--/`� 1 l�l\/ \�1 1 \
///,/// // // _��\��o\\\\ IIIIII 111 III w \ \\\\\\\\�\\ i 1 \ \ ' ' -,-'/ /� 1 I \ \ I I ,,� 250 -�I'1/ I 1 \
1 r////�/ �/ PZ5-21S '� \ 1 \\ \ I I I o \\\\ \\ �_- / \�_� -\ 1O\ I / / //// / / / ( \ \ \ \ \ \ 1 I I /�,' \ \�_,�� / J
( ��%/ /��/////��j,�--;_��?�o ,1\\ ��\1 \\ \IIII \\ IIII \\�\\_- -
/ji// /'/// / �// // %.� \\\ (\\ IIII 11 I I IIII\ \ \ _ I 1 I _- �� \ \ I \ 1 / / I / \ \ 1
�/ //� .\\\\\\\\ I\\\ \\\ \\� D-12 �\ I -- - , I \ 1
// / -____
t --___ / //�i /�/ / / // �\ IIII\ \ \ 1\ 1 I \ \ \ I L_ �\ \ I l /----� I / / �/ �� J I 1 ( I I
/ / / / ///�--- \\\ \\\ 1 II \\\ \\\ \ \ �� �/ \\ 1 L �� I III \ I \ / I / / �� V\
�,- �// /� ///�i �/// / ,/// \ \ \\� D 17 \\ \ \ 1) -� D I I�� I I��\\ \ I \ 1 ! / / / , / / , / I o // / /� _ I l I
r �/i /i�/i/ / / // / ////� \ \\\V\ �� \ IIII \\�� \1\ I ` /�j / / \ _�--- N �/ / �ti__ \ \ \1 \ \ (�
/ / / / / /// / - \ \�\\ \ \ \ \ \ \ \ \ <,�- J� I ../ J 1 / / / I 1 \ ! I / / \ I /i / \ 1 \
1 I / /ii /i IIII / /�/ // /� /// / \ \ \ , \ � � /' \ / C� / l _ l/ / \ � � I
/ / /////�//// / % //// / / / /- - \ \\ \\ IIII \ \\\ \ \ \ PZ5-26D / IC ( / / IIII i 1\ �\ I I - \
\ ( / /�/ / /r / //i ///� IIII \ \ \ \\ \ \ 1 1 I \ \ / r
/ l / /// / /� /�/i /� /�/i / ((/ IIII\ \� \\�� IIII\ \\ \ \\ \ \ 3' / ( I \\� j��i �� \ \\ \ \ \ \I II / i
- \-_-- /
/ I / / Ill I I 1111 /� / /(/ / // PZ5-13D I \\\ \\�\ \ \ \ \\ \\ \ (�// 1 \ �\ \ \ \ \ I 1 ( ( y 1 ) ///' // / " \ \ 1 \1
/ /�"\ ( \\\ IIIIII I I ( Il/l /' I� \ \ \\\ \ \�\:� \\ \ \((� �f I �� /� \ \ \ I \\\ \ \\ \ \ I I I N / I ��� �- // /IIIII I \ 1\ I 1
/ / / ///� �\\ I 1 \ 1( I I I I I �11 ( \\ \ \ \\", I \ \ \\ \r \ � I \ \ \ �I \ \ � -_---- ice_ ��,._
���i// - \ \ \\\\\I1\ll\\ IIII 1 1 �\\ \\\ \\ \ \\ IIII. I\\ \\\ "�till�ll(I ` \ I/ \ 1 \ \ \/l�\\�\\\\� 1 \ \ I o -�--- '=//�1j�'� 1\ \\ \\ //I\1 I 1
// / /� IIII \\\\ \\ \ \ \\ _ \\ \\ \ \ \\ \ \ \ \ (IlJ �� I \ \ / \\\ �\ \ l \ � I \ \ \ _ --j $ \ I I I / /
i �// / /�/ I \\\ \\\\I , \ � � \\ \ \ \ \\ D -18 ._ �_/J 1 \ \ �7 / — \ ` � � / \
/�/�= IIII \ \ \ \ \\ �\ \ \�\\ \ \\ \ I \ `--- ���� I 1 \�/ / \�� � x 1 \\ \ ►v \ \ \ \ � t( � ' \��/ I / /
��/ /��� __�\\\\\\11\\\\\\\\ \\\���_�� \ \ \o\\ \ \ \ �/� _-_i/ u,l\ \ \ \ \ _1 ----_ III \_ \ � /// / / / /
/ii�---�\\\\ \ 11 \_ - S '1�` \ I IIII \ _` \ \ \ \ /� _-- -- \\ r-- —
' //Gi % // \�\\ \ IIII IIII\ �� 7/ I \ \ \ \ \ \ BMW-16S ;� 1 �� __-) I 11\ \\ \ \ \ \ cv \ \ \ \ /✓ ��-- - �11\I \ 1 \\ -\ - / / / / /
/ / \ \ \ -- / // 1 \ \ \ \ \ ���-- \ \ c - -1 1 \ \ _� I
/ // /� / //—\\\\\\ IIII \\� 1 / \ �� i �� i \ \ \ \ o \ \ > I Prv_-- I--_� /
/ � /�/ ///%-_ ,\\\\\\\ �\ ��� �/ /)// ��/ \ \ \ \ \ \ 1 /�, -� J�> 1 \�\ I I I 1 \ `o I I 1 1 \ 1 1 \ \ \� III (� -- �11 II I I /���___ ��__ �\ / / / o
/�ii"/ �//i /�/4i, �\\\\\\\\ \ , �)I �// �// / / \ \ \ \ I // /�-_� \ e\\ call I I I o I I I 1 \ / -✓ I (l r - IIIII III^ �� _ -�, �/ / I I ryh
/�/i %i / ��// ///�� _��\\\\\\\\\\ 1 \� / / (�/ I ( \ \ \\\ \ I ///// /i/�� �ti�) /-�\ I w1���� I / \ ) / / 11 I I r �I I I / �-� I f \ �.,
�// / / /_i/ / ///�/� - \\\\\\ \ \� 1 I I I I (( // ( 1 // / / ) l \ \- �'C -�\//pI I I I I I I I 1 \ I 1 / \ , _ i J I I}� IIIII / 1 / / / / /
300 \ \\\ 1 X// / \ �o_ /� I I \ I / L 1 I I I I\�/ -� 1 / o / / / /
IIII/ / //////��\\\\\\\�� I �I11 I11 I III\ \�_ -= - \ 1\\ \ I \��//�/ /�///' o I I� / (I \\ ��- r/IIII I I I \� /�/ ___ ;��J/� IIII II �� \ c z /
/// / / /�i/ �� IIII \ \\\ \ \\`\\ \z9 = ��\ 1\ \ �/ / // �I 7 ) (I \ I / / \ �/ I I I I I l \ I I I I 1 J / // /
// / // / �i \\ �\ \ _ =-�- \ I / I I \ \__/ IIII J, I \ �� I , I 1 , r��J/ I I I I \ >/:_: - ��� ; 1f �\ I I II p \ \ /
/ -i� r / / / // � \\ 1 � I 1 --- = I I I I l / / /
/ // / / \IIII\ \\\�� BO ���//1) // I I 1 \- // �/, ///(//, /� / \, I ��1 � ll�\ III ��IV I / / I 1 ✓�//i I I I I I I / / -� 1 I ►� J \
//�/ /'/ii� /�i�i/�/�\\ \\ IIII\ \� \\\ >//// IIII\� ��ii�j/lll/I�1/ 1 I (�f// �11 lll� p� I J ` I I �� ��I I ( IIIIII N / i
00 \ /i /i \ ) /i/ 1 / c L I \ ! I I 1 I N\ 1
// I I /// I w r\ i \ J \ \ l 1 < \ �_ _
/ram/ � I / ,;,// � \��o \��\ ���/' / l �--! ,i �l I \ - l � ���II I ` \ � I I / /// _--- =,1 ------ J N to �\ \ 1 J I / / /\ / // /
I s �� \ ( \)1 1 �� -- ���_� �\v o,o1 \\ of / i //
,�i�/j/�, �// // /IIII///, /ii /// / ' \\ \ o \o o�, ., . N l / / /// �i� I \_��� IIIII l l /lI ((2 J >>nl - 1h �"� h I \ \j ///,/ �// �- I� o �__`\\ ) / / �' /
/�/ 1 (l�/ii'// Z ? / / \\\\o IIII\\ PZ5-1 /l/ ( /// / /j l ( l\- _/�� /IIII (�l �� /� 1 \ 1 J I l f / - , _, � - o IIIII \ _ \ /
/ / /IIIII / ., 1 / ( l \ // / I ? a ,�«II\� �fll\ �� III \ I / S / // / � - o I I -� _ \\ `-f1� / / \\\\ / / `/ �2
/i/ / // /i /ii / / s \\\\\�\\ i11 f/((I / \ �/ / i IIII / 1 ll' V �� �� l� — 1 / I / I \ / / �� I I \ \ l / / , �\ <
\ �ii/_— J I / / //�/i/ �i/ /� \\\ \ 11 \\\ I 1 I ( �/7/ I 1 I�il < C,1?/)It / --- � 1 II / > \ / / / /�_ _ \— I I � \ \I II ! / / / \\ \\ \ /
��\� \ �/ /�///� = I I/ /i/�///// /// //�/ // / \� IIII \� \\\ \ t \ \ i/////// /I I \ i/ \ /( ( �-J J )I / ( I 1 } / / (/ - 2 --� \� ,\ \ I I� l L 1, I / \\
\ �� IIII /� ,_�J / / / / / /I \ \\ \ ��// I I r ) /�- I ) !� \ -� I I �� _ 1 i IIII \ /
// /// / /// // /i/ / \\ \ \ -�
//i// /�/�- / /i� / / / // -IIII\ \ \ \ \ \ �// /// \ ) �I\ 11 ✓ /lj 1 \ \ (L _ w \ \ \ l\, �I //)I / // / \ \\ \\\\ /
,N/i/ /� // j/ /// /IIII// / �/ ,-- \ \\\ \IIII \ \ \ \ \\ ----/ �,/�;/ (! I \ \ �� \ ( l � o \ � I \� � �) / //�////r� / / \ \ IIII /,
/// //// /////, _/� \\\
I /i/ /i IIII / /ii� /�/i /i / 32 \ \\\�\ \ _� \ \ \ ���� / \ \ \\ Ir \_- r \ -----) /� /i,J / \ \\ �\\\ i/
/1, / / �/ / // /// / / / -� \ \\\\\'- �_--ii/ �// t \ \ \ I i` \�/1 � I \ ( C�) \ \ I 1 I ///,jam c.4J � \ / //
I ! IIII /// � // IIII// �// /�i/ �// /i / \ 11 1 �\\\\\\ \ J \\ ` - - /I,/ ( ( \ \ \ I I \ J -- --, �\�//� \ \\ \\ \\ I�� I Ill' ���� ���� �i. / \ \ ///��
\ \ , \ III 1�\� \ // ( \�/ /
1 //IIII/ //// /�// / //ii//�� //i \\\ \11 I �\ \ - _/� / \ MW-17s \ \\\>>l ,�, \� i;_��- �� o \\ 1 I I I I l� / i/%\ / / \ \ \ /// /
/ / �/ / IIII /, IIII 330 \ \ — —� IIII\ �� ��//i/ ( l \ \ `-r \ - d��
l /i/i//i�//// �/ /// / / /i/�ii/ //�i \ \\ ��\\\\� \ �\� \�_ IIII/ \ \ \ \ \\ -mot-_- \ \ ���� \ ��� -- _-_- ` \ \ �\ \ \ I / I IIIII 11� 1� �/ /�/// / \ \ / / I
//i / / IIII IIII /IIII \ \- \\ \ \ \ 1//�/(\ IIII \ \ 1 1 %; _�%�� \ , \ \\ \ \ \ t I III 11 ( / ( / /
//i � / �// /ii IIII // / .PZ5-10D-R \ \ \ \ I ( \ \ -_ \\ \ \ __-- _ ) / I /� / \ \ ,,-�, \� \ \ \ \ I I / \ \ I
l �////�// / / /� / /� /// ��� \\ \� �\ \ . \ \ III ` \ \ \ --- --- \ / / /= \ / -�� -='- \ \wl \ \ \ \ \ \ \, \ \ ) I 1 I I (/�\ I / \ \ _-- ) 1 I / l
// / / / // /ii IIII // \\ \ \ PZ5-1 1 D \ \ \ I \\\ \ - \ \ \ \ / \ \ N \ \ \ IIIIIII / \ \ ( ( \ /
( ///l 111 / /// �i / //,/// /,/ /IIII /�i/��/ /� \\ \\ \ 111 \\\` - / 11 f \ %__ _ _ I I \ \�
/ // / / / �/ \ \ III \\��\�\\ \ �� \ \ \\ ��___ _-- \ \ / / / / \\\ /t `'� i \ w\\ 1\0\ \\ \ \, \ \ \ l �\ I \IIIII IIIIII ( �\\ \ \ \ \ \,-- _-- I I I ( I /
Ill I I ll 1 / / /// ///
/ / / \ \ \ \ ��` \ \ \ \ - \ I
1 II ll III I / /// / //////i/ �/ //iii'////, IIII \ \\ \ \ I ( Il' IIl1 \ --- / I I I r 1 ( % -�! \ -- - \ �% I 1 \IIII IIII IIII \ \� \ \` Jam- \ I I I I I
/ \ \\\ \ \ \ \ \� \\ _ �\ / / / J) \ / , \ \�\III ` \ \ \_ - -- \
I 1 I /l1 !/ // /// // �&/ - �/i�// X \ \ \\ \ 1 I JII --- ��\ IIII\ \ \ \ --- I I 1 III \ ���__-__ \ _=_ \1 1 \ \ \ I
// / / /I /�=__ \ �/l / /�, _ 1 1 (I III III \\\ \ I /I I I
I \\IIII I / // / ///// ///ice IIII// / /i j I 1 I 1 I'/ / /1���_=-_�� \\\ \ \\ \ \ \ \ --- _- - \ % I J > 1 f - \I \� `l �l�\\ �J \ -- �\ - _ \\� ��,� _ �l I I I I I III III I IIIIII \\\ \ \, �- J ( \1_ / / 1 l I
111 111�// /// //�ii /////��i�//�,/�i/ X / / I I I I / /��=—�;�� IIII \ \ �,__- _ - \ 1) l// 1) I I I \</ l((��' r � __ - _IIII\\ ---��1 I I I I 1 \ \\�\ / / \ " \
IIII III ll/ l///�� /,/ /,IIII,, ��,�, / • - / , I / l l ;,-�, _ _ \ \ \\ 1 �---- ,) / ; / / / / / I I 1 , \ \ , \\ \ \---__ \\�\ \ 1 ► \ I ► \\ \\ - I
\1 I I o _ \\1 IIII ` \ IIIIII IIII \\ `\�\\ �� 1
l / /� / /� // / / PZ5-10D - � / _ ��� \ �\ \\ I / // / / / % I 1 o I \\ \\ ' �. --- , �� \\\� \\ 1 I /� �11 I II I I 1 \\ �\ / /
1 / / / / / D-4 -- / / / I \ (\ \ \ \ - _ \ �\\ III I) I I I \ I I
\\ \ —
II I I /// 'IIII /ii /� // /� / / / l I I =\ "' \J \ \\ \ / / /// / I I I D` \\✓ \ �- __ _ - \ \\ III ( \ I / / / / l
\ I / /ii /� / /l I 1 ' l ��/ // / / / :sMALL -- \� , �\\�� \\\\\\\ / ( / / / / /// / / ( oJO "� II \_�/ �\ \ \\%� \-- _ _--- - \\ \\\� 1 11 I I I \\ \�
IIIIII l�,/�j//// /��/ /l ( \ - /�� / //( \\\\\ \\ / I ( // / %�� I I 1N II I `-, \ --- IIII\\\\ -- \\111 11I 1 1I IIIIIII I �\ ,�
lI III //j/i/��/ / I 1 \ 1 \ \�- _� / / ( %�%� \ \\\�\\ \\ \\\ /� \� ( l // ii��- f� I j ^� I I I \ ��-� __ IIII\ \\�\- \ 111 I I ftl I III \\ \\ I / % // /'
/ 1611,1 / \\ \ \ / , -, \\ \ \\\ \ \ \ / I I / / / ///���\c' \ ���I 11 I II -/ s__ - _ \\ �\ �_ \ \\\ I \1111 III IIIIIII \ I / / � / ��
q(I / 111 /// // (( \ \ / \ =�i \\ \ \\ \\ \ - \ \ / h,\ \ ) J `I IIII \\ IIII\\ \ \ \ \ 1 I Ih l III I I \\1 I / / /
/ ll I I ( // l (�� \ \\ \ \ � " _ - 1 i -�\ \ \ \\\��\ \ \ \ \ \\ // V \\ \ % . J/ / % _ ,_ . PHASE 2 _ \ \�_ \ IIII\ I I II IIIII 1 I
/ / /III III (I I (I (\ � \ \ 33o- _ / _ -__/ \\ \ \ \ \ / / // I ( IIII III 1--,- ;__ / -�- \\\\\\\\\ \ \ \ \\ 11 I I II\ I I I II I I J / / / / /
I --- I 1 II \\� \\ \ \ / // J/ \ 0 1, 1 p 11 IIIII \.�.� - --_ ___,� __ - IIII\ �_,-.� \ 1 \\\ \ 1 1 I ► - 1111 I I I / 1 / / / /
/ 'III I 1 , \ \\ \�- - - — I I \\ \\ I _ , 1 / , / 1 \ 1I ► II I I I I J :- ��, _ \ ,\\ ,\ \ \ \ II I I
/ // 11 1111�\\\ \\\ \\\ \ �\ , \ \\ _%�� --~�� / l 1 I I I I\�\ ��\.� \ 1 I I / //i //� \rl I ( �\ 11 III I I II - _3L-- -- _------ _ \ \\ \\ \\ \\\ \ \ \ IIIII IIII I I II \ I IIII II11 III II I / L
/ IIII \\\\\\\\\�`__ PZ5-9D _ /_ /,- f // ri I - i�%—====_- \\ \�\��\ \\\\ \ 1 I II I I I 1 I I / / / / /
/ / \ \ \ \� \ \ // - / / ' / / / I I I D-7 \ 1 f i �/ / �� LJ / I I 1 I 1 II IIII /i ��� _-_- - _ \ \ \ \\ \\� \ I IIIII III I I I I III IIIIIII �. II 1 1 �/ l / �/ /
/ / / I I I II \ \ \, ��\ ��� \ 1 �/ /- -, \ - PZ5-24D .// / I I /�/ii (c_�\ \ \ I l I 11 I r _ _ _ \ \\\ III I I I I
/ I\ l \ \ �\111 I \ - _ PZ5-25S / / // / I I �` o / /ii/ I I I 1 I I III IIIIII 11 I I I /�� = ____� !_- --- _=- \�\\ IIII\ \\ \ \' IIIIII IIIII \ \I 1 IIIII IIII `�// 11 ( 1 // / / // / "
/ / \\ \, � - - -- �� I I I _ / \ - i /"// / r A\ \ l _ � PHASE 4 _ / ! I I I l I (� �/ - --- _- -- __ =-- \\ \\\ \\ \\ \ 1 I III 1 I III IIII lI \ l/ / /
/��l// \�=� \ _>>/,)JJI/I I / -�� // /// I // / - // /i�/- �-- / /l/ ') \ I II III \ 111 \ ( �i _ _ _ \\\\ � \\ 1 I IIIII \ 1 I II //
-�� _ ,.� J/l I I \\.320- - - \ `\ II \ l /// �-,� �i- r % / I III IIII\ \ \11 11( i� __���-_ _ _ I I I \ I I III III \ I / /
�, �> »/� _ / - \� \\ / / / % /' / / % I o\l \ ry / / / / /' / / I 1 I ` I \�\ I = — __- \\\IIII\ \\ 11 11 1111 II111 IIIIIII \\`\ \III II II\ /I I \ / �/ // / /
i/ -i%�/� i /l /� ____ / / lj / �d / / / ) \ (I �� \\ \ \ 1 I I (/� �� ;----= _ \\ \\ \ \ \\ III II I III I \
f �i /��� /i l l /�� /� _ \ \ \ I / / l I o� / /� �l /j / / // 1 \ 1 I I I l l (( = - \ \\ \ \ 11 II I III II \ \ III IIIII \ lI I \� / / / /
I //%��i�' , . / �i/ / I I `_\ __ // - - \\ \ \ l l I l l / I N I 1 MW-18s /I I / / /, �� �� / / / / \ I I 1 I 1 II \I \ \\\\ \ \1( �-%-�, ---- _-__ \ \\ \ 1 I I IIIII 1 1 I IIIII I I \ \ ( / /
/ //��//// ///j �/ (1�\-'//����i ,) \ IIII \ \ / 1 I l log / �l/ / / I I 1 / / // / \ I / �/ / I I / \ I 1\ \\ \\ \f - __��__-_ IIII 111 \1 III I IIII IIII I IIII 1 I\ I IIII I I // \ �-/`J
/ / l// //i� / - > / / / 1 / / / / I \ I III \ \ \ \\ �( ��-_ \\ \\ \ 11 I I I I I I1 1 I I I // I /1 / / / /
/ ! IIII/// //// IIII l/ ( \�i3O -���i, ' PZ5-8D,/ — -) \ \ PHASE 5 I /O / / / /// / / ) /// / / / / ( II \ \Il\\\\\ \\\\\\\\��\�\\/ Jl/ _ = \\I 11 III II III III II 1 \II I I /
11 /iii�// //�// / I I \ \ - - ��/ ����/i / /ice----J� \ --- 1 I I I I I ^� / / / // / / / �� ( ) \ / / /�i/ / i I I � \\ \ \ \ \ \ �� �, - ____ -r '�-v\� \IIII IIII\\ \\\\IIIIIIIII I11 IIIII \1 IIII �1 I II 111 I / I \ _ / / /' // // �.
/ / _ _- / // 1 I / / / i/ / / / / \ 1 / \ \ \\ \\ \\ \\\\\\\\ \\�\ \J / \ \\ \ 11 I I 1 11 1 \ I I \ \ / / -
lllll111III /// IIII/ // 11` \\ - ___////�/i / /ice --__� I / 1 I I I Iwl I ////// // / / l -/i/i //i �// /_ III �\ \�\\\\\\\\�� \ \\\ \\�\\�S //�- ��' �\ �\\\�\\ \\\ II IIII III IIIII 1 1 I I / 1 / /
l IIII IIII(( /// / / I 1 \ \\_ _''���� // / / //i /�- -, I I I I l / I / /// /� /// / /_ / / - 1 \ \\ \ \ \ \ \ \ \ ' __ � - \\ \\ \ II II II III II 1 1\\\I 1\\\1111\ --/ //// /
I ((f I \ // / /� I I o / 2so ✓,", / I // (- �/( ///�// \�I \\ \ \\\\� \�\\\\\\IIII ,\\ ,\"�'(_/ /��- ______-- \\ \ \\ IIII IIII\II III11 II11 IIIII I II 111 \ \\ \ I 1 \11��\\ / \ // / , ", /'
I IlllI I IIII I I ( I f I \ \ 300 -�- - �/ (// //�' - 1 I I I //// // / D-6 /i/// / / %� �\ I-\f � IIII �,�� \\\ \ \ \ \II 1111 III II 1 I \\ 1N ��J/ / / //
/ I I \\ \ \ \ \ - --- _ / j� - / 1 ! - /i / 1\ ��i// II 1 \\�\\\ \\�\\� �\ �. ��\\ \ u \\\ IIII \\ \ 111 \III \\ \III I 1 \\� \ I 1\N\\ v\ / \ \ // / / _
/'IIII►► IIIII \\ \\ \ \ \ ___- _ , � ///, \ N I IIII l �, / , / , / - \\\ \\ „ \1 III IIII\1 I 11 _�\ \ , / / /
I I I \\ \ __--__'-'�/�/ !PZ5-8S / , l - o I I 1 / //� / TRACE OF MAGNETIC ANOMALY -SCS ENGINEERS (SITE SUITABILITY STUDY) \ \\ \11 I II I IIII I \1 I I � \ I \ N `I \ 45 — - \ \ / / / / /
/ III I I111 \ \ 1 \ \ \ \ \ _ _-/%� /�//' 1 / �/ l l / / � \ I I I I ((_� , / / / I / I ` \\ � II \ 1 11,11' 111 w I o`J \� \� \ // / / / / / /
I I I \ \ / I / I I / / / � \ \ ./ / / // / , , ' � \ ' I „ II\ II 1\\ ,�� 1 c.,
I IIIIII III\� \\ \ \\ \ \ \ ' _ � /i� /(I 1 /II IIII / / I I \ I I � � I \� �� / �i\\ \\\ / / // / \ \ \ ` 111 1\\\IIIII I I I IIIII ' I I I Il`� \ \h(I IIII\ \\III 1� 111 w\ ►`"II" 11101 \ 1 \� \\�\\ \\` 1 ' \ /// /// �®
I III \ \ IIII \ ?so- _ / // I I lI I I I I I w XPZ5-7s ( 1 // o /��� I// / �// I i \III I1111 I III 1 I I I II IIIIII II \ \ I II 1 I1�111\ 1 w\\\w Ip o; \\ \I I \\\ \ \ 1 I \ \ / / / / \ \�
/ III I I II\ \\\ \\\ ---- /// / I I \ N D-13 \_�// 30 / , I �� / / /I I I / /IIII IIII /// III IIII IIIIIII _ 1 \ \\ II \`\\\,� I c,,llcw„\\\o\\\0�\1� \11� 1 IIII\ \ IIII\ 1 I I // /�/ / \� - IIII
I 111 IIII II \\\\\������ ___ ;� = !� /// // / / 1 to I I I I I 1 \ \ --- \\ / / ( STRONG // /� \ � \`��,/ / j/ / / ) I / I I IIII II11 IIII I 1 I 1111 / IIIII 11 I III 11 � \ -� \ 11 I ► o �+1 v110 \o \\ \ 1 IIIII\ \\ \ IIII \\ I l \ I / / / ��J =� �\\\\
/ I IIII I IIII\ \\ \ \\� �6o ---- XPZ5-6D ///// /00 / / 1 I� I 1 I I "� \ \ \� - �� - — ) �//'D-5 // \ l \ / / // / /I II /IIIIII I I J I /l lI I I II I C / " Ir+ 0, o0 0 1\ 1\ \1\ �I 11 I 1 \\ 1 \ �1 \\ \ 1 I I \ \ / // / / 1, / \ ,
/ / �// \-% �� \ / / / I / l Il I II I I ll 1 /I IIII l / I I 1 IIII 11 1\ `� > /- _'I� ,� �%Ito ?I111��1111��1\\\`\\\�\1\II IIII 1111 \\ \ 1 \ \\ \ \\ \ \ /// /i \�\
IIII I 1 \ \ \\\� �� - ,�o , ti / I I I \ ` \ \\ ---- / \ \ \ ,\__, �- I J ) / l l I / I II - o \\I \ I \ \ \ \ \ / / /// \
III \ \- "/ / / 1 I \ \ \\\� _- ;// I l / /�� - Jj >:� ll��// / / I ( // / /� / Il Illl//// /Ill Il, l /,/l//I/ )11 I \\_ -//- o -_,- .¢Ices, ► ►I II \\\ \\\\\\\\11111111\\ \,I \ \ \ \\\\I\ \ \ \ \ , /�1 / //,
III 11 \ \ \" (`ti/ / / / I I I I I (I I \ \ \\ \ \ - �o I o 1� �\� - /� 1 I I�/l / ljl/ IIII /l/l� IIII / l/ / //��� \ J l ��`� /) lj III I111\\\\\\\\\ \\\\\\\\\\1\\\\ \ \\\IIII \ \ \ \ /NI / /�
I I I \\\ \ \ '7 �e \__/ ( I I I \ \ �� --_ \ \�- �__3 I I ( %I� o� `_� / I ( / / I / `� \ ����/ III \\ \ \\ \ \ \ \ \IIII \\\ 1 1 ✓// / / ///
II I I \ \ \ \ �, / ) I I I / I ( I I 1 \ -__:-_ �I v C / I I l l l // lj/l /�/Ill l 111 III / l 11 l/l I I/l� 1 `4�0 ( I I \ \ 11 \ \ 11\ 1\ \ \ \ \
/IIII \\\\\\ \\\\ \ -- �� / l I I 1 1 I I I 1 \ \ \ \ \ ---- _ - \ \ \\J / � / I 1 / / / / / / I I/1 �l lol \ ��/ \ / ✓)\ \\\ \1 IIII \\�\\\ \ \\ 1 \ \ /
/ I \ \\ \, , \ PZ5 6S ./ / / I I \ _ , // / III I I \ \ \ \\ \ \ II(- \\I 1 11 \ / / /p/
/ I \ \ I I \ \ I \ \ \\ _ - MW-1 ss -!� )I / / / /Ill / / / ' / f. / ) J ( I I III\ \ II \ \ �\ \\ \ \ \ II \\\ 111 \� \ / /�
IIIII //////////l////l/o �ll�o/lI \,\ � \I II 1\1 II IIII \\\ \\\ \ \1 \1 1 1 \ / ,
/ 1\\ \ --- --__ 1 _ \� ( // / //� / / / o///'� / / / `\ ��\ / �l I I\\ N\\\ \ IIII /// /1
/ / \ \ \ \- / // ( \ \ \ \ \ \ \ Pz5-MW23D 320 "\�� / / /// / /-� o �o //"i / /� I I' I I \�s�,G s� \ i %I I I I III 111111 111 I \\ \ \\ \\ \\ \\�II 11' 1 1 / `ti
II\ \ \ \ \\ \ I I � \ \ \ -__--_ 1 \\���� //, / ,// o h 'h , ,/ / I / ti ��� / / I ► I►IIII IIIII \\\ \\\ \ \\ "I ' ' \
II I \\\ \ \ \ \ _/� // 1 1 1� \\ \ \\ \ \\ -- _ ) j I "I _- )I �\_f 1 / /,o ho, AT "i // //// //// /j/j /)/ I \ 1�, � �<( //// /11 II / II IIII II111 \IIII \\I IIII Ill II \�// / / /%/'
\ \ \ \\ \-- 11 --\\\\\ \ - _ _ '/ // l / i 4 / -, ^� l I I I/ 1 I � Im Jo���, ( // l 11 IlJ II I 1 1 I I \ �/
I I \\ \ \ \ \ / I I \ \��-\\ IIII \ \� PZ5-5D - /i // / l / »\ �_/ /- I �� I \"� I �ill�i �lllll/ll/jl/ lI/IIII / (/ �" -�`'I 1 //�//�jl 11 /l/l�lll/Illll III (IIIIIII I \1� IIII I I\ /� / ///
\ \ \ \�- // \\ \ - I IIIIIII / IIIII \ l // I I \
I ) \ \\ \\ \ \ \ / I \-%- \\\ \\\ \\� _ / i/i / // / 1 I / �/ \ /�j \� / -- \ / 1 I l l l l / l �1 ( �// /// I (\ \ I \ /
J -\ / 1 I I I IIII I I I // / i it l l ii i i i i► J I i �i/
r / / \ \ \ \ % // / I \ r \ 1\ \\ I =___-_- IIII /i / / / // I / / / / / / \ I �� 1 �/ I I I I III I II IIIII///j/I Ill/�/11 \ 1 ��, / ///I/ �1111� / /IIII/ Ill / I Ili II I / ////
\ \ � / / \ / ��/ 1 / I I I / / / I l 111 I I I IIII \ /
( I I ) I \ / / (\_ I \\ \ Z-__' / ; //// / / / / /// / / ti�/// / / I ��I I I I I l / 111 / \ �\ l //i%/ / /l /jl /// l jl l// / I I I Ij III \\ \ /i/ /// �%
l� ) _ L� l / i 11 I I I I I I I 1111 /l / I / // I I 1 \ \ \ / / / // //l l l / // l / JI I11 I I / / ///
\ \ ( / / / // / / (---' / I \\ \\� -_ ///i,°PZS-5S / // /i / / / IIII / /� / / /-- I 1((1 /I I ,� ���// , / �1 IIIIIII IIIII III 1 // l l�/ /l 1 1 // / / / // / / / / \ I I /
/ / / / _ �1�/ I \ / / / /%i // I I / l l / ll I \ \ / /// / // //// /// /// / III \ \ /
( \ \ / // / / 1 __�� I I / //� IIII/• ./ i / / / / / / / / / / / / /i' _ oI�%! Il ( ///%% %/lI 1 / // i I lI/III IIII IIII IIIIII 11 l l 11 / /Ill I / 1 I � J J l IIIIIII 111IIII/ ///�// /j/ IIII ///�//-J�/1 \,, II I \ \ // /// �%
I \ \ I ( / _-- / / / / / // // - // / / / / / III / �/
I/ i I� /// / l I l / / l I / / l ll // / / / / // /�/ I ` \ \ / /�/ ti/
\ \ \ \ \ / ( // / / / / /� // // / / / / / // / / / / / /320 / /-� /� l) - /��i / //�l l / / IIII �ljljl ll�llll l l�/l 11 l/// I / ( // //// / / // / ///�/ ////� / / Ill \ \ I //I /%,`L
\ \ \ / PZ5-20D / /j/// / / / / / / / /// / / / , / / ,,�//,�� /� / -� /%� / /�j/ / / � / /l / / l/ / l // / l // J ( 1 / // / // / // / / / / / // // / 11 l //
\ \ \ \\ \ I / / / / / / / / / / / / / // - l _ /✓// / // / l l / ///�/ I/ / // / I l IIII l l c(� ` 1 �� l // / / //� // //�j /� / //�/// / \\ \ \ / // I / / �/
\ \ \ 1 I l ( l ( / //i / / Pz5-4D / X - �// I - / id141121 / // / / / /�/////�/ /// �/ // / // / / l \� \ \ 1 // / / / /// // / / / / // // (1 -� -\\\ \ /
\ _ PZ5-20S l I I ( / i / / �I / J J /i/ l l / / /// // / ///// / / / I I \ /// / // / /// /// / /// n / t \ // ( /////
\ \ \\\ ---- I I I I I ( / / / / --��///�'�-1 //� i� ,� / /J �___ �__= 1 // �/i / / / / //�/// / / /�j / /I �'� \�� \- \\ I //// / // ///// // / // , ////� / /� �� )\\ / / ////j/'
\ \ \ \ \_- _ I l 1 I I� l I I /% /i' //j/ l /// - i ;/ // / / /� Z// /// ,�/�j/ //��� �\ \ JI IIII/ /� //�� //�% /%////// IIII IIII /S�\��/ \ // /�//�/\
\ \ \ \\ ( I l / / / �--- / I ((Mw-2os _--- / / / / / 3 0//� // // / /i i/i / / l ����a \ \ \ /// / / / // // / / / / / / \ /�, `-\ /
\ �) I l l / l / D-11 / / I / / ��/ //i//��i"11., / //� / / �/ / (/ / _� \�l ///ii� '��/ice/ i/�i /� ) / �- \ \� _///� / / / /// // / / //// / // // - " � \\ \ /� � \ / ///� )
\ \ -� -�, / / / // / / /, / SMALL / I ( (( / // / I / � � / / y0i�/% / ��//i/� / (( _ \ IIII/ / / // // IIII/// /// // // /// I %/ \\\` -
C - / � p I r / / - -/ii/ 3 / / / / / / i \ ` / // / l l // /// / / \ 1 - \ \ / //// / / /
/ / / // // / / /// / / / / / I \ \ / -��/i l/ �✓ I \ l ( / 1 ///," // \ / / //i/�//�I3�� ;/� ���/�� �) // / //^ \\\ `- / // / IIII //////// l// // / IIII/ �/ // I //%/ // \� \�\ \ \ / \ \ //%/ /
I / / / / / // � / // / / / \ 1 1 \ \� /�-%� / J ) -� / /%/L / / I / (� / / // / i�//'/ y0i/ /�� / i / /, / /// __ / //// // // / IIII / // / \ /, / / //
I //// / / / / /// / 3 / - / // / I \ / (\ \ \ \ / // /// I
/ / / / \ \ // � / / / / //i � i, i O ii / / i / / / //��� - \ \ I / ` / / / // // l / l 11 // / // / I //%� �1/� 1 t � Z� \ \ \ / / // /
I / / / / / / / // / PZ5-3s \\ / / \\ / ` j / / ���\ / I / /i%/i/ / �i� 6�Oi�//// / /i % �_�\�\,� \ / // ////////� /l�l/ IIII IIII / / I /1 / „\ L \ \ \ �/ //�/ / // //
/ / / / / \\ ` / / / � \ /i_- / ) I / �o / / / / / j //�//���� --, PHASE 1 / \ / ///,/ / / // l //� // / / / b/� / \ \ \ / // // / /
/ / / / / / / � / //// / \\ r / '�ji�i// / /./ ./�/�y1i j/ // ��/ /i/�i� i-`� \\ \ // /// / /// IIII �// // /�// / �/ // //, / I / / \ / I I �\ \ \\ \ /////�// I 1
11 / / / / // / / / / / / / / / \ _ \ \ 3�0 _ �' _ // / �/ / \� ��� ii/'- I / //� /� �/ /iiii/%� / > / // / / \ �\ \ �) / / / /i/ // // / / // / // / / / `" / / 1 - �- / I I / \ \ \ \//%// / / l
/ / / /� /` / i/i / / IIII/ / / /r I
/ / l / \ \� / / / / / / /— __ // / / / / /ii / �i�� �i/i IIII < ��/ / // //�i� ^�� \\ ,) / �/ /I / // / / / / l \— - I %� \ / J I
-Uw l 1 I l l l l l I 1 / / \ - / / /// / / _- / / /�/ i /// //i / /� ��'�\ / // / /iiii/// //j��/��j% // jj / �/ l ( l j/ /Il \ \\ \ \\ //� /// /� / l I
`� l 1 I I l l I I 1 (I I I I ( / / o � /�i //i//// / / /J' I%' _ //'������/�� '�ii!i� ///� //"�// //%///i'�/ // _;_�\\\\�\//l////�rr////// �i��//i / /� / / / //�/� I \ \\ \ \ �ii/i/ / /
/ I I ( I I 1 I / \\�— �> / / / / / / / /� _) IIII // / /�� /" i�i��/ / / / / / 4//�i //" — I �/ / / // // // // //// /// / / l I �i \ I/l /�( \^\ \ \ IIII/ l `('
( I IIII I \ I I 1 \ - / /� // /� / l / / ,--___-_ / �i�%' /i/% // iii' 1 / / s�i j /Si /ii//// 1 1 // / / //// // /� / / / /
/ / 1 1 1 I I \ \ \ \ \ D-10 o \ \� // / �// / /// / / /// /_%�,//�� _ \ // /���/ //i / ����� �// , // / / / /i/ --i III \1 // // // / ///,/�/���,/�//�/ /j//�// / / / 1 / IIII \ \ \\ i�i/ % // l / l
/ �I I /// // // / / ,/ I l
\ 1 I \ \ / — / / /�,'/ / (� / / //o ///- III (/ / / / /� / / „ /rii,/,i// �i / \ 1 \�\�_ IIII /i / / J
,�\ / I \ \ \ \ \ \ \ STRONG �� �— / / / / / / / / /./ice/ / /i'-- — / �/ //i / / // /// / 0 / I I ///// / / / / //// // / / //
/ ) ! /� %��/ / / //.R / _ I III/ / / �/ / //////�/ / l // \ \ -�/% / / / " _
\ \ \ \ \ \ \ \ o / / _ i / /--- /iiii/ iiii /�i ��i / / / / // / / // / / / l i�-_- �\ \� / / / i /
\ / \ \\ \ \ \ \ \ \\\ /� _ /// / / / PZ5-1D// / \ l / / ii /� _ ���� ,- I /,//�/ IIII/ 0 / /IIII /li�lll// l / / / // // / / // / / / / �_i ��/ / /
��\ 1 \ \ \ \ \ \ \\\ \�-' /� D-9 - D / i_ / /// i /�,� �—i IIII I /// ///1 / /^ - III / / // l // /, / / // /�////IIII // / J _ �/ / i / /
\ \ \ / // i i / / \ / \��// ' �/ _�� �� l / `� / j///, IIII / D� I I ` l / // J // / / // / / / /- I� \ _\ �\\= -=�/i/ C �/ i
\\\ \ \\ \ \ \\\ \ \ \ \�/_/ \ \ _ -Pz5 2s, / // / / �/ /-----i'�� \_� \ / ,//�i��i� ����/����s 5 I / / 5 / / �ii��/�/ /� �' /ll� l / l 11 l /// IIII/ �/ // //�///////////� / / _ ��\ \ -_� /
\\\ \ \� \ \ \ \ \\� IIII ` \— / 1 — _ _ / / �/ / l// / / �� ��� ) / // //%/ i�i�� �_ I t / /_/� / / //��ji�/ i�i// // ///r� /�y� \ -� IIII l I // 11 l / l/ l 11// IIII / j ///, IIII/ // /// / l /// l // l I / ��__ \� --- s / ,// �\
I \ \ D 8 i /� / i� ` // / _ \ \ / ` / / / �/� //�/ /� /�// ///iiii �, -- =//�/ C'/i I I 1 1 l / /l / / // // j IIII / /�//// /l I / / I /i - ���
/ // / / /// / / /�
\ \\ IIII \\ \��\\ \\ \ j/ I I ---- /// / // // // // /// / -/ �- \ // // I //i ��� �/ // �� ���_ //�/ // / ,IIII i / J/ l l/ /// // / I / / / //\ // G/// //�i�-� / \�-� /
\ \ \ \ \ \\�_- \ \ 1 /� I \`------>/ /i / / l / / / - 1 (^\/( MW-SD f /ii � � J_// / // / /� ,- // // I� �¢?o_- �/ / I I // / �// // / // //// / / ///// / �/ / \
�. \ \ \ I - /// /// / / /// / /\moo // (/ III - %\ /i� 5 / /// / /ii�__ �i//i/ii /i/ �/ lI \ ,,,-_-i/ I 1 / l l / / / l / / / // /// /,
\--- / 1 I \ �- - / /i / / _ _ o I I l h\ /` / t / // //i / /i/ // /i/ / I l l l ll l l IIII / / / �
/ // / \ I '/ / // / // / /// / // /
\\ \ -� 1��� I ) \� \ \` ---� / ///////�/,/ / �, ///// // / - \ \ / //� � �)���C, ( (�/ �/ % /�// /// /�//i� / I ��/ i-- /�lll/jlli/l /IIII/ I� IIII/ IIII// IIII/ ///j/// /� / /�/// ,.��j�\� / \\ �_.-�r�
REFERENCE \ % ///�/ / / /j / /// /// / /�----- \ )/ // // J11 L \\ 1 / // / / // / /�//// //i -� / �/ / 11 / l�/ / l l / l / // /l / l /l // / /// / / l \ /�/ / // /� )I / \
`'� �''- / // //�// / /// IIII/// / / _ /J IIII 1Ir I \�_��\\\\\\\\�\ ( l I (((/(�( \�� ( <��i /i / IIIII l / / / / /// /l // / // / /// / / / // /, \
-� o I 1 i / / / / / // , // /�� - j /� /� /�/ IIII �\ �► \�� \\\ \ \ \ \ < \ / �1 \ \ (\\ \\ // (� / l) 1 /IIII 111IIII l/ l l l //l l// // ll/ / / //� // / / 1 / / ////j \ //� /
`__- / .,( / / /// / / , / // / I I \ \\ \ \` ( I I \ \ \ \ 1 1 \ \ IIII`\`\ / ) �' 11 lI / l l Ill /Ill �/ /// IIII IIII / / /// / / // i i/ /r
1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL -� I ( _ // / / '// / •G / // / / / / / / / // // l ��' I MW_ \\ \\\ \ \\ \\ \ \ ( \ 1 I \ IIII\ \ \\ /// ///// / / // // / / / / / / / / )� / // / /
WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING I \__��% IIII / /// j// ////////%� / ///�/j///// / /��////�/j%/�/ / IIII\ \�- _\ " \\\\\�\\\\\\\\\\ \\`\ \\\\\\\\ \\ \\ \\\\�\�\\ ����� l/ 11///ll//ll/ IIII //IIIII l�l / IIII ///�////�//// l/ I / // /// j/ / �/� / ---- ��\ \
CONSULTANTS (IMC JOB N0. 16030); DATE OF AERIAL PHOTOGRAPHY --\ I �/ /�// / /// /// /�// // / / // / ) / ( //// // / I \\\ \ \\ \\\ \\ , \ \\ \\\ \ IIII\ \\ \\ \\\�\\ \ \\�� /ll�ll l l l //�/Ill / l'l/ �I /// / / IIII / / / / -- \
FEBRUARY 27, 2016. -\ \\ \� // / / / /� //// / �////// ////�1// / ' / / // /3p0 ( (((� ( I I \\\\\\\\�-J�\ \ \ \ \\\�\\\\�� \� IIII\ \ \\\ \\ \ \ �\ f ' `� \ IIII l//�// l l / /l l lI ((Ill / / / / / // / l /� / //X / '--- 1
/// / // // /� \ \\\ I \ \ \\ \ \ \ \ \ \IIII \ \\\���\\\moo\\ \ I 1 // // / / / / / /�/ / (1 /l / / //l I I l / r/ /
\\\-%- -/ /� / //�// //%//i/�/ IIII /ii /OOi/ / / / 11 1( ( I I \ \\ \\ \ \ \ \ \\ \\ \\ \ \\ IIII o\\\ \\ \\ \ \` \/l�jllll�l/l� �/ ////I 1I)I11 /II IIII j�///Ill / l 1 //% / / / /���/ )- 1 I I
2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: "'`'a+ ��__ \ /// / // // // / ! / �1 1 I \ \\\\\\//�\ \ \�\ \\ \ \ \ \\ \\ \ \\\\o \\ IIII / l/l / IIII l // // Il / // / -_��� I
o� D 1 / 1 / l/ /// / /X //� // /i // / /// / / PZ5-19S` / \1 I I \ \ \\ \ \ �► \ \ \\ \\\ \\ \ \\ \ \\ IIII \`,fl\\ \\\\\ \ � \ \ \ l\ (�� /�////,,�o/ 111 / l jl /IIII// /// % / /i it //)1 I%I 1///// /, / /// / / I
I / /� / /� I / /ii // / / , \ \ \ \ \ \ \\\ �\ \\ \\\��\\\ \o.\\\\\\\\\\\ \\\) \ ��//� /IIII I l / l l /4 /// /i,- ///l I Il //l/ l I �i // / / � 7 I I I 1
3710644500J, 3710644600J, 3710645500J, 3710645600J. ��-� 1 IIIII ///////�//// // r1 I \ /i///�////// /�/ / / / / 1 I I I l \ \\ \\ \\ \ \ IIII\ \\ \\ \\ \�� \\\o\\\ \ IIII \\\\\\\\\\���' /////Ill l/�lll�Ill Ill �l /////� / / ll) ( l/ l I / / / i� )
( I / / //(// 1 `1 I \---'/ / //// /�//// / / / / o / 1 1 l 1 \\\\\\\�\ \ \� \\\\\\�\\\\\\��\ \o\\\\\\\\ \\\\\\\��\ \\\��-�/// ///�/o / ////// / / l/ i /� / I(( l / /l / �� �� i 7 I 1 1
3. MAGNETIC SURVEY TRANSECTS BASED ON MAGNETIC SURVEY BY GEL \IIII\\ 1 I III / l /�// ( I ( \ \ �� / �/, // / / / / / 1 \ \\ \ \\ \ \\ \ \ \ \\�\\_ \ \ / / ///g/,1y ///�/ / // 11 /IIII 11/l /AK' /J//11 f 1 / / // / / ,//� / / / ) I /
ENGINEER, LLC. PERFORMED ON 2017. , ' \ \ \ �\ \. i I I l i I I I' { I I 1 \� \ 1\ \�� --= ' ,��///�ii//i/ / l l l �O / // i (� \\, �\ \�\�� \�\\. \��\.\\, \\\,\\`s�\I '\ \\��\\�\\\�\\\\\\ \\\\\\\\�.� IIII .. / A/ / // 0' %l/l /IIII I ////ll�lll �l // l 11 / /%// jl I ( // // / /� �j %�//� / �- / /
7 6 5 4 3 2
NORTH
/ / --, ---- _ — ` \ ---
= \ �- //i/
/f I� /, /
-� �
\\
\
/_^�
1
1 �
cc
U
w
oc
z
N
w
cc
Z
0
F
a
fr
0
cn
W
0
W
a
0
0
z
Z
J
O
a
U
H
m
O
Z
O
Z
Lu
m
O
W
Lu
0
cc
m
=
V
Z
O
a
0
H
Lu
Z
6
I T
^ N
� N
rl Z M
� °� o
M o i.
0 m N
t
U o00
0
� a x
Li
N CM
�y c)
r N O
0 � M
0 ❑ N
� o
0 > a rn
, t
W a
4)
0� U
0
0
am
T
•�
Q
Lf)
Lu
=Z
a-
J J
J �
°C
oa
ZU
Q =
J H
-
V Z
0�
OO
OV
Lu Z
aO
�Z
Da
2
LL
O
Z
z
O
U)
Z
a
0
0
U
U
=
U
m
Z
�
N
cn
W
LL1
T
a
� W_
~ J
Q
co
O
m
Z
m
0
Y
O
<w
IL
Q Z
Q
m
0
=
0
U
W
T_
N
:
o
r
r
r Z
H Q
W
Q
=
a
�
m
H
Z
�
o
Lu
o
c�
o
0
a
FIGORE
L

I
m
N
z
N
a
a
0
U
N
J
�-
a
lb
a
:a
0
m
N B
►0
8 7 5 4 3 2
1 /! /�
- i /// /\� - - ~\ --�_ _�\\` \���_ _ ii i/ ♦ , //i�j���i���i/ �i �Z p.j- ) I I I \ \ \\o � I I / I
r \� - - - / .� </ // /, 8 I �I' I I I I \ o I/ l I/ / 1 I I I
/ / // l I - �= \\\\����_-��_�� / ♦ ' / / G/i'�/%��'��i//ii' �'�� \ I I I I I \ \ I I l / I I
�/ / / _` ------ \\� �_-- //� \ / /��ii /ii I �//i/�/ /// /_--��\ \� PZ5-17S I I � 1 I 1 / / / \ \ I I
�/ _ - - �\ =-� // \\ ��i�i�/ /i�i//i/ /'/ice%// / / / \ I \ I I / / \ \� I / / / \ \ \ \ \ \
- \ - //
/ ----
_ //// / / / / //i / /
- - -- - - / /i /l/ r/ / /�/ // \ \1 11cw: I l \ JI o \ \ \ \ \ \ \
/ \\ 1 I \ \
/ / - '------ _ r'' ` J //�I 1111 j ///// �/� /'i //%-1 "I - _�7 \ � 111 II I I \ \ \ \\ I Il I I /ry i/-\ \ \\\\\\ \\ \ \
_� / - / / I I // / � \ \ 270.37 II \ \
---
�/ ��� ---___ 1 �. // �%�)J \\\ I (I I l /� z /�// /'00 \ I o I (\ \ I \ \ \ \\ \ \�
NORTH f- . / /�%- -- -� \�`\(( I/ / / //�i'�3'' \ \1 ► I I INI 1 I 1 I \ \ \Mw\13s \ II I I I I / \ \ `\\\\\
�_ � /// ,, — � \\ \ I / / // --� III 1 I I `1 '\\ \ 11III I /♦ \ \ \\ \ \\
t r �/' \ o I 1 \ cw: \ I I I 1 \ \ \
- // - - \ / � / /.,/,- — - -_ -: Ill Il // 1�� o� \ \ I I I III I I I \ \ \ 2s2.2o' % 1 I I � \ \ \ \ \ \
// / \ / i/�/ ��� \il� I/ / l l ' ,3 I III I \ \ I I \ \ \
/ - / \ / / /// \,\ 1,, II / / / I/ - I I \ I 1 \ \ \ \ III I I \ \ \\ \
////ice i// // = __�\��\�ornlly �I I I 111 I I I I I I \ 1 \1 I \ \ 1 I \ \ \
/�� �/� ///%-_ I I \ I
/ P /��--I �// : — -�\\�� col,\, oll I IIII .r I� X PZ5-16D I III I I \ \ '�\_) I \ 1 I 1 \ I I I \ 1
�/ /I /�/�/iiii%%% % -_ = ��cw: 1 I I 1 ►� Gw: / I I I I I I \ I I I I
/ / / / // - --- , 1� \ I \ 1 `\ I 1 1 1 I \ � \\ \ I/I I I II I II I I I I I !
/// // /i� i / / / / --- - 262.os \\ \ \\ 2s4.45 I I I I I I
J --- \ 0 1 I III I I \ I, I ,I1 , I I I 1 l
111///�j/�///I I1IIj / / /i I�� _ PZ \; 5\\�\ 1 \\\\\\\ \\ \\ 31 I 1 I I I �\ \ \ I I I N 1 I
/X // _ \ \\ \ \ \� III 1 \ 1 �L // I I I / / I
j//�j�� III I / /��/�� _ �.0� \\ _\�\\ \� \ \ \\\, I 1 III I 1 \ \ \ \ \ 1 I I I /1 1 1 I I I I I / / /7` /
���/ ��� - 1 I 1 / /� — �� \ \� _=_\ \\ \ t 1 I I I I \ \ \ \ \ 1 �/ III / / /
�� J (! _ \\ - \ I I I I I 1
ii, ,/ ��II/ - \ \ J I \ /�/ / /
///,�/i, 11 1/,//= �o �\\ 'C ` \ \\ ` \^,/ / II I I ` \ 1 II! 1 I II \ / // / /
/ j �� ; �I\III a/, /i��-- \\ \`\� - 1- 1 l\ \ \ / I III i \ \ I I I I I I ! �'" / 1/I ` \\ /' / /
/ / , // ,�1 iu,I//,/,I_ \\\\�\� -- �`\ ` \\ i I I I I 1 \ II I i ) i i 11 ,-- ' I/ i 1 \ - ///// /' /// / 1
/�� / // / Il // _ \ \ \\ \\. / \�, \ � / /� I I I \ 1 I I I I `_ ,/,x/ \ --280 / / / /
r �-MW-14D ) -
//!/� / /_== 11 I '- \\\\\\\ \ / �/ \\\�- \ / / /)I \ I I I l 1 1 1 /-- \ \ �/ / �/ / I
\�----'%/%�� �// / / //`� `\\\\\\\\\ \ GW: ,� �, \ // z �// I I I , ! / ; \-/ --- \ \ \-�-To ;/ / / / /
l\ // /%��/j��/ �j/ //ice — I/ / / \\ \1 1\\\ 284.65 __-/ ���\// //// /--� \ \ I / /� / '���_- \\ \\ // //�// // I
\ / /� / /ii % \\ \ \ \ \ \ y I r I (/ �--���\ \Ill / �/ \ V / �/,
/ // / �/ / /�_ \ ) l \ \ - \ / /�l. / / , /
\ / / /////ii,� PZ5-1. \\ \\ \ \ I I �%5- �\ (\ ( /�1 \\ \
/ /ii/i/ii// // , IIII cw: / - - \ \ \ 1\ I \ \
1 /// /// j /�//// /�//��/� ��\\\\ \ \ \� I�- / �I 1 I I �r r IIII 1� \\\ \\\\� \ / / /,/ / / / // rl
///' - ' I I /' I 1 li it \ \ h �\ / /' / ,��° /' ( �_
///ii� / I I(/(/''/ i ,!r ;/ /- \ I / ��/ \\ I I I I , I I ► 1 \ \ \ -1 / / / p \
\ / /-�\ III I I ' / // --- - \ \ \ I � \ I I I / � I I I I \ � � / / / I\ ( \ `\
♦ I / ��/ \�\\�,�)11,1 I , I I I / I �\ �l ) / PZ5-27D ) � I I / / \ I / / / I I \ \ \ \ o I ( � � ti� \ \
1 11 ///�/�//- I I 1 I (I f / \ _ / �J I \� I I \ \\ \ o / - \ \
/�/i III \ cw: I\ I\I I i I/ / -\\ \ I V1W-15D 1 II 1 1 L I _ / I \ j l 1 I \ \\ \\ \ N I I 1\ \ \\ \ \
/ / r /_ I I III / cw: \\\ I _
//,��/i - -\,. \ 111 I 1 I / l GW: N A I\--) I � \ - 1 )- / ! o \ \ I \ \ \, I I
/ /� -�\�\ \ \ N A \ \�i 1 to ( I / //;h I \ \ 1 \ \
l j /�/�/ / ;�-- \\ / I ( J I I �J �_-- PHASE 3 � \ \ I
I % �// /, /// i - �w NI 1\ \ \ ' ��so\ \ 1 . \ 1 \ / / r 308.33 �� \ T // / l I \ \ \ I \ \ \ I I I /
// /// // / �---\ \\ \ \ / I I D)\ \ \ \ /
- col \ \ \ / / \ \� I l
/ /i�/// � / IIII - �- ��� 011 \� ��� � � � 1I I\ \ �. / / ��/1! \�\ \\ \\_ J // �/ / I I \ \ \\ \ \\ \\ � I I I / / -- > �-- ,� r � - �\�
/ / //, �i/ ///�/ _ \ of I\ ,1 �\ 11 \ \ \1 \ 1 \ / / � \\ \ \
/- // // / \ \\ \\\ 11 \ \ \ / 7/ / / / \ \ 1 \)\ I /�/�/ / / I /1 I \\ \ \\ l \ \ \ \ \ I l I /% \
/,,� �,,/, -- , ' o \II \\ \,►ill IIIII 10\\\\ \ \ \\`\ --'/ /��Z /,, �� � ��� j %, 1 ( \\ � 1 1 \ / �\ \
/ \\� \\ \\\IIII \1 \ \ \ \ /-� // r/ )� > / 1/// �_< ( I \ j I 1 I I / / \ / ///// \ \ i/ -)
/ PZ5-21s \1 \ // // , II -- � / z / �-- i
/ j , - 1\ \\\ (\�\ \ \\ I I I 1 \ \\\\\ = r/'1 / , /III I /, / -/ / < - �- �) 1 I I / , --\ \ I /
///i/ 2s7ss O I I \ / / o / / i ( I I --- I \\ \ \\ ` I / // / / t__ I I // �/� ) \���' ] I I (/ /(/\ 1/ I n
/--------,/ ,/../ / -- .\\\\\\\\ I\\\ \IIIII 1 \\��\ \\ \ -c i r /�^�°�ii� �JII / I //\\ \ I I �\ - �I I 1 \ / / / / � / \ \ L)
( /� o° ///� /�--- ;� \\ \\ \ \ 1 11 \ \\ \ \\ �� // �00, I \� (I t ( 1 �\ \ \ \ I / / �- - I / / 1 �/ I ��r _ l 1( i I I
/ ti , / / /-- \\, \\ 1 \ \ \ / / / ti (/ I / \ ) /� �� �__�-= I ���I \\ I I 1 I r / ! / / i o l / / //�_�
- --__�
r iii /i �� �,�/// // \\ \\\ \ 11 \ \ \\\\ \ \\\ �i ,i � ��/ �' �� I 1 `„ice/ /\�/ / / / l/ I / \\I I I \ I J � -� / / � /� \ I , / / I ~---\ \ I \ 1 1 \
\ ( / /////� /// // �/� / /11 / IIII ��1\ \\\\ \\ \\\\ \\\ \ \ \ \ /, :PZ5-26D / \ r I IC\ f / / /ice\ \ \ I
\ _ �//� \ \ \ 1 \ I \l 7 / / \ / �/ / \ \ / r
/ /l1 / // /// / / // / IIII /� \\� \ \\\ \ \\\\ \ \\\ ��' �cw: �/\ �/ \\ ( I \W /%�// /\ \ \ \ \ \ 1 I L 1 ---- / /( / ' �`-� \ / I( \\
I I / III ll l� / IIII - ( \\\ \ \ \ \\ \ / ///� N/A 1 _ / _ \\� J\i ` r \ \ \ I \ l Ji 7 / // / / �'� ,1 \ \ 1-- 11 I
I /l/��\ I( Ill/\' III IIIII 11 \\\ \\\ \\ \ �(( //-;� I �� �j 1\� n\\ \\\ \ I ( r /� / /-_I I
�� �r I \ / \\\ \ \\ \ \ 1 II X I / I ��l --/_ �� rim;! 1 I ` I /
/ /// /�\\\ I \ `\ \ \ I\\111 I I (� f 267.18 \\\ I \ \ \Ill ) r / / l _ //1 \ // 11 I 11 / /
/// ��\ \ \ \ \ \\ \\ \' �ti l /) r�y��l1 ` \ \ I \ \ \ \ \ l \ \ \ I I \ \ o� i -�� - J_- I�/ l \ \ I /
\ \ _ _ u� I \ \ \ \ \ 1 ----_ (( �- \ 11 l I l /
/�- // ii/�/ \ \ _ // I// 1 1 \ \ \\ / / J�-. f r \ I�I�\ 11 \ cw \ \I \l \ o II II \ \\ \\ \\ c/ I- 1\ljlll I \ �� \�_� �� ' /�l j l/ o
/ / /��/ /��- \ \ \\ / // \ \ \ // � - - o \ I I --- \
// /� /�/ / / /// /i/� \ �// �!l / \ \ / 276.53 �ia�\\� /� \ \ ,\\ w 1 o I I 1 \ _✓ 111 ( I( >> _ �, � I I h
/ // / \ \\ I I/ l l I ` \ \ / �/ / / i f / ��===�_ � r� ,\ III I I I I 1 \ , , C� I lr^ IIIII / _ / o / / / / ry
/ \ \ (/ l .?, -- / ) \I \ - I \� I I / / \ / / / (1 1 I I I 1 / I N
\ I / / 1 t -- \ i � \-y o` �i% I I 1 1 I / �' Jj II I)� I 1 III` _ � I, \ ( ,/ // // / /
,�i, /i/ //IIII./; I \I11 I11 ( \\\ \�_ =2zo� \ \ \ / //�/ / ll I� /� / �/�� ;(/ \ - / /I \\ I / / �I �I r/IIII I I I 1 I 1 \ / ;,,�J/ / I I II ��� z /
�i// / / / \\\ \\\ \ \\ z9o= = // // �I ✓ \/ ) (I� (I �\� I / / \ I ; . I ( I I I f \` �,/__ /�i� <\lI I I I I I I 1 \ ) / // /
i//�j///� /r \ \\ 1 / J � ,r�)/ 11 I I 1 - /\IIII o \\� /
_ '/ /�ii/ /i/;/ 1 \\\\\\ / I I 1 \ \-_ �// /l/ //II ill J \ �(t� (1���� \ /'�al)�� Ili II I I I I 1 /, I I 1 I I I i __=� �� _/ =_IIII IIII I ►� 1 1 \ / / /
- %�� // /ti6 / \ \\ \ �\ \\ - /// / / l I `\ -/ I /l lg111 I - -� � ( (�/% \ l�l d1 I J I I I I l _ _ ( I I I ( / ( /
/ \ // ��i I I I\ �/� l I 1 \ \ I _r- �11 II / I I I l // =__ - '� N o \ 1 // / /\ / /
/ / / // / W N N `� a / // I I // / //� ��\\ \` \ <<°' \ �J1 I \ (^ \)1 I J % _ / =-1�� ----- / N �011 \\
/ , //� ��� \ N oo , / /�/ //� / / // _ _) ll �) _/ --_ __ _ to \ 1 /
// / /, // / /ii / o o� l '%�/// /i IIII / IIIII I I111 ((( ) >>n11) 77 l t / �� \ I I �- G __-_ i- o ` \-__`\\ J / / �'
'� /� // / , ///x -- i/ / - o o ///X / / I I ( l \-�/ j h "� � I \ / /,/ //l _ �- N I o, Ifs \ of / i i / S
�/iI (�/ /// //ii�/i / / \\\ 5-1 /1 / / / / " 1 \ \- J- /i� /IIII / IT ��a / «II\� �Slll � �f 1 III \ I / / / // / �_- - �- -\ o \ �\ 1 \ \
// / r / / / ` V I mil/ _ \ I �/ \ ( % / //i - _ , 2 �- --r-_ I I \ \ / / �/, \ / i
/ 1 / �� l�- / I I \ - ��
IIII I / // // //IIII // / / Gw: \ IIII I // \/ice / /11 I V /� 7 -__ , I I \ \ 1 / / / , / / ��\ < /
{ 1 II / > \ / / / _ =z------\ \ IIII l 1 I / / \\
/ // / /� / , \ 254.7s �\ I I I I 1 (\ � �/ // l I I \f < )ll /) ��_ _=\-- -
�/ _ 1 I �� �� - _
♦ -_-IIII/ /� // // /// /i/ / / - \\ \ \\\ \ - // , �o I I \ ) / \ II \J o / �� � �--- - \ -
,N�/�// // /// // IIII // / / /// / \\ \\\ - _%i/� V \ J r / \ `_ %7 -/ \ \
/ / / \ \\ I / I 1 l r // J/ ( / 1\ -- _� J - \ o \ \- . I - \ ///�///l�/ / / / \ \\ �\\\ //
/ // / / / / // / / %/ // % ` \ \ \ \ / /� J� 1 - ji / // / \ \ \\\ ,
I / /i / , / /� / ti /� / / / \ _/ 1 1 I l\\\ _ i
% l % // /�� // / /ii i / /, �/ /% / \ ' \ \\\ \ --./ /i / i \ \ - =?-.- l -� \� =�1 � 1 \ Jai\�— --- 9il , \ \ \ \\ \ I I (I// / \\ i /�-� / / �� \ \��J///
I I �� / /
/ / /i IIII /� i // /�// O- / %' 33 �� \\\ \ oi'� ( I iN �� r -�=� \ \(, �l I 3�0 �� �� o \ \\ - \ I IIIII �.�� i� / \ \ \ /
/i/ / / / - \\ \\ \\ \\ �> > \ I (11 I I�� \/ /�\\/ \ \ \ \�/ / I
l �ri/i//ice ///�///ii�'/ /� / ti/i /�_ _ �\\\\\ \\ \� I / GW: __� Z \ r�\� %S \ / ���1 -_ ri!;_>> l \ \ \ \ \ \ \ I I IIII II �\ \I /�/i/ / `�
///� /// // //,IIII //�i/�i \\� \\ \\ \\\ J I \ __ --- --_ \ 1 \ %- = _ - \ �\ \ l 1 IIII IIII / i IIII / /\\ \ \
l ////r /i�/ / / / / \ \ \\ \ \ -_ �_ \ \ 1 �i� \ \ \ \ \ \ \ \ 1 I I / \\ I / \ \ / I
/ --�-�\
i _ \ \ \ \ 1 , 281.63 - 1 I \ \ \ \ \ \ \ I
///// / //////// /�////////�/%//�/%j/ /�% �Z5-10D-R\ \�\\\\ \\ \�a„ ���\\ \� \ 1( �\ \�\\ \ _-'-_ \ / / / / i''\ �' ,/ \ �% ��,; =' \\ \wl \ \ \ \ \ \ \ \�\�_ \ 5 I I IIIIII I (/ /`\ \ (( \ 1 1 I
( ///l / 11 / /// �i / ////// /ii /IIII /i� �i /i" cw: \`� \\�� \\ PZ5-11D1 I\�_\ \ \\�\\\ \ \ - - �\ \ > l l IIIII\\ \ ��;_-; �►\\\ 10\`� \ \- \ \ \\ \ �� \ I c� I, I II I I / \ \� ` \ /
// / / / // \ \ \ \ I 1 ) r0� 1 II �-- \\\ - \ I l \\ /t I � _� wo 1 \�\ \ �_�� - - �J \ - \ IIIIIII 1 �\\\ \\\ \ \ -y'- ---- \� I I I ( I I
I � ll / I f I I I 1 Ill / /,/ // //// �- , ., / N/A \ I 1 II I I -- \ \\� \\\�\ \\'-- A\- \ \ \ I / / I 1 r 1 \ /) � �, � ice'/ \ \ I I \ \ \_ ��� ____�� \ \ -- I ) I I \IIIIIII( IIII \ \ \ \ \` _� \ I I I I j
I II11 III II l l/ %/ ///� // /�/i ////�ii/j'/i// it I I111 11 Ill/ = \� ; \\\\\\ \� \� - ---- - 1 \ 1 I / I / )1 ( / s���=_,^y_� \ I ` _ I / (I I I III \ \ \ \ (-' \ I / I I
\ \� I I 1 \ �- --�--= \ _ --- 1 1 \ I I \\ \\ \ II I
l l / /// / // //i �/ / IIII / \ cw: / I/ - \ -__ \ I 1 I 1 I I )�/ (\ / \ \t C //- \ 1 e - \ --- -- _ --\\ --' I I I I I�, I I I I \ -� / / 1 l
_�� \\ \\\ _\-- \ \ / I ' / 1f / I Ill\\\ J� \ - _ - \ \\-- r> I I IIIIII \ \ \ I
1\ I II l Il / // IIII /j/ IIII/ IIII// / , / l I 1 I , / / // / = \ \ ---- \ \ 1 1 ) I 1 I l > \l \ I \ f / I _ 7 ,-------_ _ I /
1 1 IIII I Ilj IIII/ �ii / //iri �/ /�/ /�/ / X / I 1 I! 27s,5s /// ///� \ \\\ \ \---- _ 1 I / % ! I I \< ! f � \ i 1((� r \ \`\\ \%; \--_���\\\� \-___ 1 I ll I II I I 1 \\ \\ \ �\ 1 \ \
I IIII l I // l/ // /i///, / ///IIII ///,/ // /, - �� \�\ \\ \ ( / \1 I I I I I o/ _ \ - ____---- - \\ I 1 1 I II I \\ \ 1
X /�/� /PZ5-1oD �/ / l l�l I Il Il / / \\ \\ �---- / ) I / / / / / I I ) ) II III o (/'�� (\ �\ \\ �Z �' _ _ \ \� \�\� �_�\\\l I I / \J I II (IIIII \ \\\\ \\\ - �)
//� / // , / i._ / // II 111 //�_ _�-\�\ �\ / \i l / /// / / / 1 1 \ - \_� _-_- _: \\\ \\ - r I I 1 // /
\ IIII IIII/ /l/////// , /��// /� / / /l I I l! /// ---� �\ \\O\J \ / / l l / ///�� / I I Ifi o I I I I \ /��- \ -� \__- = - - _ --- \� \\ 1 IIII I III 1 I I I \\ \�-_- / l / l
/i / / l GW: / \ \ I / / / / / /// / / I I I I \ \\ ,//- \ \-- ------ --�� \ \�_
III//I 1�,��j// / /� /i / / /_�/ _ -- \\ �\ \\ \ \ / / / _ I o N \ -- 11 I 1
/ I / / DRY __ - /��� - -_ -/-� = _ -- -\ \ I 1
I / /i�i , _ / _%,// \\\�\\\ \ \ \\\ / I \ / ( (I ( I �// / //� I_ YI I IIN III II ( �`-, / \ -- - -- \\\\\\\\ \\111 I I II I II I I I \� 1 / / /
/ II „� / / // ( \ �_ / / \ I(`_=�_ \\\ \\\ \\ / I 1 �[ ( / �/ / / /�_��> I I II \ -/ - _ -- \\ \� ' \ 1 III Ihll 111 I I \\\h\ I //// � /
1611,1 I /i /i ( - _ \ \� / - / \ �� I IIII -% _ --\\\ \ �_ _ \ \\\ I A0 \ I I I IIII \ 1 / /
/ ill IIII I II I ///( ///( \ --' i - -- \ \\ \\ \\\ ��// 1 - \\ \ ' l // / // ( 1 \��. I J II �I I I ��\\\\\ \\ \ 1 \
- \ \\ \ \ I 1 \ \\ \\ \\\�\ \\ \ \\\ / \ \ ///// / /�/l I (V?�r\\ j 111/ / I I II II r-� =�- PHASE 2 --- �\ \\�\-- \ \\ \\\\\ \II I I II \ I11111111 I 11 I I (� / / / / /
/ �� /III I \ \ 3 - /� --__/ \� -- --- \ l \ \ \ 1 / / / /�� \ O /I! r I II III I r-__ _-%� __ _ --_- --�\ \�\ \\\\ �\ \ \ \\ I I 1 _a I I I I �I / / / /
// 'III I \ - \ \\ _ / // ) __ ) I Ill \\�\\\ \ \ ) / I ) / , / // ///�/// , \ 1/l , I I11 1111111), ��.�- - _ - \ \\\ \\\\\ \\,11,\\, ,\,,IIllII1 I I\ IIII ►I►I I III l 1 ► , L/
I I �\ \\ - \\ \ I 1 \ \ -� J ) I \\ ` _-, /� / - 1 I J - --L= _ � _ � _ ---_ — ", \\ \\ \\ \\\ \ \ 1111 I I I III ►IIII I \ 1 / / / / / -
I IIIII(Ill\\� \\���`� - /, - �-f �C / / l IIIII \\\ \\ 1 \ / I I ___' I /j/ /i�/ \y ' /rlI I �� II ll II II _ __- ----- __=— _ = \\\\ \ \ II I I 1
1 / / / / // /- LJ I f I II I I (I / //���__ i _---- ��\\\ \\ \\ \\ \\ I III I I 1 I I I l/ II I 1 / / // /' i/
/ / I I I l\ \ \� \\-;=-�\1, cw: / �- , \ - PZ5-24D ./ 1 \\\\ I , / /, / /IIII ( cam\ \ \ I I l I 11 I I I � - — -\ \\\ \ \\�\ \\ \\ \ I IIII I I I I I II I l �. I / /
I \ - - / \\ PZ5-25S / I \\ 1 // // / I 1 I II I IIII II i� /,- _ _-- �� �__ --- __ \ \ \\ \ \\\ �\ \\ \ 1 I III II III I 1 I I I `�// \ / / /
l I/l l\\\� -���1 I --- GW: / GW: /� / // I I\ \\ \\� p / I / /�� ///// ///��PHASE 4 1� l I /) I 11 I II I I I (�i�� _������� i - -- _ -\-� ��\\ \\ \ \IIII I I \\ IIIIII I I // / / / //
/ \ \ I 27o.s3 / / - - \ I r II 111 ( ( _ _ \1 I I I1 11 1 1 I 1 IIIII /I / / / /
- �i/l lI � o- /� - _ \\- / / / l I \� / // ! - /� ? //x//i `----- o� / //// ,') I\ 111 II 11\ \I \1 f __- _- -�� ___; pro\\\\\ \\\\`,IIII 111 IIIII 1 \I� IIIII I /I I \ \ I l / / / / i
/� >> >ii/��- o��/l ' \ I - - \ \ N/A /N/q / / 1 1 II \ \\ - ! / / % l l / r/ / /// //i///� �o� �, r,/ / 1 I\1 / II ` I \\\\\\\\\111 11I /�i��— � � /_ �\\\\\� \\\\\\ \ 11 11 II I I111 IIIIIII \\\ Il I IIII III` lI 1 ll �, / / /
I // -�%/// //„ / / 11 / /' _ - \- \ l l l / I / / // /ii % /d / ) I 1 1 \ IIII l l ( �- - _��____ _____- \ \ \\ I I 1 I II II II \ I I I /I / / / /
l �/ ///�//�i% /� / // l _ /-_ - \ \ / // ,/� l/ /� I \ 1 I _ \\\ 1 I I \ 1 \ II II I I \ I \ \ \
Jl //%�/i//ii� // / //�� / I ( / / - - \ \ MW-18S / / /I I / /� / //� I // / / / \ I I 1 \ \ \ �;___— ;-- : __-__ -\\ \\ \\\\III\\111 III I I I Il II 1 I I , /
/ �lll IIII / �/ /�i// // l 1� �' \ \ / / , // // ��/�/ /� (� /� ///j/ / J I / 1 \\IIIIIII II\\I\\\\\\\\\\�f�l �i�_ --_ - \\\\\\\\\\ \ 11 IIII IIII IIIlllll I\1 \ IIIIII // I \ (1 / / / /
l l / /i / / / �/ /� 1 0 / l / cw: / / / I I I I / / // _� �_�/ ) \\ / �/ / / // / 1 1 l \ \ \ \ \ - - _ -_-- \ \ \ 1111 III 11 I 1 I II I I 1 \ �J`J /
/ ///l� 11 / / /// / / / / r /�l ( o // /PZ5- . / / --� J ) I PHASE 5 I I l O / / // / / , / / / /1 /�// / / _ ) \ / / / / / / / i I I C I I \ \I \ \ \\ \ \\ \ \\\ ��\�\\/ l / -- �\ \\\ \\ \\ IIII IIIII III 1 I111 \ I I I III / / / / / / /
/ I ^� / / 281.7s / ( / � I, \\ \ \ \ \ \ JJ � _ _------r 11 I:j\� �\\ \\\\ \\\\ \\\\ 1 II I I IIII 1 1 III III l \
/ l 111 �i/ // / / - _ /i _ - 1 I / / / / / { / \ \ \ \ c ' - - —Js \\IIII IIII I ll I 111 l\ \ ll I JI I-_- l I I // / ,/ /
l/lll/ l///I III/ /// /�/ // �/I I (\ - /���-cw: /i =_�� Jl - I I I I / / / - _IIII /� / / / / ( / / l �//�� //�' / /_ /( /\ /\\\\\�\\\\\\�\\\��\\\�� �\�///�_ ' _�\��\\ \\\\\\\\�\\\\ \\ \IIIIIII III III I IIl1 \111 IIIIIII / 1 --_ // / / �//
/ \ - --_ / 1 I 1 IwI I I I // �/ _ /// 4 //// / �� / / _� 1 \ \ \ \\\\\ \ \\ \) � __ ���-_- \\\ \\ \\\\ II 1 II II III I \\I \IIII\ / / /
lIII I I II I{�/ r / / / / I / (1 _,,�/ ��/ 27s.4s, - I I o I I 1 / / / / / - � /// �,�/� / / (, / /�/ / _ter 1 I I �� \ \\ \ \ \ \ \\\ " ------ --\ \ \ \\ \\ \\ I I IIIIII 1 \ \\ \ I 1 \111 / // //
//I II IIII I (" ( f I \ �,-7 // / -- 1 I o- _////�'// '/ ' / %� / �\��/ / // ) \ \ \ \� \\\\\\\\\\\\\\\ \\(�/ //�- _---_ -- \/I \\ \ \\\\III IIII II I I / \ / / /
I 1 I I II I I I I \ 300 - / / / / /� - , I I l / / l / -- / /// / /// / f II I \\ \\\\\\ \ \ \\ \\ -__ \\ 11\\ \ \ \\\\ \\\\ \ II III llllIII I \\\\ I 1\\ \I��\\ / � / /
I I I i ! _ /// / /� / �� \ \ \\ \ \ \\\\\\\\\ \\\\ 11�j// \ t1 \\ \ \IIII III IIIII IIII 1 1 N - \ / / /i
l \ _ / _ / I / / / I ) \ \ ( - 1 \\ \ \\ \\ IIIIII III 1 \ 1 I I I I \ N �I N\ o _ - ' \\ \ // / / /
I'I I I I I I IIIIII\�\ \ \\\ \\ \ \ \ - / / �/ / ,� - o I I I 1 1 I I l I / I // - - 1 \ / / / I \\ \ \\\ \\ \\\ \ \ �\ \\ \ I\1 1 �c /� - 1\ 1 I I II I l IIII, I 11 00 \� -_ \ / / / //,i
_ - i PZ5-8S / - / / , - / I / \ \\\ \ \ \ \ \ \ \\ \ \\ \ 1 I \� / / \ r l ll\ \ \�\ \\1 \I I 1 I o\ / / /
I I I I I I 11 \ \ _ _ / // / / ,cw: I / / / / I I I I l / // / / l 11 / / / / / ) i \/ ( \ \\ \ \ \ \\ \ 1 I ` - I \ I \ \ I 1 I I 1\\ ,\� 1 w loll I '\ \ ( /
I 1I I \ \ _ /// �' / / 1 \ I I I / �� \ /l / / /// / f \ \ \ 1 \\\111 11 I II IIIIII I/ \ \ I 1\ \1 \\ II \ 11I111111�+ I of \� \�� \ \ /// / / /
\\ -- / 27s.o2 1 1 I I I / / 1 r l \ I I I \ / / / �// �;�i \- /� 1 \\ \ 1 11 1 I IIIIII I I �� I I 1 11 IIII I \ \ \ // /�/
I (III IIII I I 1 \\\ \ \ \ ?- -- �� /// / l I \ I I I 1 / / 1 ��/ / \ - \ / / / r I \ II \ l\\ 1 II I \\11 IIII I I I I I I I I I II I I I I I I1` II \t III \ 1I1 I I I II II ll 11�111i1` 1111c.�\\\ c`".►11►.,II o l \o\ I \ I \\ \\ \\ ) ) I 1 \ /i / / / \ `-�\�
/ I I I 1\\ \\\ \ -__ _ \ I \ // 0 � r ��� e � // / / 1 _ \ \ \ \ \\ / �/ / \ / \
I I II III \ \ \ \\ - ^ ///� / I� I o - XPZS-7S I \ \ \ 1 1 -"/ 30 / ,/ �/ I��i`,�� -� I(/l / �j// / I , 1 /III IIII III/ IIII I111 IIII ///I IIII IIIIIIIII II \ \\1 II \ ll\\`\I ,�II wl\\\0\\\0\1�11\,�11 \\ \ -\\ \\ l I I / / --\�
I IIIII II \ \\\ \��\-- - // // / 1 0 \ \ \ \ \ 1 \ _ / / i \ / L, \l / I I I I / l I I 111 1 1 1 I I \\\�i Iv+ oo, 1 0 \\ \ 1 \ \ \ \\\ \ 1 I l ( / / / /� '� \�\
' / to \_ \\ Gw: l) \ \ \ \\ \\ // /��i� / / // \ `���� .�� \ ��' /// ) I l / I I / I // III IIIIII, /// II�Ill1l 1111 ll , \ _ / (, j �1 I o of\\o`"ol vl of 1 I\ \1\\ IIII,,, 1 1\\\\ r1 \\ \\\\1 1 I \ // // /�--\\\��
IIII IIIII\ \\ \\\\� ��� -- -PZ5-6D '/, // /,, / 1 \� _2so.o3' / \ \ \\ / / / Ili / \ \ \ / / / �/ I / / IIIII IIIII II11 1Il/Il IIII l II I11 I I I\I > � ,I� 0� I Ilol`II� 11lolloll��i\ \�\\\\�1 1\ll IIIII,\\1 I I \\ \ \ \ I � \ // /� / �/ \\\,
II I \\\ \ --�- _ o / I \ - \ \ \ \\ - / //' 1V / / I _, ��� -�/ �\\ l / / / ( I 1 / I l I 11 / l l I/ / l I I lI �� / �.¢�c��i l l01 I I II� II 1 \ \\ \ 11 II 1 \1I1 \ \ \\ I \ \ \ / / / / /� \
IIIII \\ \ \ \ i" /�/ / / N / I \ \ --_= -_ \ -- .� I �iI I l l l 1 l \ l 0
I I 1 ` \ \� -- - (`� I I --- _ = / / (l -- II ��J `�j� J-/ / / �� I / I ( /I IIII/ l! ll!/ I /l/ 11 lI 11 IIII l 11 l�l I Il J I 111``- / o�o�.�� / I l„ IIII I I I 1111 I I I\1\\\\\\\ \\\\\\\I\I11 \IIII\\ \\ \ 1 I \ \ \ 1` 11 \ \ \ / /� / //�
IIII l \\\ \ \�� ---' r / l I \�\� -_-- // \ \ \ \=-=i3�0„ �� 1I ! /,; / //�,\ � ����' 1/ l / I I �l / / l 11 l ll�/111111 /// ////f 1�� 1\ ---,/ ; -�/ ) /�\ IIIII II II \ \\\ \\ \\\\ 1\\ \\\ \ \\\ \^ \\IIII, 1 \ \ \ \ / /�ti/ / /�
1I I \\ \\ \ \ ?moo - �i I Gw: I I \ - \ \ \ - - I / �j , /� , (�i -/ II I / / l 11 / I�l �/ ! \ / I1 I I III 1\ \ \1 1 \ \ \\� \ �1� \ 6\ \ 11 \ \ \ \ / / / ///
I I /IIIII \\\\\\ \-\\ \ -- �- I 1 2sss21 \ \ --- ---- - \ \---:--- \ I \\� �, = �� ( /' / �/ / ( 11 1/I / // / / // // 11 l/ 11 Ill 1, l //o/ /l� \ 4�0��/ \ / (✓11j, I IIIII I I \\\ \ 1 IIII \\\ \\\ \ \\ 1 \ 1 /
I \ \ \ Pz5 ss / I \ ------ w-1 ss ��,) \\ �A I / // I I /// /// /////� //� //// O // o / / I' IIIII 1 IIII I I I11\ 1 III 1 \ ,\ \\ \ I \ \ \ / // /�
/ \ I \ --� \ X> -�,M \ it I\ �' / // / / /// // / / / o o /,- �� 1 / Jl \ 1 II I 111 II I111 \\\\ \\\\ \\\\\\1 \IQ1ll \\\IIIII \ / / /,//
/ I I \\\ - \ I _2so _ - ` '- 2'� / I - J���\ / / f / / ! ! l I lIo / o ^� l r / \\- ►I 1 I I III II 1 \ \\\ \ �� I(-1\ 1 Ii 1 \ \ \- -'
/ I \ \ \ \ - \ GW: 267.85 / / I \ \ \ \ \ _ \ 1 \ ( \ / / I / l o �l l ^� I l \ / 5 l /( I II II I I IIII III \� \ \\ ' 1 1 / o
/ / \ ---- PZ5-MW23D 3 0-GW: ) (j \�> - JD\\ / / /// /" p �O //"� / / I I I I \ ��_ ,l II I I I I II \ \\ \\ \ I I / / /1
/ I \\ \ \ \ \ 1 (t \ \ \ , cw: --\\�����r\ /, \ I / / ,/, o h r/ / i I 1 I �s ��\ /� ///l IIII II I I I I I Il1(I Ill) IIII \1\ \\\ \ \\ \\\�I IIII 11 �- /
I \ \ \� / I I 1 \ \ \ \\ \ \ \ 277.5,' - - - 1) I cw: ' / --- 292.91 1 (- ) I ��_f��al// )I) // � /o ' o a ') lI l 11 l / lj 1 /) I \ N , -- r- ! / l //l I I I I 1 I I I I I I 1 1 11 \ \ 11I III 11 II --�/ / / /��/
I1 11\ \ \ \ \ \__. -/� 1 1 � �\ \ \ \ \ \ 1 / // /---- -' 1\ �� 4 ( ��i I �/ / / N / / / I l J'1 ')o I /// // /Ill I I I IIII // I111 I I I II1111 IIIIII 1\I III \\ /
1 I \� \ \ \ \\ / / I \ \-/_�\ \\\\\ \ \ � - / / N/A z / I \ jv\ -` ` / /� I ^� IIIII �II IIII III / /IIII IIII/ / l -, I I /'�%/�/Ill IIII l l ll /lllll ll/lllll III IIIII 1 I \ II IIII II\ � // //�
1 \ \ \ \ l- l I I /� \ \ I -- - / I I / / / l�l S /\_ �_^ \ I �� -/ \ I ► I I I l l/ / l �( ( ��- / / l / llI IIII ll 1 I III (\ \ I \ \ .�// /
I I \ \\ \\ \ \ \ / I \_ ;- \\\ \\\ \-_ / / I / \ yl /�/ \� /I \- \ I 0 � I I I I III 1 I/ / / /Ill \ I / / / /I // / / // IIII / / 111 I IIII ///
J -\ / \ \ \--- �, / I / / / / / -�/ \ ///�, / IIIIII III I l l/Ij l l 1 1 �- //// / / l ll ll l l lI /l l l IIII / I I l II l \ \ // / ///
r / \ \ / l \_/ \ \ -_ _ / / / // /j / / \ ;-; /- /// /-\ I I �� %z 4 /��/ I I IIIII IIIIII 11/jl, II l�lll \ -� I / / , / / 11 /l / l/IIII IIIII l// 111 J I I ( 111 I I I \ \ // /
/ I ) ) \� / / / I I 1 \\ - ---_ / / / / / I / �/ // / \ )-l'//� l I III I I / / l \ ( / /
�' I I I / / / / �- I� I \\\\ - --- / / // / r , / , / / __/ ll/ �� / / / I1 I I I I I I II IIII lIl // I Ill/ / \ \ / > /�/// / //////-//// //// // // //// //// //I /// � / l �l I111 1 \ \ // / /,/ /%
/ - / // / / _ / �\\ / ///- / I I I I 1 /� \ \ / / / // /l l // l /l / /l l / IIII I I / /// //
\ ` / / / I- ? I / / / / / / / I- �� //IIlIII r/ \ / //l »� I / // �/ 1 / �I /IIIIII IIII IIIII II/j l! /j 11/Ill \ \ \ / // IIII / / // // / // // ////// / IIII / IIII (\ \ / /
/ f \ \ I / // / � / I __�-� / GW: ! / j j // //i/�/-PZ5-5S'/ // / /// / /%/ i %%I I / -/� \ ((( ' //, ?I %Ill I / // , I Il/l l IIII 11/I Ill, I/ll l/ l l// / / lI I I / 1 I l J l 11/IIII 11llIll/�/// /,// //////// // % IIII ///�// �!�/1 \,, I I I \ \ /� /�/ p/
( \ \ \ ( I / --_ / / / N/A / / / // //�// i cw: �/ / / / / /i / 320 I/� /� /� /1 - \�` J //� / / // /I l / / / 111 l l l I l /// / l I / / / // // / // // /�/ / // /// /�/ 1 II 1 ` �/ / /��/ ti1� I
/ \ \ \ \ ( // /�l/Ill/l /Ill/lll�///l 11/�/lJ ( I 1 / / l //l //////, / /// IIII IIII IIII /,///////IIII/// /// / IIIII \ \� 1 ��/1 /�/,'L
\ \ _� / / PZ5-20D / / / / '// 274.27 / / / / // / �/ I. / / / / / / / / / / / / / - /
\ \ \ \ \ / / ' /// / / / , - �// ��� L/ ,-- //��^\ — ✓ //� IIII /lI / / ///llj// l//////l11 / / l /// 1 (- ( / / // // / / / // /// / / �\ _� /� /�/
\ \ \ \ \ l , 1 ' r l r / // / / / ' / / / / // / / / , j / / ! ` / / / / , /////�� / / / // // / / // / / / // / / / c(� ` 1 � / / // , // / // // / / //„ /// / /� / // // // \. \ \ / // I / / //
\ \ \ \ \ --- I I ( / / / /i / PZ5-4D �/ /,-//� ( I `-/ / / -�/i//�� /% /// l / / /I( //�j/�/ /�//�//�j// //j IIIII/ 1 I 1 ,IIII / // // / //�// /////�/// //� / / l �/ \ //� ////,
I /// / / / / II / �,/l / / ! / / // / /// //// / / \-\ // IIII //////// // , // / IIII IIII // I n�/- f\\\ \� IIII I //////�
\ \ \ \ _ s 1 // / / -- j / / / / / // �_� ' / // /i \- �\ I // /// //// //////// //// //////// ///. /// //%///%/ ///y �; -- /- , / /////� -
\ GW: / / ° I / / / / ( Gw: //j/ /(( Mw-2os / / _- \ /�' I / / / / 0�/�/�i�i/��/�i ///��/ l ll ����a \ \-\ I /// / // / // /�/ / /// / / / �\ \ \ / /��L �_ /// //\
\ \ \ \- � �1 ARTESIAN )/ / / / /ry / / / / I I I / �288.40'��//// 11 / / � llC� `// / (/ / �/ \ �l /// 3��/�/�%j� i/%�j j////��')�/l/ ✓/ \ \ /// IIII / // I I, //// IIII ///, ///////////// �/ /// /IIII / \���` \ \ / �-� - ��/
\ / / / C -- / , I / //� / / _ / / / �' \� J �/// / l/ // /////IIII/ //�//� / / / // \ \ c \ �// 1
\ \ -� ) / / 1 /// / / ! \ I III ( ( -� j// / �I11�GW: i / /--' \ / i/ ^ - / /'�iii'330,�//K �i/ ///// / ( _ - \- / / // 11 // / // // / / // / I %/ \\\� \ 1 \ \ /� / l
-, / , / / / / / / I I I 1 \ _ 0 / / // / //- /// /// // // ////x/ //////,////// /,//// I� I //c \ \\� \ / I
I \ / / ///// / /, / / / I /�/ / / / / 296.67 ` / �' \ / / /�/// /ii3gp �i/ / / /�� / ) / / /I /, -: ��/ l / / /// /// / // / / /// / / / ` // \,- \\�j\ \ \ -\ \ /� / /
I / / / �// /// / / / / // / ! I l ) I I I 11\ \ \ \-__- '�/ -'� / ✓ I i 1 IIII /i / // /IIII%/'6i/�ii, i�/i <' / // /// \ I �/ / / / l / // // Ill //j/ ///� //� /j/// / I //%/ I \ /\\ \ / /// 1 /
/ // // // // / / / / / \ \ / // J ) - / // 1. I (`� //�/i/ //� �i 35 //�/ .IIII / /� /�i /- \ \ ( !` / / IIII// IIII // / // / / /// / // //% /l / 1 L Z \ / / /
I / / / // // // / 1 \ \ ) --- 1 / / �� \ -IIII _ / / I / , /i i/ i //g0 IIII // t / IIII //�_ \ \ / / / // / I /// / / / //// I // �/� / \ \ \ \ // /
/ / / / / / / PZ5-3s \ \ \ \ 1 \ \ // / \\\ / ` / //�� / / /i //i /i�3 / �� / / / / / IIII /l / // IIII/ / / / ///
// / // / / / / // X \ \ \ \ - // /// /\�-r �\ / -/// I I / )� //� �ii� �iii 1� i / // / ice' i/"% _= - PHASE I l \ //�/// / // l/l 11 l/�/// / /////////l / l /��/ / I % b� -", / I I \\ \\ \\ \ ` / //// / / I I
/ / / / / \ \\ \ '310 _ _� /' / - ��\----_ / _ /� / / //i / / IIII / / / / / /IIII_'- \ / IIII // / /� / /
/ / / / / // �/ / / / Gw: \ \ \ \ / / / / / �// / // /� / �/ > / / /� \ \ // IIII /�/////�/// /// /// / // / / /�// / I / / ! _ \ \
/ // / / / /// / , /_�- ��--- I/ // IIII/ p / / ////�/�i / / %/ /// /� /��/ -�- / I/ \ \ / / l�
I 1 % I l l l l l I 1 / / l I l 262.54, \\ \ \\ \ \ \ --- / // / / / / i - -- =_`� �/ \ // / // / �i: / /- /�I I /ii/i/i - / // /i 1\\\\��)� )) / / �, / IIII/,// /// IIII ///� /� / l // / I // / / \ \ \ /- / l
l 1 I I l l I I ( I I ( \ \ \ \\ \ -- -�/'/ / // / / / / / / - - ;iii - 7 // /// //IIII /i����i�� ) / 'hf //�� IIII ��i - 1 \ IIII // / / /�i/� //�//�j /j//////////�// // / // l / l // _ \- l/ i'� \ \ \ \�////� I
I I ( ( I 11 \ \ - / // // / // /� I� _ /IIII /�///'/�///ii/iii/� / ///�/ /i� ��;_;�\ / / / /// /// /i/i�/ / / // / / /// / / //u/- �- I \ \ \ IIII / /
( \ \ \\ \-_ / // / / / / / / / /� ; _ � �') IIII / ��// / / /i i/// / / / / //,9 / ,- / /' 1 \ 1\ �)/Il�// � / /i/ IIII IIII j j ///, //�/ /� / /// / / / l I �i \ /l /�( \�\ \ --IIII l `/f
REFERENCE \, \ \ \ \ / / / / l ------ / //� / ��/� / s/ / 0/ /i /'� I // / / / / l I \ \ ///
/ /\ \ o \ \- / /^ /, / / /, / / IIII/ �// - / IIII/ //i ///� / l / / 5/ //� 11 I /// / // / /�/ /� /�/ �j// //////�/, / / 1 /% l/ \ / / / / l
_� \\ \ -__ =-�i/ l / / / / / / / / / -- / /ii�/ /i/ /// / i// 1 ( 7 / / / IIII/°' /� III ,/ / / / / / / // / / //// / / / / / //// /� \ \ / \ � \ //// // / / / ) �
\ - // / / / / / / /./i��/- , / ) / ��ii" /ii' �iii , �'� �- /// / /////j/,/-Cj' / -�111 1-111/lz/// //l / /////,//// //IIII IIII/// ///// / l // 1 �� -i�% / / / / /
// / //
/ / /
/ / / l -- \� / i
1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL \ \ --- -/ �- /// //�/ --� -� / //// / / _ l/l ii�lll/I l / /l/ //r/ IIII , / / / --- - /
\ --- - _� // / / / / / - /�/ / --� \ /% jii�ii //i �/� / /// /i lI / / / //// / // IIII / / I// // / / // / -� / - -�\ \__��//i / / / /
WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING \ \ - i / / // / / / / PZ5-1 D // - / -- \ / \�///�/ /// /� - /�>//�- < / I j / /// ///�� /jj%�ji �0 / -- I !Ill` /l 11 /// l //// // IIII // // / /// / / / -' - - / / / i
\ 1 \—PZ5 2S, // / / // / // " /, ✓ / / \ ) IIII///��i/i ii�S S ! �/ //////// / /////j///�` / / l // / l // // / / // ////�//////� �/ / / // // / �_� \�� -\ \\-�__ s // / J l `
CONSULTANTS (IMC JOB N0. 16030); DATE OF AERIAL PHOTOGRAPHY / I \ \ \--- - - / //// / / /j // /' / GW: / /�/ -� - / /�i /ii / //f / // / ( '�/////�// IIII //�/��' ° // /l ! l l l Ill /� //� / �/ �// / / / / / �\ \
/ , , , I'---=cw: // / r / / / - _ \ J / / � -,OM � j / / - // �i///i;/// / // /ti ` _ /�� �- �l /l l/l l l /l/ // /// // // / /�j////Ill/( l /// 1 /i� l I / ��_-. - �l / / �- \
FEBRUARY 27, 2016. - \ // / // / / / // 286.38 / - / // / // �i / /i /-// IIII IIII// / �- IIII / // 1 1 1 / / / / l // // / // IIII / // / /// l 1 / / / / // / / __ �� --
__ / / / -- MW-SD / / J / ��/ �ii /� /i // I Il �� ; / I l l /l // / // /i/� - -
--- 285.75//// /// / // / ,/ ��� �� 1 / //' ((� j /ii'< //i�i''/% /�j' / ////J I ?O /�/ �lI 1 / / l/ / / /// ///// //l/�//l / // \ ///l//// / i-���' \ -�\ J//
2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: '-- ///// // // / // /, / / / . ^ y \ //� / "/ '/' ///' '' '/// /// '// l \ ' " --i/ i 1 I I / / / ! / l l/ l l //l I / / /j \\
/ / oo I I / lh� GW: / St �/ // IIII ///�//, /i/ // I\ JI 1 /!/ IIII /l / l //,/ /// / l /// l //j/ \ IIII ///
// / / / / / / IIII 1 _ , ,� ( / // /// IIII / / , ,-- �, , l l li l // l/ // /� / / / // I 1 \� /
3710644500J, 3710644600J, 3710645500J, 3710645600J. \ ---)�/ IIII/ /� / // /// _ '\ / �1 ( / �/ / / //i /// �/ �// 1 - /l / /! / l l l l 111 Ill /l / / / /� /� I \ �_�ti�
��� / //�/j/ /� ' //// IIII/ / /// �---- _ / l �% j /// j/�/1111 N�q=1\ \\\ \ \ I l/ ( // / ///� ///// ////mil //; / -/ /IIIII IIII/ Ill l /� // l /�� /Ill /� /l ////////j///////// l //%/ \ / // / jj j/j �/ \\
3. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE �`��o I - �� / / /// / // /// �- / / // //II \� \\\\\\\\ \ Ill C1 ( l ( \ / ( \ \ (C\\� \\ r� C / / l � // !IIII/// /IIII/ l/ /l // l / / / / / ) / \ / / //�j% \// \--___--
INTERPOLATED FROM A CORRELATION OF WELL GAUGING DATA FROM A I I ` / .G / //// / / // / - �/ ///// // O / / I ( \\ \\ \\\ \ \\ \ \IIII I (I \ \ \ \ \ I 1 \ \`\ \\`\` / J �- l/�ll�ll / l l Ill /Ill//�// ////�!// / / IIII/ l// / // IIII, \ //r `�
- I / / / // / / / // ° l /lI Mw- \ \ \ \ \ �I \ \\�\ \ l/l / l ll // / / / / / / / / J/ / �j //
PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WATER \__-/% IIII / �// �/ //%� / ///�/// / / ��l// // ,/// `L / t\\\\\ \` �� \\\\\\\\\\\\\\ \`\ \\\ \ \\ \\ \ \\\ \\ , l �llll l / / /// /Ill l ll// IIII ,/// /IIII/ l / ( / /// IIII; j// ---'� \
/1/// /// // /i/ / / /// // ( \ GW: \�\\\\\\\\� \\\ \\ \ \\\\ \\\\\\\\�\;\\\ \ .c��� l/l�Ill/l /IIII // Il l// l(/Ill //// /// / / /l / // / / /i \
I I / / / / \ \ \ \ \ \ \ �� / / // / / 1 / / / / //// / / \ / / / / /
LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN \ \ \ �---�� / / / / / //// �// // _////1 / // -'� / / �I I // / \\ \\\ f \ \ \ \\ \\\\\\ \\ \ \\\ \\\ \ \\ \\�\\ \ \'o \\\\ / - 1* \�"? \ l/// IIII!! l l / 11 l / l 11 / / / // / l / / // /// // / ----- / I \
DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH �\ \ \ -- -/) / / / // / , // // / // ///,/ j, // ° r /// / OO IIII/ I I I \ \\ \ N/A _� \ \ \\ \\ \ \ \\ \ \\ \ \ / l l / / /// i i I l ( !/l / / / //l I // / / --_
APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET. \\ - / // / // // / / / °// / �11 1 I I I \ \ \\ \\ I \ \ \\\\\\\\\\\�\ \\\\\\�\\\\\\\\\\\'moo,: x,x0 \\\\ \ l ���\ 1/////��/////�!//�// ////// 1Jl)I/II/( IIII%�////l// / l % /�j// I )
/ / �/ �� 1 \ �\ \\\\ \ \ \ \\\\o \ \ \ / / // / / 1 (/ / /// / / 1- I
CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER �`'a' \�_% \ / / I / / / //// /// %%//// / / ///////// X� PZ5-19S� / 11 ) \ \ \ \\ / \ \\\ \ \ \\ \ \\ \\\ \\ \ \ \ \\ l (�\ / /jp //�// l / // / // / / lI / / / / ( l / �� / _// \ I I I
o� 1 / / / / / / �// ' I I \ \\ \\ �►\\\\\\ \\\\\\ \\\ \� \\\i9o\\\\�\� \\\ \ \\ \- _IIII �.l / /� /�/ llj/ /� /%�i/j//�%l IIII/'/// lj I I ��� j�/ IIII/ / / /-- 7 I I I 1
I / / r / // /// / \ \ \ \ \ \\ \\ \ \\ \ �- / I l/ /l / /� /� I 1 / \ /
TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE _ I I I I l/ // / /% / / / // // // / / 1 I I I \ \ \ \ \\ \ \ \ , \ \\ \\\ \ \ \ \ �'\ \ \\ \\ \ \\ \ i \ - i� //b� Il l / / l / l / //
DEPICTED SEASONAL HIGH WATER TABLE SURFACE. \ - t ( ( / //� Ill I \�---/i%//// / /%/// GW: / ♦ I I l \ \ \\\ \\\ \ \� \ \\\\\\�\\\�\��\\�� \\ \\\ \\\\\\\\\\�\\\\\\�- /IIII /Jl�/ // l /l l //� ��/ /�l/� �j/,l J l 1 / // I / l / IIII// /� /� 1 l /
\ \ \ I I I I l/ 11 �/11 / l (I 1 \ / / , o / / \ \ \ \ \ \ \ �\ \ \\ \\\\ \ / / / o' / / / // / / / ��/�%, I ('(' / / / / / / / / / 1 l
,�\ \� -_ \ \\ \ I I I r11 / I[ I I �� 1. \�, ---' �'/i�//r�//// 2ss.21 / / ( (�-_�� \� \. \\\\�\\\\\�\ \\�.\ �� \\ \�\\��\`�ao: \\\���\\��\\\\� �\ \\\\\\\�� /�����/ i/ ��%i�/�ii%�l / l�l„�� j;�l/l/l I/ "/iiJ'I I ! .%� /i%/�/// � �///'�i%/, .� -- �, / O I
8 7 6 5 4 3 2
0
cc
U
w o
cc
Z 0
0 0
w
cn U
W
cc
w
a
0
O
Z
1�U1
^
T
N
�
N
Z
�1
°�
M
�
o
M
o
r•
mN
1 1
U
co E
Q
x o
1-4
,� .�
irl
N
M c�i
4'
M �
1 1"
>
o
0
�
ci
Q
,i
N
o
;>
a
a)
0
,
W
c
a
a)
_y
w
U
o
0
a)
., 4
1
r
.�
U
Q
Z
�
cc
J
0aw
0
Ln
Q
U
�
V)
Q
Q
�oaZ
pp�.10
z��oc
0�0V
F-CnZ
W
of
J
~
Ir
Z
aO
0
!J
LU
=
Z
W
OJ
V
0
0
0
cn
�u.IZZ
W�Oa
�
m
daa<
V
U
Z
�
ul
W
W
r
Q
0 Q
Z
�U
}
C°
m
0
0
Q
w
w
0
0
U
_
C
00
T
o
_=
= Z
N
cc
II
r
a�
z
Oa
Q
OF
}
m
U)
U
w
0
0
w
�
O
Q
FIGORE
7a
G

f1
II
0
5
4
3
2
c
I✓i
►0
NORTH
/ // /// , / - _ / / / \
��/ / / \ -- _ �\ \ \ — \-_ / / / / / /i /i / - / --� \ I 1 \ \ \ 1 l / \ 11
I , / / �� � ___ �\ � - _-/��/ �\ / / / /� � //� 80'' - / il' 1 I I \ o \ I I l l I / / __ ) I
% / / i I \\— _ --—_��\�— \ �_---� / / \ // .� /�/ //�/ ,/// ///— � — ) I I / I i
\ //i// /� / / //�// \ I I 1 I ( 1
\ \\ -- //iii/ ♦ / /�/�// // /� / / - I / I \ \ \ 1 I I l / l f I
/ / // �\ - \ \\� - �i� \ /// -//' //ii�// / / _--- I / / I \ I I 1 / \ I I I
/ --\ � /�/ / /i ii� �'/i' /'/ice' / / /i / / / \ I PZ5-17S 1 I 1 1 \ I I I I I / \ \ \
/ / - / / I � - /j / / / / i / // / / ///// / /� \
- / \-__- / // / / / / /// / / / 1 GW: \ v I / / \ \ I
' - __ / \\\ 1 / ( \\ JIIII ! o \ \\ \ \ \
-� ' / `�------- v / I (III ( //�/ /�//i / /// //�� \ \ I I 2ss.3T' I ( \ \ \ \ IIII o \ \ \ \
/ 1 I 1 // / /-/ /// i \\ \ \ \ I I ti / \\\I \
c / I 1 \ / // /i/// // - / \ \ I I \ \ I \ \ \
��•---'-__�_-� I j 1 %O / �jJ \\ \ 1 I I l / / /// //i'/ /'//// 300-'' 7 11 I 1 \ \ I I I
/ /_� (� I I 1 1I 1 (i \ \ \ \\ \ \ I I 1 1 / / \\ \ \\\ \ \ \ \ \
1 \ ( /// / / /,/ / -- I I o I I \ \ \ IIII I I 1 / \ \ IIII\ \ \ \
- ii%� -- �� \\ \ I I / / / �i --� I I I c I \ MW-13S \ I
/f �� /' / - /�/ — \\\ IIII,\IIII I / / / / / ��� o I NI I I ` I \ \ \- \ IIIII I 1 I \\ \ \ \ \\ \ \
// ` / /\ \ f1 �/ / �,I III \ I I �\ \ \
/ - ��/ ��_� - , I //• / / / -- of I I 1 \ \ \ \ \ I / \
-- .�_ / --� / " / /;- \\\ III / / Gw: \ I I I 1 \ \ \ \
r // - - /� \ / / /-' j��-= III / / // //� / // 10� I III I I I \ \ \ 2so.2o' \ \ % 1 I I I I I li \ \ \ \ \ \ \
// / \ / / - /-- --� \ \'1�1 \II�i / / / , // '3 w IIII IIII \ \ I \ \ I
�/ / \�, ///// i_- -\, 0 \. / / / / 1 \ III I I \ \ \ \ \
\_ /////� �/� �i, --- �V,Y%- . NI I o 111 I l I o I I I 1 I \ \ \ \ I \ \
/ P--/ii�i��ii��„=_�-XPZ5-15Sollp I I °j I I I o�I PZ5-16D I I I I I I I I I \ \ 1 \\ I I \ \ 1 I\ \ I
///��/,1���,— __ 11 1 I I a X IIII I \ \ '��_J I \/' I I I I
/' ////i /i / / -- � 1'1'\ �1 I ►� cw: I I I \ I I 1 I 1
/ //�/ice /�'iiii%i��% -- _�\ cw: . \l 11111�\11 \ 1 1 \�\� 2s2.45' IIIII I I ( i� '�\\ \ I I I I I 1 I I I I
// / / ,/ / �i /�// — _\ 2so.os \\\ I I I I \ % \ ` \ I/� I I ,� I I I I
J�/( /j //,� I l �/ /�i/ ,_----?90 \\ �- p� 111N I I 1 \\ I I I I I I N I '/ I I
l// �/ // ///l l/l I / //ii �_ _ _ _- \\\\ \� \\� \\ 31 1 I I I I IIII /r\ \ \ \ I /l / I I I " I I / / 1
�\`\ \ \\\ \\\ l l I I I I I 1 \ �\ \ \ \ ► I �L / III I I I f / / /
i'�/ii%�-'==II 1 1 = == = ,\'\ I I I I \ 1 I I I I /
i/�///�� � III - l J IIII \ \ \ \ \ \ / / 1 III I I / / /
�, -- =— I I\ \ I I I I
�ii��ii�,i/X,- �III�/j/ \)' C ,�- vV A\ \� ,/-/ I I ( I j I \ \ I � I I I / ��� I I 1 A / /�// // // � /
////� /%- \ \ \\ � �,- __ \\) \ -. \ I I I \ ► I I ► I 1 �/ I 1-/ ��
// / "/ , ,': \ ' - - \\\ \ \ \\ \ \r - i� \ \,\ \ /� / III I I I ! I I I �/ / 1 \� / / /
/i / /% � J // --�, ,� \ \\\� \ \\ /\/ \\\ �' \ ( / / � / I I I ' \\ 1 I I �I I I � -- j , \ 28% / / /
/ ,%// / I �_-MW-14D, -- \ � / /1 ( \ \ / / / /
��I � � //,. /ii' I 2 _ 11 / \ \ \\ \\ \\ \ \\✓%- \ \ �/ J I I l / / \ � \ _ 5 - / � I
\ / - I " / o /ii / 8- \ / GW: \ J \ / / / / I 1
/// / / \ \\1\ \\ \ \� / \ X \ / / // / `\ I 1 / /- \\ \\ / ti� // /// // �/�
\ 1.1 %�///�� / `L� !-/ /%� = \ I \ \ \ - 282.65 _ _ - - / //// / ( \ \ I / / /
\ / , %� I �/ / �/ 90 ♦ �� 1 \\\\`I\ \ \\ l��- \�--__-___ may/ // j / � -���\ I I / / //�, �'� /'�-`� \\ \ /' /�o // / /,,
\ / / i" /ice, ti / _ \ \ \ \ l (// \\ \ l �/
\\ '/ //i/ // / j ;! Pz � 4S j, � 340� \\\\\ \\\\\\\\ \ \\\�---,\�\ I I i'%' ��\�\ \\�\��\\�FJ� /�1 \ \\ \,' '� // % /' /'' /' /_
- / \\ \ \ \ \ \ I \
/ ///�/ , N/A,, // \ \\ \\ 1 \ \ 1 1 1\ \ \ /
/� // \ s, _ \\ \\\ 1 1 I I / / I I \ \\ \ \ / / / / � / / / / I (�
1 / / / / / / I- �,� \ ,� 1 / / 1 \ \ / 0 /
,,/;/� /, , , / so- \ \ \ I / 1 I I I ,-/ I 11 \ \ / / 1 / ( � �-
1\ / /i�� ///l /// // �//- - - I I ( \ I I I / IIII I I / / / C \C__ \
/ 0///_�\ 11I I 1 II / / / \ r� \ \ \ 1 I I 1 \ \ \\ \ �/ I o \ \ \
I / \\�\ I I I II I III / /// 1 \ PZ5-27D I / I I \ \ \ / - \ \
/ i '%� \\\\ I IIII I I II PZ5-14D I III '/ 36��\ \ \\ 1�1 > > I I \� \ I / / I I \ o I / ' \\ \ \
1 1 /\11\III \ I1I1 / \\ / cw: / / \ 11� \ \\ \ / ( C \ \ \
�/ \ \ II ._ \\\ 1 (, -\ MW-15D II I \ l / I \ / / N �\ \ N I 1 \ \
I ' \,II II \\ III I I111 \ \ GW: \ \\� \\ \ \ I I ( I / / - \ \ 1 I - / N A \\\ I I -- I \ \\ l \ \
l /// _/� \\\ 1 \\ DRY \ �1 11 to I I ') I I �-I , Gw: / \��I 1 L \ -� / //oo/ / ! I `o \ \ \ I I \ \\ �\ \ I
/� / _ \ \ 1\ \ \ \ 1 �\ \\\\w\,\ Ai ,o i, o11 1 l � I I I I I-' I 1306.33' '/' 1�� � ���-_- PHASE 3 //I/V / I � \ \ \ \ \ \ \ \ 1 I // . -
/� / // v I , IIII \\o \ �,\ �- / / Il I l ,/, \\ i` ��� , I \ \\ \ I \ \ \ \ \ ) ' I I / /
/ NI 1 \ o I
w 1v., \ ,\(.A 1 \ // � ) \�\ \ \ ) \ \ \
/ //, /,/ -- o 11 \ \ ,\ 1 0 \\\ \ \ _/ I I� I ) lI(, / >� / / / I I \ \� I I
/ / //� / \,1 \ 11 \\-•\ �11 y \ol \\\\\ // /� �J y \\ \ / \ \ \ \ \ J
�i//�� / _ �1 11 I to I �' 111 1 \ o \ \\\\�_ / Jj/' / \\'1 �1_ // / / I \ \ \ / \ �\ \ I I I / l-_ \\\ i% J� l ��
1 /i/ /�� / - / X�o� \III \\ \ I ll II 11 I IIII IIII \ // ��� j / 1111 r /� I ! ( \ \ \ \ \ I I I 1 / /,, 250 - _ \ ��_ J� / I
�i / i PZ5-21 S ' 1 I 1 I I \ \ \ \\ / , " / /
�� / / �// �� \I I i \\ / /i/ III �(� �� 1O� ll / ,/ / \ \ \ \ \ \ - //-- /
/ \ 1 I / I / \ \ -,-
/11 tiW //// / //i,-- GW: o \\t� IIII \\\\IIIII I ', ` I\ \ \\�\\\�\\� __r,� � %,/III / 1 (l, ( /` `� ' _`_ (\ 1 i ) I \\ \� 1 i i ; / l ; / -,\ \I ; /; �� �� 1 ` , / / ' I /I
------- /.�/ / /�ii 265.ss �\\\IIII 111 1111�1 1\ `\\\\\\ \ \--- �, / JJII / I //\\ \ / 1 �\ ___� � II \� \ I ( \ \ / / / / / ,/ t___ I / _�/ \ \ \���' .) I I ( /V\ 1/ I A
/ /// , / / / / //, \ \ I 1 \ 1 \\\ \ \ /� f
/i, �/ / / / / // �\ IIII\ I I 11 \ \ / I I �_L- �11 �\ \ I \ I 1 I I / / / / / / \ / / �/ �I r-� I 1 ( I I
( / /i /� / / ,/ // / \\\� \,\ I I 1 \ \ \ \ \\ \\ \\cam` (/ ~ I / �\ I) �° �� -_ - 1 \\ / / �- o I / / /�� /�\
/ice /! //�/ V\ \ \1 \\\ \ \\ � \ I \1l , / I II \ \ 1 I \ I JI �� / / / / / )/ I `°l/�/ / I \ l I I \
/� �, //i// / , \ �\\ �\ \ \ \ \\ \ >- / J) I / \ / / / 1 \ ! \ I I 1 / �. I / \ I \
1 I / / /ii /i/ i" ,/ �/ // �\\ \\ \ \ \ \ \ \\ \ \ \ PZ5-26D / �� \ /'�\ \tlf �� / / / l/�/ 1\ \ \ 1 \ \ I I I / / r-� 1 li / -� \ I \ - \ I
1 J // I ! , / �// / �/i \ \\\ \ \\\ \ \ \ \ \ / \\ I \\� /'� � \ \\II \ I I / / L I \------- l � J/ / �,r� \ / If \ I
/ // / �\\\\\ ,\ \ //// GW:" / I - /�` `/ \1\\\ \\ \ 1 \ / y1 1 /// ( / , 1 \ 1 -- 1
/ J 1 / J IIIIII IIII ,/ //// ///// �PzS-13D 1 \ �\ \\IIII \ \\\ \ \ �((// �/ \ �✓_ \� f� I )\/ 1 \/ fn\\\\ \\ \ \ I I ( / / //� J / ��'I 1\ 1 I
I / f /��\ ( `1\1 �I I I (I / (I I I!/l \ \\\ \� \ \1\ \ \ \ \ \ \\�j \(( ( N/A / ,- �� � \ I - - �� \ \ X 1 \\\ \ \\ \ \ I II X I / 1��� _/- �// /ice �l I 1 \ 1\ I 1 / /
�/ /11 \\\ I \ 1 \ \ 1 \ I( I I \III I( l cw: , \ \ \ \\ �\ \I� \ 1 I 1 \ \ `r ( ) \ , � (( \\ `\\ I/ \ \ \/ I \ \\�\\ \ \ 1 1 \ \ 'f I \ \ ----\\ .1 - -_� ,- , _'/� 1 1 \ / II 1 /
///// � \ \ \IIII\ \\\ \ \ 1 l 265.18 . \ \ \ \� - )1 I I I \ \ 1 / ,r/) f r-� \ \ 1 , / I,. \ ` \ \ � \ \ \ I I \ \ o �� _ ,/1 1 \ \ 11 I /
/, \\\ \\\ \ \ \ \\\_ ,. \\ \ \ \\ \ \ -� ` \ \ \ 1/J / // o �o I( �- I \ �, / \\\ �\ \ \ \ , � � -/ 1/, \ I I l /
- - I //j�i�\\��\ \\\ \\\ IIII \ \\\ \-�� \\ \\\ \\ \ \\I \ �_�l I I \ \ �, �� �� / / /�\ I 1 w / \ \ \ \ 1 00 \ \ X - \- / (� � 1 \ \` // II ! /
// \\ Ill, \\ \\ \ \ ��_ \\\ 1 \ \ \�� - / ( �'\ /��-� -�1J I 1 I\` \ \ \ \ o \ \ \ \ f _ \ // ` \ l �� I n %\ /
// /i�/-- �\ \ \\ _�\) \ �'\\ \ \ _ �/i I \A _ �i f_ / '�- =�\ I IIII\ \\\\\\ \, �\ yir\" 1 \ \ \ \ � / /� �1 =___-- \ r�� (I( \ \- \ -�-,) 111 l I ! /
/, i%�i- - IIII �\ \\\ \� \ r' \ \ \ MW-16S l J� \ �\ \ \ N \ \ \ / �� -- _� 1 l 1 \\\ \ / /
/ // �' - — \\\\ \ \-� �,// / 1 \ __= X / n `��_-_> I \� III \\ - C \ \ l 1 1 \ \ \ �/� � �,ll ) 1� \ �� / / / / /
/ ii / / IIII \\ // 1 \ \ o \ \ \ _ Gw: �� �- l( ��_� 1 \ \ \ 1 c l \ `7 I r��--- l 11 \ � \� - `--_/ l I '
//�// // �/i / - �\ -�j// ��/ \ \ \ \ � \ \ \ -�-__ // � J�� - II 11 \ w I I I 1 \ \ \ �I -_� II I \/��--- ��__�_ �� /d / / / o
r-� - \
,/i i/ i/��i/i/ �� \ \� \ \1 �1 /l l/ l \ \ \ I / ii,- _ �-, ���., (e\\\w 1 o I I \ _✓ 111 ( 1 I( �� �� _, \, I 1 h
\ \ 274.53 l/ate\ /� \ I I I I o 1( 1 1 I I ) 1 1 -- 11 II I /// ti
/i/: % / / // /i \\ \1 I I \- \ \ I // �� �11�0 / � \ I c� �� I I I / \ / // �/ I III) I I 1 I I / I N
/ \ \ I \ 1 1 // (v/i �� 1 l� \I \ _ I_ �tr� l \ \_ ,�\ olll I I I I I 1 1 ( 1 \ /�/ 11 I I Imo/ _ / 1 0 ' / /
iii� / ii /, � 1111 1 \ /// (� �, �/ l (-\\ \ o /ir I I / 1 1\ _ t \ / / /
, I I } IIII / / /
/ \ \ I \ % / '' l , / ��- \ I ► 1 ( I _ _ iJ/// IIII II \ �/ z //
o// / 1 1 / II I r/II I I I I \ -/ - f-
/ � /� / // // \ \\\ \\\ \ ?90= �, \`_/ � of I �. ��., ti l �_ y �r��)/ I I I I 1 >/:— %- ^ I 1 II o \ \ � / ,
%i /' / // /� \ \� I 1 / J ��� - - ( \/ ) (I l (I �_ III I ! /� �I \ 1 �/ I ( I 1 I \ \ f I I I I 1 J / / /
/�ii' //ii/��' \\ \ \' ;�� 1 \ \ ,/ / / /I I mo\ 11- I 1 I \ V / I 1 I I -' - I I I
�- \ \- ( ' �,�/ I I I / �-� —� -- ��I IIII I N J / 1 \ i
/ // // / /, �"; \ \\ 1 r// \ /� I/I , ��� 1 (/// �111 111 �., d I J� ` / I I I I I I l / _ - � I I I \ 1 / / ) S l /
--' v r // I L I \ \ l / II 1 I \ \
♦ �}� �// /i / �-\\ \\ IIII \ / ` , / / l /\\\ \ (\ '1 ` 1 III I (r ( >/ � _ �_5:�- �, -
\ /ram/ '/i / /// /i �� \\ ` \\\ N .. \\ o / //� �/ , // / I =, >_ \\j\ - f\) J \ � -1 I 1 r \ I I I / // _ _- ----' I I I� � \ � I / / /� /'
//��/ / /i/ //i�/ r \ \\ \\ \\ / �i 111I / 1 - - I �� s��J) ` �� \ I //, _G = _ Rollo \ \ \1 ,
/ \\ N / �/ / ,/ / 1 1(2 ) >>nl J 4 1 ��� \1 � � I \ ///,/ �// \�- ___-- j-���_� w II o,ol I�� \ -- \ �ol ) / / ��' /
i/; / I j //'//ii'/'��ii'��% \�\�� IIII �.. / / '( / lI 1/ ?�� �«II\� �Slll\ \ �r / -- _ _ 1 111 \ \\ ��1� / / //,IIII / / i
// / / / \ \\ PZ5-1 / / / // �/j I / l ;� ) \ l 1 I / ( S / / \ ( /
\ /i%__ I I / / /i / \\ cw: / (/ /� I < )ll �I �� _-- �� 1 / y \ / / - \ I _ 1 I I / \�\
-/,-�� I/// / /////�/ /r \ �� \\\ t \ �/ 1 , C`1Th /((�� ��� Z� (�' ) )I / I /� / /�C /__ z_ -- \ �- 1 I I l 1 / \ \\
(�\\ \ �/ /� , ,, / \ 252.76 I \ 1 \. // \ \ ) / �--- / -- ---� \- \ I \ \ \ r / / \ \\ \\C /
-� / ,-�\ \ \ / / I r /./ 1 /�- i/� /� ` J / / i \ I / IIII \
I �_�///////!11 /'/ii' /i'/ " _ IIII ,,./ \\ \\�_ o,// \ ��\ II �°�o �/ ✓ w - \ lC � o \ IIII
/ , / / i �// / /// // y / - \ \\ ll \ \ \ \ \ / `l� 1 \ \ � � \ �� S �- � \ �. � l I ( \ \ o \ \ I / 11 / // //ll�ir / / / \ \ \\\�\ //i
///�/ / // / / // / / /�- \\ �, \ -/� MW-17S -� `—/ = ��- � 1 / l \ )� \ ` \ �� \ \ \ \ \ \ \ r \\ter / �\ / / / /
1 1 / /i / / /i / /i/" i/ \ - \ \� \ I / �i \
�/ /j/ / �/ // i //�/ � /�--_\ \\ \\\ - \\� I o i. _ \ 1 \ \ IIII(II/ J�\f�\ //�\\ \ \ \ ��/ l
\ �> > o \ \
l �/// // i/i' / '�// // //ii' j/j/i�330, \ \ \ I - � /Q/" \ --GW: \ \ \\ - \ \ram\ \ / ���1' �>> l �\ \\ \ \ \ , \ 1 / I III( II �� \ ///// / \ \ / ! I
/ ///ir /��i//� / /,�� /, , �/, / i 4� ' \� \\ \ \\ \\ \'' I \\ 1 \ \ \ 27s.s3 \ ,----__ -__ \ I ) \�\ \ � \ \ \ \ \ \ ` I I 11III II (/,\ (� / \ / I
/ ////� // //// / -j/ , // // //// O j%4 X PZ5-10D-R \\ \ \\ \ \ I \ ll (,I \ \ \\\ -- \ \ ��-- - _ _ --\ �\ / I / / � \ // \ \ -�� � � w \ \ \ \ \ \ \ (( ,-
/// / /// ////// �// 'L� // \ \\ \\ \ \ PZ5-1 1 D \ \ \� \ \ \ \_-- --- \ / \ � \ N \ \ \ \ _ I \ IIII 11 I / \ --' -\\ I I I / I
( ///l I ll // �/ / // / /i/i / /�/ice/ /i Gw: \\`�� \ \ \ - - 1 \ \\\ \ \ \ \\ \ _----- \ > r l / /l l f\ \ ,, - �- w\\ 10\ \ \ \ \ \ --> \ I I ► \III I I / \ \� \
l/ I �I 1 I 1 / / /i'/////�// �i/ �/ \\ \ I IIII \ \ \ \ \ // % \\ /t I ! \ w 1 \\\ \ �_��-_ - J� \ \ I II I II I I /�\\\ \\\ \ \ �y -- ( I
I 1 l ll �/ / //� /�///' / N/A \ \ I GW: \ \ \\'-- y\, \ \ \ / / / I I r \ ( \ �)) �'�'-� i,� \ \o\ I I \ \ \_ - �� ____zz \ \ I I \1 I I I 1 \ \ \` _� \ I I I I
II I III I / / // /// / /� /i /i/i ////i / /i \ \ \ \\ I 27s.5s, _ , \\�\\\\ IIII \ _ _ )1 /%�_�;;� \ I _ \ % I I(I II I I \ \ \ I
I 1 /lI !/ /// /// / //i ////i /�� X I \ \ \ ), 1 /l \� \\ - - \ I \ 1 1 I 1 1 I I Imo/ 1 \ / \ \t s / ��___ - \ \� I I I \ \ _=-_-\_--- - � \ r'1 `_�\� I (11 III I 1 1 \\ \ \ \ \ \ I / I l I I I
1 I , 1f / \ 1 \ \ _- _ _�� \ \ 'n I I IIIIII 1 \\ \ \ (J \ I
I IIIIII I l // / / / / /i / / / // I ) =- \ \\ \\ \ \ ---_ \ 1 I 1 l� 1 / 1 nI 1 � / / \ I \ I l l \\\ J \,-- _ -= \ \ 1 1 I 1 1 I I I I (I \� J / / 1 �
111 I I�/ / �ii / //iri �/ /�/ /�/�/ X / / I I 11, / \ _,� \ \\\ \ \ \ \ / ) ) ` ( ( - _IIII\ \ 1 I I(I II I I \\ \ \ \
I I // // //�i / / /�/ / / 1 //l 1 / —_- \ \ \ ( / / / / // // //i I \ it (/ r �_ \\\\�,���- \ \ �____ _ __ �\ \\ I I I \ III III \ IIII - / 1- \
II I II I ll // / /' / /// � % i I / l \ \\ a \\ \ I ) } \ / / / ( \1 \ III 111I�I I --\ L°/ \ ,\�� f, � \ �-____ _-__�; �\�\���_ \ \ I \ 11 I II I I \ \\\ `� \
\ 1 // / , " / ///i��� // /j PZ5-10D / l l I I I \ , �, �---- / / / I / / / / / / / / I I ) ' X II I oll / \ !\ \ \ _---__--- - �-IIII\\ -��\ 11 I I I 1 ,�I \I I I I \\ \\ _ - 1 I / / I
III I // /I4 /// /� /� / / ( / / / // / 1 I // b \ / / / / / ///�� I I Ifi I I I 1 \ /�`� \ ✓ \___ ; _------ \� IIII _-\\ IIII (III I / 1 d II111IIII1 �� \\ / / // /
/ li,/ , /// / /�//// / / / 1 ( - /�� / / / l - \ \ \ / I ( / / / l // / / -;-� _: ,/ I �y I o -N I I \ ; - \ --- --- IIII I III \\1 1 I /
/llllljll /, /'// /� // / r ( \ \ IDRY\\- �,, / I I�/ (( //�� \ \\\\ \ /��- I \ I ( 1 //�i //� I� YI 1 111� 11 1111 � _ --- - _----- IIII\ ��- _ \ 1 1 11 I I l l�l IIIIII IIIII \\ �� 1 / /// /
/ 1611,1 // / /// /� \\ \ ' /_;,- / \ I I ��- - �// \ \� \ \ �/ / I I \ \ ' l// / / / ////� �\ - 1 J ^Ili' \II I II11 I / __ - - _-_-- _-- -�\I IIII \ �_\\ IIII 111111 I 1 I I IIII \ 1 / / / /
/ ll /11 111 I //(/// (l (\��\ \\ \ \ 1 ( `--� \ / \ / 1i/ \ I /- PHASE 2 __ IIII \\��^ \ \ \\\ \\\I\\ 111 I Ihl _�1 Illl 1i111\\ �I I (/
I / I l I r (j (\ �_\ \ \ \330- ///� -- / I I \�� --- -�_� \ \\ \\ \\��/ / ) \ \\ \\ 1 /////// // // I V�� \\\� % 1! / 1111� IIII II 1 I --%_;__ %-� -- - �\\ \\� \\\ \ \\\ \ 11 I 111 \ III IIII 1 11 / \ I I J / �/ // / /
//l l l� II' IIIII I I 1 \- \ \\ \`_ -/ /��� - ) ------ II 1 \ / 1 I \ // /// �/ \ O J / 1 /\ rl I I l _ �� __ _ IIII\ \\ \ \ \1 II I I l \ 1 / // /�
\ \ \`_- \ -- ,/ ) I \ �/ ) / / / ,, / // ///- 1 < 1/ ► 11► 1111 II 1 _� - = ____-----_ _\\ \\ \\\ �~ \ I III I 1 ► I i I i ► ►I I 1 I / /
//, III,III \1V\\\ IIII\\ \ \ \ ,\ \ \ - / I I \ 1 ! / I _/ I /, / \ \ � , I I I J - 3L-- -__ ___-� \ IIII \ \ II III I I\ I1 I I I 11 1 ► // �-
/ / I I \\\ PZ5-9D \__ /�,- _ X / / l I \ _ / / / / // ///�` //1 I I II l -_ i \\\ \\� IIII \\\ \ \ I II II Il I I I 1 I l/ 1 / / /
/ 1 I (\ \ �\ _ \\ , ., , , . \�-i'���-- /PZ5-25S PZ5-24D.�/ / III \\\ 1 _-/ / / // Cam\ �J / / I 11111 I I (I r/-� ____ %- \� \ \ \ \\ \\\ \ 1 IIII I I III IIII �. / /
/ ( I l \ \� \ �\1 cw: / / I \\ 1 /� /// (�. 1 1 I III I II I I I I I // - - _ - _ _ _ \ \\ �\ \ IIIIII I I I I
/ /// \ \\� - � 1 \- //' ---- \ �- cw: Gw: �/ / / 11\ \\ \\� o /' / ,%i /// PHASE 4 1� J / ) I I %,- _ _ �� �--- _ __ \ IIII \\ \\ \ 1 II I I \ I \ �// \ / / / /
/ \\���_ - J \ / / / / I II I I ( / -- - i - _ \\�\ ��,\\ \\ \ \ III I I \ \ I I II I l I 1 / / / / / //
�I \ \ \ ) II 268.83 / --�\ / i l 1 \� l / - -� --- of / / �/ \ I I II 1 1 1 l I (//--_� -_- - _-- \ \\ IIII\ IIII \\ 11 1 II II II 1 1 III IIII lI /I l 1 /
I // �,� /i) I) 320- \ / / 1 I \\ \ --ry l / // // / / / /ii/ ( 1 1 \ ( � __--- __ � - --- _ \\ ro\\ \\ \ \ 1 1 IIIIII I I \ I / / / / /
I - -- �i--� /!// i / / -_ _ \� � N/A / N/A( '%�/ / I I o \\ / y i/// /�/��'//~i ')i �- ,/ ' I 1 I\I (III II\\\\I \ \II 111( -/i/— ���� _-���� \�\\\� \��\\\\ \\ 11 IIII Illl IIII 11111111 \`\\ I\ I IIII III\ lI I \ � l / //' /' � / /
1/-�!�'�%��� ice'//ll l�//- /'� __- _ \ l / I I / /i� % /d / / ) I 1 1\ \ r - -
l� / - - - - \ \ \ i / I - I / / / l/ 1 \ I 1\I\\\IIII Ill(( _-- =_�__ ___- \\\�\\ \\ IIII IIII IIIIIIIIIIIIII I111 II\ 1 \ \IIII IIIII II\ // I I \ \� / / / /
Jl //%��i/ //ii%, /// /i /I `- - /i - ' \\ \ / l / I l l l l / c 1 I /-MW-18S / / //- ��/// I /j //� / / \I I \ \ \1 / �_� _ _-__ \ \ I I I IIIII 1 1 I IIIII I I \ / /
/ /ll /�/ "� /'/ '/'/ �i (1 '/ -/'-i _ \ \ \ \ \ / 1 I l l o� / / l / / l / GW: I l �'/ �' ��i%� Cam\ ' 'I /'/��/ / J I I / 11 \ I I I I II I\\\\\\\ \ \\\ \\ \\�f�( �i� _;, __--��__-_ IIII\ \\\ \\ \III \III III IIIII III II II \\ 11 1 IIIII III 1 /1 I \ ���1, // I
/// // l //////// /, /, l \ !--'-'/ ��/ \ \ \ PHA 5 0 //� / // / // //-/�_-/ 1 /// / / / I I ll\I\\ \\ IIII\ \\\� / i =- -_� �\�\\\\\\\ \\\ IIII 11 IIII III IIIII IIII1111 IIII I 1 I // // / / �i
///� l///� /// / / / �/ ( �� �� / // /PZ5-8D, / -- ) 1 I I I / / / /!�/ � / / /--- ( \ \ �/ / // / , / I I c� 11 \ \\\ \\ \\ \IIII\\ \\\�� J/ // - L: ;ld t ��\\\\\\\ \\\ IIII \ 11111111111I II( IIIIII 1 Ill \III IIII 1 / / ( \ / / /
/ l I / , /// / / / / I (\ \_ `o _ _ _��/ - / -) ) 1 - I I I ^� / / // ✓ 27s.79 / /i �- / / { / I \ / \ \ \ \ \ \ \ \ \ \\\\\ J / - --- - Js 1\\ \\ \\ \ \ I I l I 111 1\ \ I I J I 11--' / / /
l IIIII III /// �// / I \\ //���cw: / ��/ Jl - I I 1 I I // / / _ // � // / - //1i �i� 1 IIII\\ \\\�\�\\\� ,1 �� - \�1 \\\ \ \ I \ ( _
/ I II // / ��_ _ // 27s.4s ( / / l �i / / /^ I / \ \\ , \\ \ \\v //,- - _\ \\\\ \\ \\\ II IIII IIII IIIII 111 \1 1Ir IIIII / 1 // / / /
//l/ /� 1 Irj I 1 / �/ ,- --//I -� I I I I l / / / / / / /// / / _ �� a / / -J I �� \ \\ \ \ \ \ \ \\\ J" ---- --- \\\ \\ \\ \ I I 11 I I I I \\` \11 11\ / / /
(( / I ( i- - / I I I 1 / /�2so- / �i / I / ( �/( /�/ // \�l \\ \ \\\\� \� IIII\\\ IIII \ (//---____ \/\I IIII\ \\ \\ \ \\\tll III11 I11 IIIII 111 \\ I 1 111 / \ \ / / / / /
/ l/ll I I 11111 ( ((� (I I r I 1 \ \ �,3op -! -/ -, // j �/ / i��' __ 1 1 I I I / / / / _- // / //� / / \ %\�/ /�\ �� f / / I ) \ IIII \ \ \ \ \\ IIII r //� _- - \\ IIII\ \ \\ \\ \ 1 I I 1 11 \ \ \ \ \\ / / /
/ I I \ \ \ \ - //r�� c., I I I I / ��// _-/ /- // /�� / / ��� \ ///� / II 1 \\ \ \\ \ \ \\ IIII \ \\ \ \\ \ \\ \\\ �,) /, \ t 11 \\ \\\ \\\ \11 11 1 IIII IIII111 1 11 I I IIII I \\\ \�N J/ / \ \ / / /� / /
I IIII IIII\\\ \\\ \ \ \ _ _ - - / /�/// ���/ \ IIII l / - /// 1 / 1�/ / I /� / I)\\\\\\\\\\\\\\\\\\\\\\\\\\111\l\\ /�-- \11 \\ \\\\\\\\1 II II 1 \11 I N\v\`- �/ / / /// /
/I I III \ 1 \, -_ - //�/ ! PZ5 ss , \ 0 1 I I 1 I I 1 `.� - // / / I / � \/ \ \ \ \ \ \ \ \ I 1 \`\(<< /\ 1 \ \ IIII IIII 111 111� 1 I 1\ _ oo \ / / /
1 \ \ \ \ \ - / \ \ \ \ \ \ 1 \ (IIII\\\ \\ \\\ \11 11 I 1 I ,11 IIIII \ �I \ o--- - \\ \ / �/ / /
I III II111 11 \ \ \ - / / �/ /// / \ I 11 1 1 / -�'� � / \ // / / / / J / ( IIII\\ \\\ 1I I I I I \ IIII \\ 11 \ IIIII Iw 1 0� \�,\� \ \ /// / / / / /
I II I I \ \ \ \\\ \��_-_ - _ ////cw: l I I / l 1 \ IIII I I\ -/ / / / ����\��- � IIII_/ / �i(// // / ,� \ I\ \\ IIII 1\\ IIII IIII IIII IIII III I\I�� / \ \\ ��l I 1 11 IIIIII II 1\\ \1 Iw Moll I \\ \ \ / / / C /0
I I l I I I III \ \\ \\ -- / / / '274.02 I I / I I 1 \ \ I I I 1 /_/ / / - � \ / / V / /v ( 11 \ \ III IIII I I I 1 I 1111 I I I I I I I I I I I lC 1\ \( III 1 I (IIII 11 I I i11 111 ,A ►\,II I o \ \�\ \ � � \ \ / / � `�� C
I I II \ \ \\\ \ / // I - - / ��3 I \ Ill 1 I I I ) \ 11 II III 1 1 w\\\ w to 01 1\ \I \ \\\ \ / / / \
/ 111 Ill 11\ IIII \\\� -- _�_,GW: - / / / II; I to I I I \ N �_ XPZ5-7s \ \ \ 1 1 11 \ \_�// 30�- / l �� ��� 1/�r/ / /// / I j 1 /I1 111 III/ I/I IIII IIII //,I IIII IIIIIIIII 11 _ I \ \\IIII\ \iil\\`\I ,�II w11�\\\0\\\01\\ 1\\ 1 \ \\\ \ `�\\\\\ I I 1 1 \ /i'/�/ / \_� \\�\`\
I III II 1\\ \\\�\\��_-__�-_266.92/� // // // 1 0l I I I I 1 \ \ o-- \ ( \ IIII /// / / / -/ \ "/ L, �k' / // / I 1 III / // I III I I \ -� 1 I \ol \ool Io1 lo\\\\ \1\ 1\\ \ \ \I\ \ �\ \\ \ 1 I ( ( / / / /� — �\\\
/ ' IIII IIII �\ \\�\�2e,_-- �Pz5-6D �I /// /O l to I I "� \ \ \ \\�_Gw: l J \ \ \ \ \\\ - / / ���� \ �� // / �i) I / / I I 1 I l/ IIII I IIIIII /// Il�llll l IIII 1 i C ,1 I\I 1 \I oll "II o \\\ \ 1 IIIII \\ IIII\\ 1 I \ // // // IIII\
I III\ \ \ \ o _ / o, / 1 �I \ �_27s.03' / \ \ \ ��- Zao n// / / \ \�\ \ / ' ' // I / / IIII IIIIII II11 IIIIII IIII I II II 1 I > / \ , I I I'a ,log to li i 1 �I I 1 \1 1 \\ 1 I \ / / / // \\ \
I11 I I I \ \ \\\� ���- - /(o / / / v / I I 1 \ ` \ -- \ \ \\� _ - --/ �/ / / ( !/� ��/` � \\�� / / / ( I / / / / I / I III 1 I II \ / / 1 �o / I to l "'IIII III' IIII\\\�\\ \\ 1\II IIII IIII I1 \IIII \ \ \\\ \ I \ \ \ \\ �// / �i / //� \
IIII \ \ % (`�/,, , / / , I \ \ \ \\ \\ --- ' \ --/ �vjI I (I , I >`--, �J �) JIl��/, / I , I ( /I ll l l/I/IIIII /111 l ll I Illl l ,Il I \1`- - / .� ►¢ice// I I I► ► ►I II \ \ \ I 1 \ 1\ 0
I 1 ` \ \� \ \ \ \ l0 / : I l �� /� I 1 11//l l /l/ l / 1 1 // / / /l J I I \`� o ^ �o�.�� / hIl III II 11 \ \ \\\ \\\\\\ IIII \IIIII\ \\ \ 1 I \\\\1`\I 11 \ \ \\ \ / /�1 / / ///
11 I 1 \\ \ \�� \ \�__- ( I (I \ \ \ _ - 1�l < �/ l / I I �l / / / /! / //� 111 l / / // ��� -^/ J /1\ III1I11 III \ \ \ \\ IIII 1 \ \\\ \ \\ \�^ 1 1 \ \ / /, / //
IIIII \\ \\ \ \,zoo \\ '// I l / 1 I I I ---- \ \ \ - \,-� �I J , �o --�� (\ `-� I I l / l ll l l Ill// / l I I 1 ��/ \\ / ' ✓1 \ / 1I I I I I \\ \ \\\ \ 1\\ IIIII\\ IIII\ IIII\\ \ \ \I� \ \\1\ \ 1\ \ \ \ \ / / / /
l / IIII \ \ - � )/ I I I I I I \ \ \ \ - ��---_ _ - \ \ --: 29� (l,,- \ L �/ / � `��J /�� // / I ( )1 I/// / // / // // // 11 l/ 11//IIIII // !�//!!O/ / 1� \ 410 -� ( / I I I I I I I 1 \\ \ 1 / / / /
J III \ \ \ \ / , I I I I I \ --- --- \ �v \_ _ ( / / / l� / J/''( 11 I I 11 III\ 111\IIIII1111\\ \\\\�\\\\ \1 \ Illl \\\\ \I11 \ \ \� / / / ��
/ /III \ \\\ IIII \ PZ5-6S.// / / / I 1 1 \ \ l 1 \ \ \ \ -__--- --� \ \ X MW-19s ��/ - Jj\ / fi / I I /l /j/ / /j / / // / // l/// /l/ o ll/�oj l// \��� ` \I I I I I I \ \ \ \\ \Q I \I 1 1 \ \-_/ / / •/
X \f�� �,I\ �� -����\ / / / I / /! / / / ,///////8/ //o l y "� I ( \� II I I III III II I\\ \\\ \ \ \ I(- \ 1
/ I \ \ \ \ \, GW: l I l \ - GW. \( ��\�� _ 1 I I I I III \� \ \ 1 \ , 1 1 1 / o
/ I \\ \ \ \ \ \� // I \ \ \ \ \ \\ \\�--------- \ 1 PZ5-Mw23D C / (( \\\(I 5� J \\ / /�/ !' / o //"� / /' I I I I �s��� \ / l�/II 1 I I I I l I I III \ \ \\�\\\ \ \ \11 1111111 1 \� ��/ / /�1
/ 1 \ \ \ \ 265.85 , I I 1 I \ \\ \ \\ \ \ \\ ) / GW: ' �- 290.91 1 - 1 �_- \al/- , )I I / I / ��!/ / o !/ �o ,�h 'h l 11 I I 1'I \ 1�,ti� I_ / j//l 1 1 I I I I I I) I I 1 I I II I I) )IIII 11\ 1 1 1\ \ \\ 1I IIII 11 I ���/ / / //>
I1\ \ / 1 \\ \ \� — __� )J / / I�/) I /� / / /o "� ^i Ill,/ll/IIII /JJ1I �=-c�( // //IIII III Ill IIII IIII111 IIII \II I11 \ � /
I 1 I \ \ \ \\ I ( 1 \\ \ \ \ - _ �/ / / / 1\� 4\ ( „` / / I ^� ' / l I I l/ I)o �� l /�//� l /I 11/III l/l II I III \1� IIII / /
I 1 \\ \ \ \ \ l ' I I \ \ - \� \ \� PZ5 5D = // / / / N/A / / / \ \ ^� II III /1 1 ll / 1 Ill / / ^� I ) , / / //ll ll II l/I ll IIII III III I I I ll I II\ /� /��/
\ \ \ �- / I \\ \ \ / / / 1 I �/ I k �S� )\_ �;,, \ 1 � - � / \ I ► I II 1�1 I / // / / / �( ( ��� �' ,// / / / /// //// / // 1 I I Ill I \ \ I \ \ \/// /
J 1 / \ \\ \\ \ \ \ -� // I \- \\\ \\ , \� -_ / i / / / // / I I / / // \ �1 \� /I \ I �� ,- / I IIII III I/I/ /// / /////II I\ I // // / / II // /// // //II ///IIIII 1 I I -/ Ill III \ /j
r / \ \ / l \_� 1 \\ \\��-- / i /�/ / / / / // I / / \/ //��/ �/� // it \ \ \"� ��-\ 1 1 �� %/j �J /�-/ I I IIII III IIIII II III ll/ l l lI l//11 \ 1 ( / / // /// / 11 l�l / lIl II l I I / I I \ // /
/ ) \ \ / / I I \ \\ \ - --� / / / / / / tip/ / --/ �-/� / /�/ l I 1 1 I II I I l l/ / 1 / f \ ( -\ //// / 11 //ll //l ll ///I l// 111 I I (f1 IIII Ill \ \ // / /
�--- I I ( ) / \ / / / / \_ I \ \ -- -p��� , // /// / / / / / _ // r / / / j/ / I I I I I I I I 1111 /l / II / // I Illl / \ \ \ \ l ) /�// /� /�/,/�Y//,/ // // � IIII j ll //ll // % � /1// JIIII ` IjII I I I \ _// ,// /��/ /�
\ / / - l (--_, J� , \ \\� //%°'PZ5-5S / // / / / / // / // / / --- I 1111 -/ / � »�!\ I � ZZ, // I I / �) IIIII III IIII 1 // l l l/ /l 1 1 // / / /// // / //�/ / //// / IIII (\ \ / ' /
/ ( \ \ I / / / / l _,-, / Gw: / / / / / // /' // 1���1J \ (/ _/l i /%%i�Ji//l / / Ill l �I I 1 /III IIIllll/ll! l// %l/I \ l ) \ l // /// l �ll �%/ / // / 11/4
/ / / ,/ / / / / -/--- l/ Il / \ p( /// / 1 / / ) l / l l 1 I l l 1 I I / / / // // / // / / / / // //_///1 1 1 // �// o�/
( \ \ \ I ( ' / <_-_-- // / ARTESIAN / j/ /-i j GW: // // / / / / / / / / / / 2p- (////� -� /J )�„� -� �- - - / / // /l l / / / ll/ l l Il l l l //// l / ( I / , ) l //l / I l 11 // //// //// ///�///�///// ////// I,/ IIII I ` \\ \�/ / r /// j
\ \ \ \ \ ( ( /, / / Z / / / 3 yr I� // �! /, ll /�I l�l l� l l l//l I / /l , / /l // / / / / //� / l Il \ \ 1 ///( / ,.
\ \ \ \ "�- / / PZ5-20D/ / // / 272.27 / / // /, / / / / // -�- //� /� /--� / \_� //� /// / / / / / // /// / / // / / / // / / / ) ( 1 / ( // /// /// / // // / / //// /// / / / / // /// / 11 1 �/ /
\ \ \ \ \� _ I l I I ' I l / / / / / / / / //� // -/ / / ' // // �//1/ / (/// - / /////%� /////j / / / / / ////j / / //////////// // l /l( 1 ` 1 I // /// ///j //////// ' /, ////////�/// //// ///// // / / ) \ �// //��
\ \ \ --- J c I l ( l I // /'/ / -/ PZ5-4D-//�/��/// ( I -/ / / /i//�/ll -// / ! / / - //-///�/�//�/ /// // / / /l \� \ \ I // / ///// /////////// // /// / %/ ////�/// // (1� _� \\\ \ // � I /�//,,
\ \ \ \\\ ----'� / /PZ5-20. I Ill I I / 1 I I l l / // / //, -/ /// -)�/� �I/ ,J /// ���=J �- / /-/�/ / I / / �/ /-�i/// %/'�///% /%/ /�// //// III I ��,�° \\_ \ I 1 /////% l /////////// /� %/////, ///,y%// ///'�/// //%�' /��f >\\ \ %l/ ////�
\ \ \\� cw: / / / / 1 / I / I / / / ( / 1((Mw-2os _� \ /� / / / / �-� / / 0//� / �i /i/ �i / / / / %/ �r��� a ' \ \ \ /// / / // // / // / / / / / / \ // L \_
\ // / / / I I / �286.40 ��� /�I / - �(lC( / / ( / / \'h//�3�//�/rj /,/ �, //�//%j%i��J// ���/ \ \ J ////////�/// ///////�///�///�////j%/- //�///// / //// / \��\ \\ \ //�-�- �// /
\ ARTESIAN / l / 1 / / I / /-� / \� �/l / / / _- C�, / //i �/ % // / / - �� \ \- / / / / / I // \ \ \ \ < \ \ �%/ \
\ \ / / // / / / I I I I I ( (/ ( C -� / / / �I /GW: � / \/ / / - '--- �OiG/�i�/ i� ///� / (( - - \ / / / / / / / // / / / /// \�`� \ l \ \ // /
\ _ J / / / / / // // // // /// / / /// /
\ j )� ' � / ' / / / / / / / \ I I - I / / / /i / -i'//, / / /i. / � / - /�- \ // / / / //// //ll //// /// // ////// / / /// // /// ) // //� \ \ \\` \ / I l /
I / / / / / III \ \ / / / / / 1 294.67 ` / / / \ / / /-i /iI q0 !i/ . ��� / ) / / /I /ice- /��/ l / / /// //� // / /// ///� �( // \ �� \\\� \ �\ \ / /
/ / / / , / / ! I I 1 I I \ \ \�-- /' /� / l / ✓ I i 1 / / // // 3 / ,/i / �i / / / / / / / / // // l// // //// / / /// / / I /%/ / \\ \ /\ \ /// )
I / / ///// /// �/ / I I 11--- / /� J //L / I ('� / �/i - / / 5 //�/ ,/�/ / / / /// ////// // ! // //////// / ////// // //% // ( \ ,mil /\\t Z \ \ / / / //
I / / / // / � / / 1 \ \ _ / / / \ / \� 11 / ` - �/ -�� / 1 / - // 6/ ii/// /i /�� �_�\�\,� / / / ////�//// // l 11 / / //// / / / I // -� / n\ L \ \ \� / //
I / / / // /// /� / // i / //// I XPZ5_-3S \ \ \ \ \ // /// \ ��\\ /�-� ) I / )o //� j i j�/� 0 /t / /� j///j/i�ii PHASE 1 / \ // /// // l/l 11 l// // / // / /� � / b/� / \ \ \ / /
REFERENCE cw: \�\ \ \ \ `� o / // / /// / i / ��� �; / / - �// - // /�/ �/ J //-ii //%i-; \ / // //�//� //�// ///,�// / / / //// / / /j/ ---� I I / /-_/ I lj \ \\ \ \\ /// / / r I
1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL \ o\\\\_ -- - 0 �� / / / / / �' I- --� \ //\--\ /- -�/- / /i ///i/i/ / / f// , ////�/ �������\ /! ////j/ /// /,// //// / / /�/ ///'/ / / / / l / /��/ - I \ ' /
WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING \ �\ \ \\ \\ j a��) / / // / // / /, // I / ___ �C - //// /�i/- //i�� i/�//�j� / / / / / / // -__��\ \ >I // / / // //j////, ///////////// /V / / / l I / j/%' -\� l! /�( \n\\\ \\ \�\/ j/// / / /
/ �� _ `) //// / �i� / i / ///90/ // / // / // / / / / // //
CONSULTANTS IMC JOB N0. 16030 DATE OF AERIAL PHOTOGRAPHY l /\` \`moo\ \ \\\ \_��iii'// // /// // / l / / ///�� // _ / /// / //i �ii i�z ,�, /// 1 / / 5// / J///// //// IIII 11 ///� // / // / /�//x//////// ////// //� / / / / I /,/% 1 I `(/ \ \ \ /�// % / l / l
( )� �2 \ \ \\�=-/- / // / / / / / / / _ \ /i /iii//�-��// �// 7 // / / /,///� / /� —I III \/// // /// / /// // //////// / �% �// //// /� I �l
FEBRUARY 27, 2016. / / �e� \ \\ \ -- // l / / / / / /- / //i'-- / ( �% /-i-�—�/� i // ( // ��'--- I I I� I/// // /// //// // / / // /// / / / / //// /� \ \�/ �\\�\� �� //// // / / /
\ O \ /- / / / / / / / / / /./ice — / —\�\ ) ` %�// / �— / // /�///•p�0 // _ III 111�/// / // // //// //// X/////"/�/ / / \ / / / / /
-/ / o \ \ \� ----��- // / / /� / _ / -- /�--\ \ �) /% j%��- -ii� /�i ��iii �' / // /// / / / / - I/ I /li 111// l / /// //// /// // / / / / // / / i�--_ \ \� - �// / -/ / / /
2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: \`_�/// \ \ \ \\ //// / / PZ5-1 D // - - \ //�%/ /�i/ -�����/ice' I = - /// //// / ///%'j 10 / /^ 111 / / / //// / // //// / / /// / / / l �J / �_� �� ��\; _���/i / / / / i
�( l / / / / I I -- // l ///l///// // //////// / / / // //�/ / / / -
3710644500J, 3710644600J, 3710645500J, 3710645600J. ��/i/ \ \ 1 \ \ �—PZ5-2S, // // /� / "Gyy; / / �// ///// // /�� �� ! -- ///// / // / /ll / l / J// / / ///���/�/�/���//�// / / /%// I /�/ \� \ \ - / // /J ,\ \
/ I \ // / / / - ) / // ///i //-/� /� j f / / / i / / /� �//i/ /i-/i/�// , //(/" � ll / l / / / 1 // / 1)
-�/ �� I \ GW: //�j/ / /// // \284.38 / _ \ \ // r �ii���� ) / /-�%--//--/��--i%/ //// ////////% kk� _- ` - ���////�'%/i I Il/ l / /l //// //////jj///// //% //// //l/ ( 1 //% ///// /%_ /� - / / \
3. GROUNDWATER POTENTIOMETRIC CONTOURS ARE INTERPOLATED FROM �!� I I \ 283.75''/ // // // // // / / - / ��\ �\ / /� / ll(� ( j '/ / // -' / /�/ / '/// II �i / / / 1 / // /// /�/ / / / l / //\ // G/// //�'i--�� \ \� '\ /
I 1 /// / / / / / /-- // / l( l� III MW-8D / /ice / �J-/// �/---/�-/ /�/ii // /J 1l �4zo = �/ / I I I 1 /l l/ //l / / 11 l j / // ///l l l /l/ / l �/ \ /// //// ,i_�\\
THE WATER LEVEL GAUGING DATA SHOWN ON THIS PLAN, COLLECTED ON -- / `--- _ / / // / / \ / / - / - j��- , -- //// /// i// 1 \ _-_/ I l l / / // ) r /
/ l I I \ - i/�j /// / \ o / S �/ // //ii /i/ // \ - i I l!l ///l // / l //,/ /// / /// l �// / /
MAY 31, 2017. - \ \ _--� / ///�/// //�// ////// ---\ \o I // 11(� /`GW: �1 (� ( // / /-ii // / / / // J l / / / �/ / / / ���� /
�_.� _ / %// / �`L // // / /�----- \ /// / // / / %Ill- N A_ \\ 1 / / /// /- -i/ / /ii,, / I / , / ! / / /// //// // /// //// //// // /// / // \ / / \
4. GROUNDWATER POTENTIOMETRIC ARE INTERPOLATED BASED ON THE DATA "'� L \- x' / �// /�//I / / /'/ / / // // /// / / _ / l // / / / / I I r� I --��\ \ \IIII \` \ ( / /(/ (�(((/�� ( /��,- //' / /l /l/l jll�l/ / // l / ! / /// / / /l (// / // j //// // //// 1 / / // /% /"/// %/, / \
// / < ( t / / / , / // /// / / \ \
-� o l / / / / // / / /// / �� ��__� -� )/ /�/ /ll ,1 �► \� \ \\\ \ \ \ \ \ / 11 \\\ \\ l / lj J \� IIIIII l/////l l/ l / /l ///�/ //�j �j/ // / l // // /!/ /\ /// / ------
OBTAINED FROM THE BORING/PIEZOMETER/ WELL LOCATIONS AND I ( \_�- - // / / / , / / / / // / / / 1 I -J( \\ \\ \\\ \ \\ \(\ ( 1 I I 1 \ \ \ \ \ I 1 IIII\ \\`\ / /�//// // // //// /// �/ �/� / // / / // / / / // J/ / / �/' ///
- I / // // / / // /// / / / // // // / , / / l /JI \\�\� Mw- \ \ \\\ \ \ \ I \\ \ \\ \\ \ \\ \\\ \ / /// /� / / / // / // / /// / / ( / // �/ // / ---�
SHOULD BE CONSIDERED APPROXIMATE. \- _-�> // // / / %/ / // / / �/ / /// / �/ // �/ / t \\ \ \ \ \ \ �\\ \\\ \ \ \ \\\ \\` \ \ \\ \ \IIII \\\ \�\\ �. ccf �\ �/ //// //// /////// /// // / / ! / // / // //� / / / / // // / /// //�% / //' / \ \
I I / //// / /// /// 'Z / / // /-- / / 1 /// // / 1 \ \\\\\ \ \\ \\\ \ \ \ \ \\ \\\ \ \\ \\ \\ \� \\\,r \� \ `� \icy !// // / / / /// //// / �((// // //// / / //// / / \ / --_
5. MAXIMUM GROUNDWATER ELEVATION IN EACH PIEZOMETER FROM PHASES \ \ \_ �� , / ///// �// //// /, //1 // r / / �01 ((( ( I \ \\ Gw' I\ \ \ \ \\ IIII\\ \\ \ \\\ \ \ \\ \\�\ \ �o IIII /� \ \ �ll�ll�ll ll! / / // //�li l'(lI I l l ll l/l/ // ///l // / l �/ I /�/ /// // -- - / I \
3 AND 4 GAUGED BETWEEN JANUARY 2015 AND JUNE 2015 TAKEN �\ \ \�_ -I / / / // /� // /// /// �" // T / / 01 I \\ \\\ \� N/A -� 1 \ \\ \\\ \ \\ \\, \ \ \\\ \\\ \ \\ \\�\ \\ \ \ \ / \ // // // / / // / I / // / / / / ! l // // / / / / - I I
/ / /�/ ''�G,�/ I 1 1 I I \ \ \ \ \ \ \ \ \ \ \ \ \ \\ IIII o\\\ \\ \\ \ \ \ / /l�jll 111 / ll l l / / //// I /) J I)I J ll l / / //// l / / (�
FROM SCS HYDROGEOLOGY. _� \��_�-\ / / / / // // / /% / //// //' //%//'�00// /� / /' \ \\\ \ \ \ \ \\ \ \ \ \ \ \ \\ \ / / // / // ' 1
( \\ \ \ \ \ \ \\ \\o \ \ \ / / // I / (l , // / / - 1- I
o _-_ l l / //� �/ '� i// / / 1 I I I \ \\ \\ �\ / .�� \\ \� \ \\\ \ \ \\\\ \`-\\IIII\\\ \\ \ \ l\ (�� �,/////,\o///�! / /// / / / / /// , , // !1 J/JI /l /1 //// // (l / /// / / -_ I
o� ) 1 I l / //// /// / / / // /,, , / // / / / PZ5-19S� 11 \ \ \\ , \ \\\\,\ \ \ \\ \\ \ \\u� \\ o \\ \ \\ \� / //b� // // l l / l l l /� /////�/ii//i// II 11 //// // 1 I / ^ / / 7 1
\\ \ \ \ \ �,\ \\\\\\ \ \\ \ i \ / / / / // / / \ /I / /
6. GROUNDWATER ELEVATIONS BASED ON PIEZOMETER WATER LEVEL \�_ l /IIII / /////// ,�///// I / ( \ /i/ /�////�/ / /- \ I I I \ \ \\ \\ \\\ \IIII\\ \\ \ \\ \\\ \\o \\ \\�\\ \\ ��\-- //////l�//// �l /l / l// //// //�/////' / �� J III I // / / 1 /� //l / / i// / �� - I I \ )
READINGS ON MAY 31, 2017. TOP -OF -BEDROCK ELEVATIONS \ \ \ ( 1 I I I // // / /// / /( (I --_i- /// // // GW: / / / ( ( \ \ \\ \ \\ \ \\\ \ \ \\ \\ \\\ \ \\ �\ \\\��\ \\ \ IIII\ \\ \� \\� \ \\\ �_� // ,/ / / /// // / / / / //% / I / /,/ / /� /
--- \ \ I / Il ( 1 1 \ \ --�- /,/////�/,// 287.21'� / / ( ( \\ \\ \IIII\\\ \\\ \ IIII \\�\\\\\\`�a\\ �� \\\\�\\\\\\ \�\\\\ \\� �\\\\\ ///,/�//%%���/Q�j//� //// /�l�/��lll�/�� / /�/l/ll (� /� //// /// ' 'i, / / - / ) I 1 /
DETERMINED FROM AUGER REFUSAL DEPTH AT EACH BORING SITE. \ \ \ IIII I r11 I 1 �I ` \ \ \\ \\�\ \\ �\ \\ \ �� \\o\_ \� \ ,\ \ \ "\\,\ , , .,/// / / / /, / ///� / /�/�j/,/ / - / I
--� .\ \ I I I . \ . \� ��_ -/ //. /. , 7 / i - \ \ \ \ \ \ \\\ �\ \ .\\\�\ //, /.O� i/, i/// /. /, . i�„ ll/, 1. , �l / 1 ,�// ///// i //,,. i-- ( I
0
cc
U
w 0
cc
Z 0
O U)
W
cn 0
W
a
0
0
Z
Z
J
O
a
CU
_
O
z
0
Z
W
m
O
W
W
0
m
m
=
V
1�c;
^ T
^ N
� N
�1 Z M
� °- o
M G n
0 m N
U co
a)
� a
.$ LL
0 N M
M
Ea? o
��yy >
0 � M
p o N
'� o
"'' a co
0 ,
W E a
a)
_y U
w o
0
rn
r r
u
cc
a�
W W
CCaa
0Oaz
a
0
W
Z
J J
J �
� oc
oa
ZU
a=
J
V z
� �
0 Q
OV
u.I Z
aO
�z
0a
LL
O
z
z
O
z
a
0
0
U
c
5
=
U
m
Z
n
�
cn
W
r
W
Qa
02
Z V
m
m
0
M
Z
Y
II W
0
0
U
T-
O
II`
T
o
c
,-
r �
N Z
>
II
r
W
r �
a
MOa
CQ
c
0
m
w
O
0
0
o
a
FIGORE
70
G
0
II
1 5 1 4 1
3
2

8 1 7 1 1 5 1 4 1 3 1 2
A
c
/0
\ \ �_,_ - /- e ' t ,— \ —� — — _—� — — �i / / r / i , i/ ,— i \ \ \\� \ I I /, v / /' '\
- /i. / / / /// / �_-
\___`�/jf/lam- \ --___ =- �, �� \�� � -- �i� , / / / //� //// /�/�� /� ---'� j I I I 1 \ \ \ \ 1 I // / / / / \ \ I
i i t = _<�� � � �_ ♦ / "i /� %/i/i��/,.. i //��� � � ) / �I' I I \ \o \ I l l I / 1 J
/ _ \� ��_ —��_� �i // / i j/i'i�/i��j� //�/i// i � —� � \ I I 1 / 1 1 \ \ I I I l / l
/ /-/,� \ / /�i�%��ii //, /i/ //j Z 0� \ I 1 / / / ^ I I 1 I / / /--� 1 I I \
/ ��� _ __ - '�/ ` / ,I,," /, / /, / :�ii ,� // 3.37o R PZ5-17S / / I I I / / \ \ \ \ \
/ - \- _ -� \ _ /i // / / /i // /
- / GW: I / \ \ \ \ J I I I I / / / \ \ \ \
/i/ //i//////// �� � o I 2s2.4s' I \ III o \ \ \ \
__ \If / / ` \\ \\ IIIJ I �' \\\\� \
// ��• �' /' � � J \\ \IIIII / /// / / / / �, I 300 \ 1 I l %A I I \ \\ \ \ \\ / III 1 I I / \ \ \ \ -, \
NORTH f' � %- -- \\\\\\I III I // / / %' _ \ \ 1 I I INI I I I I \ \ \ \ MW-13S \\ III III I I l l♦ \ \ ` \ `\\\\ \
/ i /i����� -�\� \\\\\ \IIIII / // / // �i % \ \ \ I O I I I 1 \ \ `. \ \ I / 1 \ \ \ \
/ / -,- ---\ I '/�% - I I \ 25 \ \ I I I I i I 1 \ \ \ \ \ \ \\
r / _ _ \ / /-j _--,� 111/ // �/� /�// / ;31Q� \ \ II 1 I I I I I I j \ \ \\ 25s.3s' \\ %l I ) I li� \ \\ \ \ \ \
/ / // �%�%,i__-� \ I \III/ // / / / / / // w I I I I I I I 1 1 \ I \ \IIII I \ \ \ \ \\ \
-��' \���/ /�i/ice I- '�% _-- �, �.. ,N I I/ I I I I I 1 I
/�� �� �% _-- .N v11 I I R I I o I I I o I I I I I I I \ I\ 1\\\ "�' 1\ /� I I \ \ I
P ��. /,iij��ii/%.- �� Pz5-15S oII 1 I I N I I I I o ,r I o X PZ5-16D I I I I I I I I \ \ ) I\ I I I \ I I I \ 1
/�// /ii%%��--=���cw: �'1�\ \\1 I I 1 Gw: I I I I I I III \ �- I I I 1 I I
' /i�/ i��i�� /i �;� `I 111 \1\ \\\` I 1�\ \ \ �\ I I\ I % \ \\ �/� I I II II
/i / - 255.60 � \ \ \\ 274.55 1 I I I I I I \ \ I ,n I
,� II ///i/ /� / / // /� --- 1 \ \ \ \\ ` \ � I ) I I I 1 \ \ I I I I N ) I
Jl / ,/ , / / // _ 9p \` \\ \ \ \ _ Q I I I I 1 / 1 I I I J l
�lj/�////// - l�11 / / / �� --- _,��•��1. \\ \\\ \� \ `\\ \\ 31 1 I IIII \ \ \ \ I I I I / 1
/i/� I I// / \\\ \\ \ \ I I,r. \ �L � I I 1 / /
�/ii/�����--III �i/� -_- p ����\`�\�\� \\ \\�\ 1 1 I I I I\\ \\ \\ \\ 1 I I I�// J I I I I l/ l
�i�/�--�1 11 /�/ � ` �, __ �, \ \ t 1 I I \ ��►
1 ��''i ��i�%�� III /I///%' �� ��r�� \ 1��' -= \\\ \\\\\ \\ \ _/ / I I I I I \ \ \ \I I I I 1 I I jIJ I l / // // / i
�,/ ,,//� _ J u'I�I ll�,���-- _�o`�C\\ \` \\ J 1 \ \ \\ \ �/ , I I I 1 I \ \ , 1 I I I / \�� J , 1 \ / //// , �/
1 / ;%/ /� % , I \ \ C \ I l
� \\\y_ �\ I 1 / /
o �� III /' /// \ \\, \\\-- - � �z � \ I , 11 I 1 \ I I I I I I 1 �// / / , \ / ,/ ,/ ,/ 1
/ ,/6 /////__\\\ \\ \ \- \ \ \ / III \ I / I / l
/, /i /�-;�j� I . III - �\ \ \��\\\ , _ - ` �;� \ , / J) J ► \ I I ► III /,/ 1\ \_ZSQ / /, ,/
_� // // �ii���� 1 I / -- \\\\ \\ \\\\-MW-14D,�i\ \\v\��� / / / 1 I ' \ 1 I I I J J `'� ,- — /
\� //��� ./� /i'�i�// /_ ,4, U/ ,.ir `�\\ \\\\\\\\\\\ /� GW' � J� j a //'� /// I I / / / I\-� '\ \ `- '15- / / /
�/� /� - I l / o� \ 1 \ \ \ / --/ I 1 / /-- \ \ `L //
_---- , /, / /I-ii/��/���_ / \ \ \\'i'--277.94 -__ / /` \ / / / c_ \ I / // /
\ / /� / /i/i/ - X ;�' �/I'll I �wz; � - j \ \ \\\\ \\ \ `� -_____ ��l y / / /(j� ��\ \ I / l \ �'� �� \ \ �\ / ,-V / / /' /
\ / / /j//j///// , / /j ii PZ5-14S i/ _ \- - �� �_�
\ / / ////////�/, - /� / ///� - I �� � ��34 __ \\ \\ \\\\ \ \ � \ I I I / \\\ \\\l\\\� \\ \ /� /� // / /' // i�
\ ///�- ///,// / ��, /// /�,, �GW:-//;�'- \\ \\\\\ \ \ \ -0e I , J L , , \ \\\ \\ \ \ �_ / �- ,/ / // , , - �/
/ /// I /j/. /,///�, �r 2s3.24 . // \ \\ \\ \ \\ 1 \ 1 \ 1 1 // / 111\ \ \ \ \ \� / / i '
\ /, / /////�/ /I /// / /i/, / / _��,� — \\\\\\\\�\ -- / 1 1 I I I I \1 \ \ \ \ � / / / / / o� / / , ,
1 /// /, llj /////r/� / �i / ///� //� �// ��=-,�,5�-_ \ \\ \\\\ I —=� I I I Imo,/ / I 11 \ / / � / ( ��—_
\ / ///; II(/�i / / ,�, (�j/,/ // - �\ \\\\\\\\11 \ / \ I , I / I I I,,I I 1 \ h\ \- / , / /� ,`� / �__\ \
�0//�_�\11I I ' �I IIII I1I1 / 11 I '/' / "' -asp=��\ \ \1\\ \\\\\ I ( \ I I I / I J I, \ \ \ �� ( // / I ° \ ,
♦ , / /�/ \��\�\�11,1 I I I III I I III I(I I I I PZ5-14D I I I 1 (� �\\ \ \ I\ 1\ I"iA\\"\ \�l > � PZ5-27I � � � I I\ // /�- I / / / I � I \ \ \ \ o I � �\ ry\ �--,� -,- \\ �\ \
/A/%/ '- — ` II \ \\\ 1 I I (// \ MW-15D1I/ I \ I / I \l 1 / / N \\ \ N I I I \ \
/ / I 1111\\ ... , , ,., � \ / 281.99' \\ 1 1 0 / I \ \\ 1 \ \ \ \ I
\ % \\ \ \ I 11 /-> \ I �-I I I GW: \ _" / ° \ \ I \ ` \ \ I I
l ///// / % ///i �_\� \\ \�\\ \ \\\\ \ \ \\ DRY \ \ \� 11 to ( \I I I 1 / / o / I �o \ I \
///� - ��\ �__ PHASE 3
/ / / / / _ _� ��,, \ \ 1\ \\\�\ \ \ of ( / I I r- I 1 / l� / /'h I \ \ \ \ \
/ /// / / / � � v\ \ \\\ I \ \ \\�\ \ w - \ 1►�\ 1 1 �- / / I I III 293.62 �� / \
/// /�j/�/�%_ ���\\ \ \� 1\ \\ \0 1 \\\\ \ o \ \ 1 /ll/ �\ J/ j/ / I \ \ \\\ \ I �\ \\ \.� I I /
/ /////// / ///,//ice;=���\�\ \\ 011\ , \ \ \1 N \ \\\\Qa�\111\ , \ \\� -/ / / 1 �'11\ / (� If ���� // / \ \ \ \ \ I I I / /
/ ,/////�/�/////�� �� \\\�1 \ 11 \ 1 "�1 \ \ \\ // /� ��/ ��/ / / \\ _ 1 f // / / I I \ \ \ J \ �\ \ I I I / l__ \\\ i% r� \�
��/ ///,/ / / / \\\ 1 \\ 1 1 I II I I w \\\\\ \\ \ \ ��i 1 /Ill � - --\ 1O\ I l r / / I \ \ \ \ \ 1 I / I �j� 250 /,� �Il I
/? /� /�/ / PZ5-21 S '� o \II 11 \\ \ 1 1111 01 \ \ \� - / / / ( \ 1 1 I I I I / I i \ \�_,
1 / / /�i / /i cw: - \o �\ \\\11\\ \IIII 1 Na�� I1 \ \\ \\\ \\�--%,� �/ J� I I I I/ / 1 I I \ I 1 1 / J / l / \ / // �// \ \ /�-� y I /
--_ /�/�/�i / %/j /i •�;�� \\\ I\ \ \ 1\ 1I 1� 1 \\ \\ \ �- r/ /- / JI � �\ 1 I _ \ \ I \ ` I I / / / t__ I / \ I I / I n
/�///iii� /�//� �/ �/ //261.23 p.\\\\\\\\ I\\\ \III of 1 1 11 1\\\ \ \\ \`�� � I I / \, \ l I ���___ �I II I / / / / I /��/ \ \ �' ( 1/
\ \ / // ] \ / / 1 // / �/
/ / // �/ / ///�--� \` \\`\\ \\\ \ I 1 1 \\\\ \\ �� l /i i /� I I I I 1 ---- _ L- 1 \ �\ \ I \ I \ I I / / / r �� l I 1 / Il I
/�, /i /ii/ / ////i //// //// =3 0�\\ \\\ \ \ \III ' \ 1 \ \\ \ \ / / / \� �_- ��1 I 1 r / / / i �- -� I - -__- \ �-
1 �-' i/i /i /�/ //i/// �// �\ \v\\\\ 1 1 I 1 \\ \\\ \\ \\ \ \ �`� // �//�, ' \ I / \� 1 ) / �_ 1 I 1 I \ \ \ I I J I �� / / / r / ) / I lj // j �`i� - I \ l I I \
// // ///// / ���\\ \\\\\\ \ \1 \ \\ \ \\ \ \ �-�/ ;i.i,/�/ J�I 1`�/ J1 / / / / 1 \ ! I I I % /� \ I // / \ 1 \
/// /// /�// / /� / // ///� / \\\� \ \\�\\\\\\ \\\\ \ \ \\ /���. ,/( I \ /� \ I / / \ \ / \
\ \ -PZ5-26D \\ / \C ( / / //i \ \ \ I I ) ) / J-- \ ( \ I
\ ( / ////// / / / O /�/i/!� /i / l ( \\\ �� \\ \\\ \� \ \\ \ \ \ \ice r �� �\ /, \\ ( I \\� %�// "�\\\\I \\\ 1\ \ 1 I I \ �I % / \ l / �/ /%' �,r \ \ / I(1 \ I
1 J / l 1 / ///�/ / ' ( \ \\\ \ \\ \ \ \ / / / cw: %' \ � ` 1\ \ � \ \ / y ----- ) // - / 1 \---
/ J 1 / l IIII 11 I ll l /, / // /( /// PZ5-13D I 1 \\\ \\\\ \ \\ \\ \ \ \\ \ \ (� / / . \ - \\ I )\/ i 1 \ �n\\\ \ \ \ \ I I ( / ///0 / �i ,i� I 111 1 I
1 / l / - ( 11\1 IIIII 1 I /// / . \ \\ \ \�\\J\\ 1 \ \ \ \ \ \\ �\((- 285.63 i -�� - N rr I �' \ / \ \ I II X I / I /l /_ / / i ll I 1 1 )1 1 /
/ X l \\ \\ \ \ /L-_- /i r I /
�/ /i/� �\\ I \ 1 \ \ 1 \ 11 I I �\ I 1 I f I( l cw: \ \ \\ \ �I \\ I 1 \ \, ( \ (t ^"�\ �T \ I/'� \ \\ \/ I \ \\ \ \ \ ) ) \ \ \ o I \ \ " _---- %=_��,.__ //� 1 1 \ / I1 1 /
/////� \ \\\\1\ \\\ . \ 1 l 261.24'\\ \\ \ \ \\\ \\J)I 1I I 1\\ \\ �Ltil/�JIl1 /) I X) f r-� \ \ 1 l 1r \ \\ \ \ \ I I \ \ o �� - ,/1 1 \ \ / 11 I /
// \\\ \\\ \ \ \\\\_ ,. \\ \ \ \ \ \ �� ` \ \ \ (Ill // o �o I( �� 1 \ �, / \\\ �\ \ \ \ /� -J 1l, \ I I / /
- - Tice /�j_�\�� �\ \\� \\\ \\ \`� �_—� \ \ \\ \ �f \ A— J / /�\ 1 N / \ \ \ \ \\ \ —� —� r ✓/(/ \�� I / /
/ / , \\ \ \\ \\ \\ , - \\\ \ ��l) I I / i \��1 I / \� \ \\ \ \ I \ 1 \ \ - I �/ 1 \ � I
//� ����\ \ \ �\ \ �� �\\ 1 \ \ _ /i ! \� _ �'" -Ji I 1 I \\ \ \ \ o \ \ \ \ \f - \ �/ \ l it I\ /
;�� /��� __���\\\ \\ll \\\ \\\\ \\\ \ 1 \ \ \ \ \ \ = I �/\ _ ui(\ \ \ \- � J---- = I11 �_ \ // / / /
\ \\\ \ \ \�� 7// 1 1 \ MW-16S c \
/ �/ /- ///%__� \\\ \ \ /)// \ \ 1 --- o J�� - II 11 \ w I I I 1 \ \ \ �� III _=,11 II III I //ek--- \�__�_ �� / / / 1 / o
/ /ice,/ ��� ///i/ ii�� ��\\\ \\\\\ \\ / / / \ \ \ ��—__ � //<'I� \ 0 1 I I �J� --- \ /
/// �'� / , \ \\\ �1) �// �// / \ \ \ \ \ I /ii 269.43 �-� ���.�/� \ le\\\`vIII 1 10 I I I 1 I I 1 \ -✓ I I (11� IIIII I^ �� --\��, `j , / I 1 ti`�
i/ /��%/////���-� \`\\\\\\ \ 11 1 I I // / ( / I \ � \ \ I // / >� �� < �11�_0 / _ \ \_ I�-.0 c,,\ ,� 1 I I I I / / / \, �) / /IIIII I� IIIIII _J / // /
iii� = // /� / ///�� -- \\\\ � \ I I l // 3p � \ 1 /� v i )) T� �I \ - I l o I I I I 1 -- _ I I / / /
___-_ o -� \ 1 I \ /// / j ! � / / _�/� l I I r ` � y �o �i� III I I I I I / \ L��_ �) I I } I I I1,/ -� � \ Q / / / / /
i / // //i/i/i/� \� �\\ \ I 1 I \I l\\\ \�___ \ / �/, / �I I� % I / / �I 0 I / I 1 1 ' ' 'J/ / IIII z /
/iii/ /i/ //� ����\\\\\ \� \\I \ \ ��\ \ \ \ / / / �o �. �, ,`�� ✓ ( \/ 1f�,1(I \� �I / / \ �/ , I I I \ �� /%/___ %i <l I I I �� I ) \ / /
/ii � �/ ///// � /�i \\ \ \ �\ \ 1 I 1 \_ / //i 11 JI 1 \ \ �� i - ��� I \� \ V / I �'1 1 �r��l/ I I I J I I 1 ?/:= --��, _� ll( ^ II,I II � j o 1 \ / /
-/� //�/ / 1 I ii' / ' \\ \ \ \\\\\ ao.�=��, /�I) , / I I 1 \\-_�/ /// /// //I I / t / \ I (tom � �� \ / gal) � ll��� � � � 1 r�//i I I I I I / \ � =_�_� ���-�=-��I I IIII � I ►� 1 , \ \ / / / /
/ /, /,/ /� \ \\ \\\\\ \ \ \\ , —�� >,/r //// l ( \ / l/�I 'I — I^fad \ lll'� d 1 ) I I I ( I I / l /
�i/ //i // /i�i// \ \ \ \ 1 \ / / /r//�jll �I1/ l -��� I� ( Ic �111� I 1 / / ti 1 I I I l J/ ��� -�_ J,_�_--,)I I 11111,�\ �� / ) S /
� \ , // : \ \\, \\\�\� . \ ) /,/��i //// / I I 1 /ii///// 111 >"�\\ r\�)\ _ ) - )1 \ I I J ` , �� I I I ( / J�� �G -- ,��-- / N oll`� \\
/i '/ / /// // /A//// // N o / / - \ \ r J \ II r \ L % _�__ __ N o \` I / / /\ / /
�/ /i /i // - / o/i l� / \\o\ \\ \\ o I/ %���"'�i// I I \ Il �(I l I G \ ��` I �� s���) I \ �� \ f \)1 J =�1 ---- ~ to \ \ l /
/%/ ''/ // /'/�/ o / N I //� / 1 1(( J >>nl I J 4 1 ��� A) �"\� I \ / /,/ > > // \,- _-_ ��I_�� N I o of I�� --�\ \ of ) / /j ��' / / S
�/� // // // / /// /� ti/i/ // // \\ \\o\\\ \\ 'PZ5-1 //// //, / / / ( ( \ \_, IIIII l �� \� ,J 1 l / / / /// _- _ I I \ _ \ ., / / �/, \ / / / i
\� i ji/ 1 (I�// //i//ii'��// // \�\ \ \ \ cw: I 1 /(I /� 1\\\ \__ � / �ii llI IIII �Ja ! «II\� �SII\ � \ �\�� 1 ,2 ,II \ I y I l S /;/ ',� ��_ _ �� IIII �\ ��� \ \ �ll / / f / � , \\\
_ \ / \ L / / /�--
\ iii/__ I II l /�i/i- , /'//�i/,//�i / /� �\ \\ \ '(` , \ II \ \\ \ I I 1 ( - ���/// I I 1 \, `�I < f�/)ll /) �-, - J 1 1 II / > / \ / / �j /ice l!_- =z=----� \\ �- 1111� \ l \ \� (\ / J / \\ \\ \ /
\ /�/ % �I I / /i // / / \ \ 251 s3 \ \ -� /j /l \ / (� r-.-- �y J I I / / / � l i / \\
/ i — // / // /i/ / / \ \\\ \ \� \\\ \ \ \ / / \\ / /( ��� �-� )I / 1 \ \ \ r / \\\ /
__ \ \ \ L \ l I �_-- _-- I \ J 1 /� /
// /// / // /i /i/ / \ \I \\\\\\\ \ / // I I r 1 /� I J ✓� -)) �\ \ ) �/ l L�� ��' ,_-__ \ I I \ I 1 i / / \ \\ \\\\
\�� �� ,
/ /�� ///r / / \ \ �\\\ �
//i// /i /�- / //ii /ii / / \\\ \\\ \\, \ \ l ./ S /( / I w \ Il\ �� I / / 11 // / / \ \\\\\\\ -�
I / / // / / /� ////i/ /� / // / / / -\ \ \ \ �i / ( \ \ / r 1 0 ��. // ) 1r \-- -` \ \ \ \ I �� / J 1 �/� / ,I / \ l\\\ /
/"I /// / /// / / ////�/ /�i-- \ \ 1 �� \` \\\ \ - ---ii �/ \ \ \ -, S < �- I / \ L= �)'�'L, �� \ 0) \ \ 1 � l/// j������//�ii%��%/) / � �� \\�- %//
// /// // // //// / ///� /� /— \\—�, \ J \ i // ( \\\�� 1 \ ��__ ��,/ w> \ III (I ; \�, ;�/ /� // \ \ ��// /
1 /i/ / / / / / // / / /�- \\ \II f \ \\ -- // / MW-17S \ �� \ .� �� /� �, \ \ \ - I �1 IIIII I/ f�/ /�_-\ / \ \ \ /, /
//ii / /, ///j/, / /// /i// o //� \ \ \ �, /i/ \ \ \ cw. \ \_ _ _-- -- -� \ \ 1\ 1 \ l � __;;� -�\� \ \� \ \ \ \ \ \ \ I 1 11111111 \\\ / // \ �/ / I
/ ///// // / j j/ /,/////j//�/// j/// �1///% - \\ \ \ �)//�/( I \ \ \�- 268.44 \ --- - I /%�� \\ \
/ / / \\ \ ` \ \ \ ) / / \-_ -�,;�� \ w \� \ \ \\ \� \ \ \ \� \ I 1 1 11111111Ir //\�\ II'/ / //\� \\ \� / /
/ �//// / // / // /// //////� / /,/ //i �� �Z5-1OD-R\\\\ \\ \ \ II III ` \ \ _----�- \ ) / / / /�, \, / \v_ - - \ N \ \ \ \ } I I \ IIIIII I(/ / \ \ ! / ,--_ 1 I I
( ///l l �/ �i / //,/// / / // /� /�i /i cw: \y�\\\\\ \ Pz5-11 D \ \ \\\` �` \\ �� \ \ \\\--- _---- \\ \ �> ` l / l 11 I\` \ - _,,,. \\ \ 1 \ \ \ \ \ \ ( \ \ y _-
/// //� / / // /�// \ \ \ \�� - l Q __ \\\ - \ _ - \ / / / \ /t / ==i%�- -- �,\\ 110\ \ \\ \ \�_ ��_ �_ -_ _ �-'� - \\ I I\ � 11111111II11I( �\\\ \\ \ _ _,� I I I I
I ///I I II I / , / // // �/i //i/ / 2s7.55 \ I Gw: ` \ ��\ �� \ \ \ / / I I �\ \ \ /( �'�- %�' ` \o\ I I `� \ \_ ���- __ -\ r� I I \1 I I I \ \ '_� \ I I I I
III I IIII II l 111 // /////�i/ �i //i/i /i/� /i \\ \ \ I I I__ - \\\ \ \ _ �� \ / / / )1 ( / 1 s _�, \ I \ - - - ` ) III /
I 1 / / / / / �i/�/i� / I \ \\ 1 III/ 27s.53' Il : \ \ \ I \ 1 1 I / 1 I I I \ \ \( �/ice=_-�y_� \ III \ \-- _=-_-�� _ ��� \� I / (I \ I I III I I / \\ \\\ \ \ \ I / I I I I
l l / /// / // /"I , / // / / X \ \ �� \\ \ \ \ \
1\ I I I l / //i /�i// / /// I 1 // �'� -� \\ \\ \ \ \ -- _ \ \ 1 / I �/ l / , / )1 f /�, \ \\ 1 \ ` ---_ \���� -'r- III I III IIIII1111 \\\ \\\\ ��� (J \ / / J l 1 I
1 I I I ll / // x // //// // ,/// // /// / I 1 I J I I l Il l l/ll lll,��_ \�� ` \\ \\ \ \ �,---__ 1 1 1 J I 1 /� I J> `l \ II \ f /�� r I IIII\\\__ __-- \,-- _ -_ \� _mil I f I I II \ J/
I I 1 / /// / / / X I I / \ \ \ / % // J / 1 `</ ( \ i1(f \ \`\\ \%;� ___�_ �_ "\� IIII I \ III IIIIII 1 \\ \\�- \ - /� 1_J� � �� \
I III II / // / /// /i ////�� / / /// /, / I / l l I l / . ___ ��� o� \ \\ \\ 1 ) \ \ / / / / / / / / I I ( \1 I I I I I o/ _ \ - -_ - \\\ \1 \ I II IIIIIII �\\
IIII I l / //ii/' //// /i� /�%/i // PZ5-1OD ��� /� / 1 // ��o�\\ \ I �� / / / I / / // / / / / / / I I ) ' X II I olll L \ \\ \ - --_� �\ �� _ � )
\ I l/ / / /l l l I l 111 \ \\ \ \\ 1 '-� \ I / / / 1 I I I I ���� (\ \\�\��� _,� __-- -- _ \ ���� \�_�-�\\\II I I I J l \111 II 111 \\ `\�\ I I-/ / I
IIIIII/I/ ///// /// �i��%/ /�/ / / l _�'i'/ / / / I IIII eIIL ---\\" \O\J \ \ / / / l l / / / // //�/ �'�/� I I Ifi I I � I ,D`� \ ✓ \___ ; _____= \� \\ 1 IIII I I I I / 1 d I III IIII ��\�_- / / / / l
\ I , li,r,j// ///, /i/ i / ( ((�cw: �� / / ll \ \ \ _ I / l / // /// r/ / l I (o-�,,°I "� I `�_ \ \ \� %\_�--_= __ ---- -\\\ \ �� 111 I I 1 �I I III \� I / / /// /'
/ IIIII I / /i/�i / (1 1 DRY \\--- —� _�/ / / I 1 /// (� %���% �\�\� � \\\ \\\\ \\\ // � ` ( 1 ( / l/ //j // /� %�� > (- I " 1 I I I - --- �\\� � \ \\\IIIII I I II I II I I I ��\ / /
I IIIIIII // ( \ \ , -, / / (I - \\\\ \\\ \ \ /i/ I I \� ( I l / / / i / I I IIIII -- --- ----- �\ \ \ \\\ I I I I IIIIII 1 I \ 1 /
l l/ l / / / -\\ \ \ �- -__/ \ I --- �i \\ \\\ \\ / ) \ ' l / // // / i� ) / II �I III I =_ �`��\"`\\� \�\ \ \\111 III hl IIIII \\1 I� / ////)
/ ll IIIII I I ///�// (I ( \ \\ \ - ) i I �� _ -_- \ \\ \\ ��/ \ / / ( 1 \11 ,-_% PHASE 2 = _ \\ \ \ \\\\\ I I IIIIIII 1 I
i l I I ( �_� \ \ \ 330- /�% I \ \\_-_- I\\ \ I\\\\\��\ \\\ \��-1 / \ �\ \`\ \ j% j////% /��jl (V `��\\\ O /1�11 / / r II 111 II \ r-! _�- - _ \\��\ \ 1 \\\ \\\ III I I I1\ al IIII IIII I )I /I \ I l / /
/ II I 1 \ \ ------ II III I 1" - - -- - - �\ \\ \\ \ \ \ 11 I I I J / / /
/j / III II I I (( \�- \ \ / ) \ ) I \\\\ \ I / \ - --_- --�� __ � \ �-.
1 I I \ \\ \ `/ ) / / , / ,, / //,� 1 � 1/ ► I III I I ,I, I �. �, \\ \ \\ \ \ 1 IIIII ► I I \ I I 1 I (I \ 1 ► , , L / / / -
// , /i III \I�\\\ \\\\�\ \ , \ \\ _ ,%�� ���X / / / I I I \\\\ \\ 1 / I I / �i// / \ \ rr I I �� II 11 I II 11 I J = =3L-- --_ ------ _ _ \\ \`\\ \\\ \ \ 1 111 I 11 I III IIIIII I /
/ / I I \ \\\\ \ \\� PZ5-9D % 1_ - - / / / ri y = --_ %-===_=__ ��\\ \ �\\\\ \ \ 11 I III I I I 1 I l/ I 1 / / /
/ II \ \ _ \\.,..,.,\ // -�� / �// IIIII \\\J) / , !/ _ �� / , , LJ, ( II III I I __ - �\ \' \\ \\ I I II
/ /' I , I l\ \ \\\\ \�;=-�\1 _ % PZ5-25S PZ5-24D . / 1 \\ \ I 1 �// / / // (� �\ \ \ I / 1 I 111 I III I I I r //1 / % - �\ \\\ \ ��� \\ \\ \ I IIII I I IIII �. � /
/ /// 1 Il \\ ��������� 1 IGW: \� i i - �/ // I I \ \�\ \ o I 1 / /�� / //// z// PHASE 4 1� l J ) I I I I IIII %� -��% N-, �, �\\\\\\ \\\I II111 111111111111\I 1 IIIII IIII \�// I \ I l// / / // / j/
\ � _ _ - / cw: cw: / r 1 \ \ / , h / I I I I I I I (� �� -_ %; - �� \ \� \\\ \\ \ \\ \ 11 I I I I I 1 1 I�\ 1 IIII l ( I I/ / /
/ /1/ / \\\�_\ _ \ ��,/ )/ 111258,17 / / / / 1 �� I / / /��? /// /ii/ -`--� o� / /%/ ) \ III 111 1 1 11 \ ( _ __,,� _ - - _ - _ ��ro\\\\ \\ \ 11 \ 1 111 it 1 1 I II ( / /
1 / \� -» ��/�, //l \ . 320- -� \� �� \ 273.so 272.2s I I I I \ \\ --`� / / / / / I I 1\ 1 1 I - - - - \ \ \\�\\ 111 III 1 I III \ \ I III I(I \ \ I / / // / /
1 �- - >i��� 'X/ / I X / / /// /�i// �-,� o / _ r / I I II ` I \\\ \\ 1 II Il �i = _�� __--���1\\`\` \\ \ 11 I 11111 111 I \\` I 1 I I \ /I 1 /
l/ /���/ " ' - \ I a I l / l l / / / / //il� / �d "�� / /X / ) I\ (11 1 \1\I I\ \ 111 Illll/ ( /�� -_��� - -= ____� \ \\ \\ \\\ \\ III II II \ \ I A IIII I \
Jll�� /,,-:_ // / /�/� / I � � _ - \ l l l ) l /�� � - �i / � I /j / � / / \ 1 I _ ��-,- -, \\ \ 11 II I III 1 III I II \ lI I \� (/ / / /
/ //� //�� / / // / I _ ) \\ \ ` ; ! 1 l l / i / / / / N J / / MW-18S / / /I I �� /� �i� �� /// / 11 \ 1111 IIII\\1\\ \\\\ \ \\1(1 'riff; - �\\\\\ \\\ \�\III\\IIIIIII IIII IIIIII I I III 1 \ 1 II \ I IIII III 1 // I I \ \� J1 /' /' /
/ /Ill// l/�/ ///i�/, �i / / (1�\_ _ �,��/��> " 1 \ \ /PHASE 5 I o ///l�/lj cw: ,/ / / I I/1 �i��///_��� J�,) �� / //,//i / ( (I / I \ Il1\\I\\\\\\\\\\\\\\\�(/ / =; - :__ -_��� �\\\��\\\\\\ 1\I 11 1 IIII IIII IIII I 1 I \I, I� IIII I J \ J` /
//////� /I///� /// / / /�/ ( 3`p _ -- -�/ /PZ5-8D, / ---) 1 I I I l ,o / / // / / //l� /�// / /--- / / / {/ / i I I c I \ \ \ \ \ \\\ \�\ \\ l / --- ,- �;w\ r �\\ \\\ \\ \\ \ II II I II II 11 1 II �I 1111 I // // / / /
l 11 / // / / / // _ J I I / / 274.2s // // ( \ \ / �'V \ \ \ \ \ \\k ' �__ _--===-r �� \ \\ \\ \\ \ \\\111 IIIII III IIII \1 III 11 II I ,� / I \` // / / /
/ l/,/I IIII ////��/ / / I J I \ \- '' /i�� cw: �� / ---- I I I I / --_ �/ // / / / / / / /' I \ 1 / \ \\ \ \ \\ \ \\ -\ \\ \\\\ \\\\ 1 / -- �s 1\\ \\ \\ \ I I I I 111 1 \ 11 I 11 -- / -
///// `\\ - / � I J',,,I I ///�/ - �/� / / ( / /) �/////// / /, I / �1 \\\\\\\\\\�\ \ `~ - ��10- - \$I \ \\\\\\ I I IIII I II111 \111I� IIIII / / / /
l/Ill 1 II / / // / l 1 \ ��_ - -�//// /271.50 -1 ) I I I I / / -- / /// /_ , / / _J 1 \ \\ \ \ \\ \\\\ \\\ �� J //i- �\ \\\ \ \ \\ \\ \\\\ IIII III II III I I 1 \\` \\ \ \ / I // / //�//
I II/I ( / . I = i� / 7 I I I I / / / / /// / (� / / �/ 1 I \ \\ \ \ \ \ ------
// I III I I I f r I \ i,-:5_— , i / ' �� 1 I o I I / / /i2so- // / �//i'i / %�� , , � , \ �t / �/ ( ` I I\ \\\ \\\\\�\\\ \\\ \\\\\\\ �\ ��(�/ / ���_---- _ -- \\�\II\\\\\\\\\ \\\\\ \\ \\\\\\1111111I11 IIII IIIII II II 111 \ \\ \\ I 1\\\\I \��\\ / \ // / / �/ �/
I (1 I I I I I \ \ \ I I ( I \ \ �=3po ___ - /r� / / /� - /� 1 I l l l ! / /i / �i//� / II \ \ \ \ \1 \\\1 / _ �111\ \\ \\\\ \\ 1 111 IIIII \I 111 11\ N\ \ �� \ / / /
/ ----- _ /
i c.a I I I I �/� /� / / / �.� \ \ \ \ \\\ \\\\\\ \\ \ \� / \ \\ \11 11 III II II \\1I \,,, \ / / ��
III IIII/ I 1 IIIII\ \\ \ \\ \ \ 1 \ \ ��----_-_- %%//�P I5 /8 / // / / /� l \ N I I I I I I I II / 11 �/ - /,/// / 1 / \ 1 /�/ / I /h / I) \\\ \\\\ \\\`\\ \\\\\ \ \\, \\\1 11\�\ (/%- 1\ 1 \\\\\\ \\ 1 11111 IIII 1 IIII \ .�I`I o-_ -' \ \ / / / /
I I I IIIII \ I I \ \ \ \ \ \ \ _--__ _-/ /� i l l 0 1 I I I l �/ i % /// / < llI / / / / / ) / V ( \\\ \\\\\ \` \\ \ \ \ 1\ \1 I I \\<< (/�� 1 (IIII\\\ \ \\\\ \\\11 I I III 111 1 11111111 I ��J-\o\\ \ / / / /i
1 III \ \ - / / cw: / / / ' \ I 1 \ I I (�- / o /'i - \ f \ \ 1 \\ \ 11 1 1 I I I I I I I 1 / \ I \ 1 \ \ I I \ \I IIIII I w I o \ � \� \ \ // / / / /
\ \\ \ -- _ �/ / ,l I I 1 I II I \ 2j�� //� �o �// ��•��\��_ �, \1\\ -/ / /(// / /1 \ 1\I \\\\\ \ 11 1 1 111 1 I I I II�� ��I I 1 11 IIII II 1\\ \ 1�,, /loll I \\ \ \ i / / / /0
II /IIIIIII I III \\\\\\\ ?9p -� /// / /1270.04 I / / I I \ \ \III I o' - / `�, / ' , \� _�� \// / /Vi / \I \ II \ 1I )III \\IIIII IIII IIIIIII IIIIIII III 1\ -� \I\(I I\11 IIIII IIII i111�i111�`111w\\\\w X►�Ilol \o\I\ I \ \�\\\ \ / /i / \ `��
/ III IIIII\ \\\ \ \� --- �_;Gw: //// / I i I I I I XPZS-7s \ \ II 1 \ / 3Q/� / / I ��� �� I //// / I I 1 III Il I / 1/IIIIII III / I I IIII III)11 \ \III III \`\I ,� I wl `�\\\0\\\0\1�11\��11 \\ \ \\\\\\ l I I I 1 \ / /, -
/ IIII IIII I \\ \ \\\\\� -� 25s.2s'� /// // 11 1 I IIII I 1 \ \� Now �`� Gw: l ( \ \ \ \ I\ 1\ \ - //� / / /� \ >>i -�L, -� `� / // / I / I / I I I I I I I ll l/Il IIII IIII llIIIII I I III I II �- 1 \ I II II ►\\\\ \ wl\ 0 1 0 \\ \ \ 1 \\\\ \ \`\\ \ \ 1 I l \ ( / // �/ / �� �� ��\`\
I III \\ \\ / / I I \ \\\ \ / / \ \� // / �i / / 1 I I / I / / II IIIII I \ -/ La t of too \1\ \\ \1\\�I\11I111\1 \ \ \\\ \ /`I \ \\ 1 I \ / / % \\\\
/ III I I\ \ \ \����o PZ5-6D / ///oo / 1 I I I \ \\ �_273.45' /) \ \ \ \\\\ �� ��� /(/// / // % \� /�� ��\\ \\ / / / / / /IIIIIII 1 II I ) I 1 1) I II \( _ (I / p I o 1,.,1 1 , it I \ \�\\ �111 I I III \ 1\ \\\1\ \ \ � / / � / / / \�\�
I II \ \ ��\ - / ( I \ - \\ - /I / �� �1,\p ) / / / / I ( I / / I 1 II 1 /l l ll l l 1 11 I 1 > ► 1 log 1 011 li i \\ 1 \ 1 \\ I \ / / / // \ \
IIIIII \\ \ \ / / / // / l 1 I 1 \ � ---- /\ \ \\\ �/ i� / I - I _\ 1>\�� I �i/ 1 /Ill/ l I II / l l I//, l I II �,/ / ►¢ice'`// lol IIIII II 1 \ \\ \ IIII 1 \1I1 \ \ \1I I \ \ \ / / / / /� \
IIII 11 ` \ \ \� / ( / / / 1 I I 1 \ �� --__--- / \ \ \ \-=--%10'v _ �/ I / I l i%I . II �> ��)����J l ��/ ,/ / �� I / I ( /I / ////j l/ Il// 1l/l/ 11 lI 11 1I// // l/ l// I Il J I I I \``�� / o�o� / I \� IIII I 1 111 I, I I I\1\\\\ \\ \\\\\\\I\I11 \IIIII\ \\ \ I I \\1\1 \I\111 \ \ \\ \ / /��o / , /�/
I11 I \\\\ \ \ \?�?gyp --/i T� I / / I I r 1 I I I I I \ \ �� ---_ _�,/ \ \ \�--- �3 \ I (l / �l� i� /( _- //f \1�/ ' / I 1 Il / / l / // II 1 / / /�I 1� a \-„' / /II/III III 111 \\\\\\\\\\\ \\\\ 11\\ \\\\ \\ \\\\\\ \��� 11 1 \ \ ///'// / /��
11 II \ \ \ / ) I I I I 1 \ �rY/\- �\ �I C)� ���r ��� / / I( I 1 1 / / // l// / ll l ll I Ill, l///l/ 11� 4�0 -� ( I III I I I I \ \ 1 11\11\ \ \\\ \ \ 11 \ \ 11\ 11 \ \ \ \
J / / I I \\\` \ �� \ \ - , 1/) ( I I 1 \ \ \ - - _ - �` \ \�--- (l,,�v\ \�J , - /� / I /l/// / /j // // ll l of \ ��/ \ / ✓)\I I \\ 1 I \\ \ \�1 \\I\II \\\1v\I \ /' r�
I \ \ \ PZ5-ss./ / / 1 I 1 \ \ ------ f> \\ . I II II 1 1 II \ \ \ \\ 1 \ \ / / //
/ / 11 \ \ ��, \\ - / / I 1 \ \ I \ \ \ \\�_--------- - _ \ X �� MW-19S \��/ )I\ / fi /� I /I 11 Ill/ l // / // ii// �� �1 // /l/ o ll/�oj l// ���� l / Jl \1 �1 1 I I I I I I IIII IIII 11II 1111 \\\\ \\\\ \\ \\ \Q\ I \\I IIII \ �� / / / •�
I \ I _ - -'3C �r,�� ��I\ �- 5� g, / / I / � l l / o ll^ojl � "� l/ /( \�, i l /( I II IIII III IIII I II \ \ \\\ \ �\\ \\\I(-1 1 1 �_ / o
/ / \ � Gw. / l I l (t \ \ \ \ \\ \----_----- \ PZ5-Mw23D —32o Gw. I ( ` ���p\\\ / I /// / /'� O "� //� I 1 ��s�✓ / //1 I IIII 11 I II \\\ \\\ \ \11 IIIIII 1 \ \ r�/ / /1
I II\\ \ \ \ \\ \ __ 258.58 i lI I ( \ \ \ \\ \ \ \---------- ) J1 / (� \\���^ \al/i, I / / I l�l �l,,o h 'h //�/// /'�iI I I I ti —h\ /� /�/ (IIIJIII I I IIIIII IIIII \\\ \\\ \� \\ I 1 `�
I \ \ \ / 1 \ \ \ � ) Gw: 2ss.07 ) I � \ /- l / /o ° a ,� ll l ll l l /I I /l I I \ 1�, 1< ( / //l / I l I I I I 1 I) I I I I 1 1 11I \ \\II III II 11 ���/ r / / /fir
1 1 ��\\\ \ \ \� -_�� / // \ �� 4 ( -ii I / ,/ /N R ') / //// /)1 I �� )0�1�/ ( / //I II /Ill IIII III 111 III 1 I
I I I \\ `� \`\\ , / I ( 11 \ \ \ - / / 1278.85' / / I; ` ` I ' / / I Il ' ////� / I l 1 / l / III I I I III 11 IIIII \ /rl / /
\�� �\ \\ \ \ PZ5-5D / / / / / , \ ` \ � / "�� \ I // / \ � I I lj I �i 11 IIII / l/ 1 Il,l / (/ ���� �, I / // l ll 11 / l l ll I / l l 11) III I I IIIII ////
\ \ \ \ �- l I \ \ / / / I I / I k -/ \--- //_ / , J 1 1 I l l l ( ( J / //// / / l/ / l/ 111 i l 11 1 1 1111 I \ \ IIIII \ \ `�// / /�
J I I \ \ \ \ \ _ l \\\ \ \� \��--__ //// // / // / I J / / // \ / � /� \ /I \� ` I //�� / I IIII III 11 Il /l, l/ l /Ill I \ I / /� // / / l I ll /// ll II I I l / II I I
r / \ \ ;// - / / /1 / ���/ // III IIII III I/ ll IIIII l ) ( ,, /////, 1l „/ / lIl ,IIII lIIIJI►I► ► I ►� IIIIII►II \ `\ ,/ ,/ ,/,
I I I I IIII // / I l /11 \ 1 ��
/ �-/� / /// l III I I / / \ ( //// / / / l %/ 11// IIII Ill/ 111 l 11 l / 11 1 / 1(( I I I \ // /
I ( 1 / / / \- J� I \ \� _ � / / / / / / / / / / / / _-_/ % / r l ///%/j//�I / III (III IIII 11 1111 /l / I11 l l/ 111 /l // \) \ \ \ l > / / // // / ///�/�///l l 111 //,/ ///l / l// / l// / ///l// JIII\ IIIIIII \ \-// ,// /%�/ �%
I \ \ (( / ,/// / 1 (-__ GW: \ \>� i /�// PZ5-5S /// �i / / / /// / / / / -i�r/IIII I // \ / //! I / � ,�/ %/1 I / / JJ ' / III II III J I III/ II 1/ 11/j l// �// /l/Jll \ 1 I I� \ / // / ///�/ / / /�/ //// / // ////�////�///�///��// // _�// J IIIIIII I I \ \� / / r %/ o�
\\ \ \ ` ( / " / �<J__--- / 264.06' / / / �// cw: '� / / / // / /ice/ // / /i/ / / _ of%il Il Z ( �_// \ P�� //�,i /i/l J / / I Iljl/l I I J /1 I I111/ll 11// / 11 / //lI I I / / J J l ll�//l / l l�ll//�// /,/// //// ///////////// //�/// /Z I► I 1 \\ �/ /t /�i/ �1� 4
\ / // / / / / / / � / / / / / � o I/ � - r // / //� l / / ///ll /l/ l/ 11/I I II /l/ l/ l / 11 ( I / ( // /// / / // // /// // ////�/// /// // / / / 111 l �/� /�/,'L
I // 269.10 / / / / / / / / / // / / / 32� _ / /� �� l J \ , /' / l // // / /
/ \ \ \ \ ( \-.`- - _ / / Pz5 2oD/ / / / , / , / - l///�' /� > /����\ J. J /� / // / l l / / ll �l//z//////IIII/ l l/ l�j/ J I 1 / / ` ( // //// ///// ////////�, /� //� / / / / Il \ J / �(
\ \ \ \\ \ \ \\ ��__ / / // / / / �/ /// / / / //i i // /�--��/ l- / / / �/% / %� / / / �/ //// //// l // / l / \ 1 �) l //.o /// /////// / / //// //�///�//// ////j// / / ��\\ \ \ -/ /�/ ////�
\ \ \ I I I I / ( / / , / / / ///// / //�/�--//�l( I / /'�/ / �-�/�i��� �� / / l l / /�ii�///�//�/%/j/// //j l/Ill/ 1 I J ///// / / / ///////�j///////////////// // /// (1� / \\\ \ ///� I////'
\ \ \ \� - J _ c I / / / /// / / / PZ5-4D �i/ //�� % �I / J /// / / / / // / / //, / / / / // I� �° \ \�\ // / // / //// //� // /// // //// //////// // /// / /,��-/ j- \ \ // / / ////��
\ \ \\\ ------) / ; PZ5 20. I I I ( I I I I ( / / �/ / / _ � ��/// _- 1 /// i� �� / / __� -- �/ /�/ /l l / / �/ //i///// /%////� // / // // / / / l I "\� ° \_ \ 1 // / / / / / / // / // / > \ / / / //�
\ \ \ \ �,- _ 1 II I J / I I I I / /// / /// / GW: // / l / / --_ � 0 / / / ,<-� //i////,/ii////////,�i�/lJl to��V, \\��� I /// //// / /,/ ��/ /// ///�////////�////////�/ /////%/ �' _ �i \\\ \ /(-\\ `\ ///%/j�\ \
\ \ \ \� Gw: �// / / / / / / //I / // ( /// / (((Mw-2os / __"_- _��\(//�' / / / / / \'l /� 3,7Oi�� ii//i%/'ice i/�/////��s// '��/ J //, ////�//////////, �/////// ////////////////// //// / \\��� \ \ /
\ - ARTESIAN / / / / I 1 I I ( / �282.01 ��/ //jam/�'� r IJ`-„ / //- , \ �� //il // / l / / _� C�, ////i/�/ i //� ) l ������ J/// / l/ // ///// //// ////// / / // \ �` \\ < \ �%/ )
\ \ -� � r /// /,/ / l \ I ( / I I (, (( -� /� / �I (GW: / 1 -__ '/i �/ � �'',-ii'350��/'/ii/ '/� /// / / (( - j��__� // // // /�/ / /// / / / //�//% ��// c \ \ \\ l / I
/ / I l / \ / / /i / / / ��- > / / / / / // // /// // ////� / //// / // �� \ l \ \� �/ / /
1 / / // // / / / / l I I I \ \ �// /�' / / / '288.38 ` / � / \ / �/ '//� /ii qO �i/ . �i/� / ) / / // //�- l / /// // / // / /// ///� / �l // \ �� \\� \ �� \ /% / /
/ / / // // /� / / / / / l ` I I 1 I I I I 1 \ \ \\_--_-'%'�:���/ // /✓ I % I - 1 //%j" // / �' / / /i/�� i%i /6i/�/ ��// �i / // ///�� \1 � /// / / / // // l//// ///////////// // / I //%/ / \\ \ /\ �// I l
I / / // �/ // / / / / I 1\ �--- /� /, / J ) l / // 1. / I ('� //�ii / / 5 //�/ i// / /// ////// l/// ////////�///////�// // J //�% // I \ �,/�I 1\\tom Z� \ ;/ / //
I / / / / // // // � / // / \ 1 \ \ I \ \ \ __ --- ��/%- / 1/ / �� / �� / \ / ///// �' / ��" / / �// //i,/ /�/i 3i60 IIII /ice / ///i'�%'�� \_ I l - / /�, / // l / / / \ \ \ �// / / /
/ / / / PZ5 3s \ \ \ _ / /// �� / - / Io //i //i�3 / /� / /�/ /�%--� - \�,� \ / / // //�//////l�//l //ll //// ////// //�/ /// / I % �� n \ \ / / / /
// �� / // r / i�. \ \ \ \\ �/ — �-, / / / ��_ f \\ —/ ) I J �����i�/ �i 1� i / / / //�/ /i !iiii'� —� / //// // / // `/� \ /// / l I
/ / `��\ \ \ \ \ -� / / / \ / 3 // // // // // /// / / // I / / I \ `
REFERENCE / r \ \ \ / // / ������ � / /i �/ 'PHASE 1 \ ///i// / / / /// l /
/ / / ��� / / // �/ > // /� _� \ / / /�/// // /� // /// / //// / / / / �/ / / \ / I �\ \
259.03 \ \� \ �� // /// / / / - ` �/ / / �/i / ice/ i��/ii/i/i l �/ �/ / 1\ , /�j / // //iii%/ /j�/j/%�/% //// /// / l / /� / l / // \-=-///i'�\ \ `\ \ �\ // /� / l I
1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL \ \ / y ��-__ _-�-. / %//�-- /// ��� /�//// //'-/�//i ) l �f J// / ///i/ i// `,\\\ \) )) / ' '/ ////// / /� / / ( / / J /�/ I
�� �\ \\ \\ \\\Oo ��-_ i' / / / // �// / / / / 1 i _ '/��� -�- ///// /�//' ii///%//�//// / // i / //� �i %���\\ /l //�///�//// //// //// / / // / / / / / // l / //,i/ _ ( \
WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING / \ \ ��___�/�� ) / / / // / - �_ ���/�/��//��/�/i� / // / /0//j/ /�. ii�--_� \ \l / // / / // //// //�/// // / / l I //- -� /l /�( \^\\ ` \� '/� j/ / / / i(
/ /\ \ \ \ \ \\ /� �i'// / // // / / / l / / / / > J /��j/ /ii'� iii%/ i��ji 1 / / s / //, /// ///// 11 1 )�/ll /// / // / / ///�/� / j j� ////// ///////� / �// /// / / // 1 //// I l/ \ ` `� `i!%/ /' / l l
\ ��- / / / /iii / �� ! / / //p'/� /___ �I III I //// / /� �/ // , / / �/ / l ///� \ I \ �� �� /i/% // / / / J
CONSULTANTS (IMC JOB N0. 16030); DATE OF AERIAL PHOTOGRAPHY \ \ \ \ \\ -_- / / // / / / / / /i'�� i// _ i //i/ / /// / ��i / /// 7 / / / / / / —I I I \/ // / / / / /// //// ////// //j // � / �// //// / / I \I \ \ /�/ / / l
FEBRUARY 27, 2016. \ / / �e�d,\ \\ \ \ ---'i j/ / l // / / / / / / / /j /i - //'/i'-- -��\ \) // (`�% //ice // / t_- / / /�///,p,0 / /� II L / / / / // / / /// // / / / -/�/ / / / /- _
\ \ \ \ \ - _ / // / / /� / / - /� -� \ �) / i/��ii �ii/������ ��i/ J - /j//�j///////ji/�,�0�� _- /�111I ,/�i�lll// , l/ / //// // j///// //// // ////// % % //// /// / / l J ��-__ \���// / / i i / //
2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: `--/ / \ \ \ \ �- --�, //// / / // / / PZ5-1D// / �i- \ l / ///// i��/i�i ��� ��� / / / I / // / / / // / /// / //// / / - /\�;/// / / / / /
3710644500J, 37106446O0J, 371O64550OJ, 3710645600J. �`��// \ \ 1 \\\�_ PZ5-2S,///////,// / / Gyy. /- / �� // //////i 1%,i����f % /j "/ 5,/i ///////, //,, / //' p / ///l/ / l l l/l //// //�///�///�,/ /// / �// / / / __�� �� �`^__ �s-�/ // /I, �\
---�ii"� I I \ �---GW: / / /� / / / // ice'/ i278.61�/ / / � ;���\ \ ) / j///� ///i �����/�/ j / j/�/�/ / //�/ ��/i //i�/i/ //%/%%%�/��`L ` c-� //�// �- �i, ��/ 11l // l /// //,/ // / // // / / // /// / / l / 1 /%/�j/j/���_ _ 1� /� � �
3. GROUNDWATER POTENTIOMETRIC CONTOURS ARE INTERPOLATED FROM _ i I �_ , r // / / // _ ) / j� / / /� // �/ / �- %/i (1 /I 1 /l / / / / / // /////// / ////// /l l // ( 1 /// / A - / ' / \
I I ` - __ 275.60 ///�/ // // i, / / - / �'\ �� I / /� / l/(� ( // i/ //////i�i// i�// (II�`�4 �i // / l / I 1 // l/ll/ 11 l // // / /l �/ / //l/�/ ll / l /� \ ///G///�//�� ��� \ -� ,/
I --- / /// / // /// / // / /((/��l( MW-8D j/ /ii < J/ ,, /������i�/ /1 ?O _- // // /
DECEMBER 14 2017AUGING DATA SHOWN ON THIS PLAN, COLLECTED ON ,`J,/i , /// /// / j/ / /l /// / --_ 00 I J / ! \ /l 5 //%// �/ //��� ///�/// /// // / lI -i i J) 1 1 / / / / / l l� l / \ /// /// ///i-�
�/ I I \ �- __ ////,/ „/ / / /// _ - // // / ,)l)1�� /`cw:) /(�� t( / // /// ��////i /i/ i/ / \� �j / - �� ii / i l Il1/ lllj 11 /l,/ // / l/ //// ////////�///� l� j / ��/ / // //// ��� / '� �_.tir�
• \ \_---- // //, // // // / /// / / ------ \�// / / / /ll - N A_�1 \\( (// �/ l /�/// /ii�/jj// /�i �/� I / / // / /l / l ////l// //�ll///�///// / ///// // \ / / // / �)
4. GROUNDWATER POTENTIOMETRIC ARE INTERPOLATED BASED ON THE DATA -__ �'�O / `-x^ / // , //� / / / ///' //////// / / -\ ) //l ////�/ / / �l/ll I r I\ � � \\ \\\\\\` \ ( 111 1 ((( \ ( I, \ ((\\(��/////l / / l � �, %/l/l/I, ///// // //// //// // // //l/ //// //// / ///�///, // / f l/%/ \ / / / // //V/, �/ /// �\ _--
OBTAINED FROM THE BORING/PIEZOMETER/ WELL LOCATIONS AND _- I ( \ %_ /// 1/ / .G / //// /// / �// --� //// �/// // / / /IIII �-f(� `► \ 1\\\ \\\\ \\\\\ \ (\! III \\ \\\ \ I I ` \\ \\' `\`\` / '�) �� ////�// / / / �// ////// //// ////�///// / ///// /// / //�///, /\ /// / -
I / //'T // / / / // /// / / / ,7 /i / //i/ / l / Mw \ \ \\\\ \\\ \ \ I I \\ \ \\ \\\\\\\ \\ IIIIII lll�l / l l l // /// // / // // / /j// /l / / l / J� /// /�j /// / _/
SHOULD BE CONSIDERED APPROXIMATE. \__-� // / // / / / / /// /// / �/ �� / ( \\ \ - \ \\ \ \ \ \ \\\ \\ \ \ \ \\ \ \ \ \ \� , J / // ///// /// / / / // / / / / / / /,//; / / / \
I I / // // // / // / /// / // / / ,I / // \\\ \ \\\ \\ \ \\ \\ \\ \\ \\ \�;\\� �,,_,c4 � l/Ill///// lj/ / //ll ///�/ / / / // / l � /� // / / / , , �/ \
5. MAXIMUM GROUNDWATER ELEVATION IN EACH PIEZOMETER FROM PHASES \ \ �-- __ /�//// // /�/� //////%' �///1 / // - / / �(I //// // / ( \\\\\\\GW: 1 \\ \�\\\\\\\\\ \\\ \\\\\` \\ \\\\ \�\`\'ti\`\\ 0`\�y / /�/ // / ////�// /// / ( ! // // ///////// // / /// \ /� /// _-J__ -- / I \
\ __ ( ( I I \\ \\\\ � \ \ \ \ \\ \ \ \ \ \\\ \ \ \\ \\�\\ \ \o\\\\ \ / ` \ l/ll /ll l / l / / /l l (lI l ( //// / / //l / / I �� /
3 AND 4 GAUGED BETWEEN JANUARY 2015 AND JUNE 2015 TAKEN �\ \ \- /) / / / // // // / /// �/% //// // T / / / po' (((( \\ \� N/A - 1 \ \ \\ \\\ \ \\ \\� \ \\\\\`\ \ \\ \\�z \ \ \ / �� 1 //// / / / �%/ / /,1 J I/ 11 I ///// %�/// l/ / l I %/ / // % // 1_ I I I
// / / III ( I I \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\\ o\\\ \\ \\ \ \ /l /Ill l l / / I /) /
FROM SCS HYDROGEOLOGY. -� `��_--1 / �� / ////�///// / / /%////////'S0o//// %�c� / /' r \1 I I \ \ \\\.� \/� \ \ \\\\\\\ \ \\ \\ \\\\\ \\,\o\\\\\\ \ \\ \ \ /j%/mil 11 / l /////// / / �// //// l/JI l ( /// l ///// / �� / - 1 I
o� -) / 1 / //// / / //� / 1 // /// / // / / / ,PZ5 19S` / 11 I I I \ \\\ \ \\\\ \\ �►\ \\\\\ \ \ \ \\ \\ \� \\ o \\\ \\ �, wi /l ll� / l/ / / l /� ///�/i��i,/I�JI (IIII/l 11 J I �� 1
6. GROUNDWATER ELEVATIONS BASED ON PIEZOMETER WATER LEVEL ��_� I I I / // // 1 \ // /j //// // // / Gw. \ I I \ \\ \\\\\ \\\ \ \\\\\\\\\\\\\\\\\\�\,`\\\�o\\\`\\\\�\\�\�\\\ \\\)\ ��///l //% .11/ / 11 11 11 // l/ /// l J I // / J / \ /// / / // , �� I I l )
III / // /�/ / // // / \ \ �� / 1 / / / //� / // / / / 11(r / // / /
I / / /(// I _ _ \ \\ �\ \ \ \ // //�/0 / / / / // // / I //// �/ �� / � 7 I
DETERMINEDNFROMEAUGER/REFUSAL D�PTH ATBEAC BORINGASITE.S --- \ \ I\ I II / ///�/ ( I \\ �� ////%////'/%' / /282.22 R // / / ( I �\ \\ \\\\\\\\\ \\�\\ \ \\ \\\\`\\\``� \\`O\\\\\\\\\\ \\\\ \�\\�\ \\\\�_/// /l �//�/�0//l�/ l/l l/// 11 ///l// 11// ////�%/�l/11 I (/ // //// / / //� / i ) 1 /
-�`. \.\.\ \ I, I �!, I III I �t I` 1 \\,��---_�-�i/i/////,// / l l ^° i // (�--�. `� \. \ \ \\�, \\�\ \\\ �\ \�A\ \\,�\ ��o\'7�\�\\\`�\\`\\�\ �\��\�\\\ /��!�1/�/ii/i.op' �i/�ili/�l �/, �1,��1/l �l ///l �l �/r %�i�1 I .%� i/i/�/,/ � .'/�/'i/ii%/, / .� ---' �, I I
0
cc
U Z
W 0
cc
Z L)
O 0
W
rn U
w
cc
W
a
0
0
Z
Z
J
O
Q
CU
_
O
Z
O
Z
W
m
O
W
W
0
_
Cm
G
C.)
U
I� ti
^ N
� N
�I Z M
� °� O
M o r•
m N
t
U co
O
cz a
�i
N M
M
�a? O
�y >
0 � M
p N
� o
;> a U)
y
W c a
a)
_y U
w O
O
.,4 orn
1 r
.1-4
U
cc
a�
W W
CC Q a
ZOaz
Q
a
H
W
0I
Z
J J
J_ �
LL �
oa
ZU
Q =
J H
V z
C) �
0 Q
OV
WZ
aO
�z
0Q
LL
O
z
z
O
U)
z
a
0
U
U
c
U
V
Z
N
ul
W
V_
r
a
oa
Z Q
O U
M
m
m
W
Li
0 H
Z
U
w
W
T_
0
U
00
T
N
_
c
r
O
N
I_ Z
M
_n
f
W
Q
WO
5
�a
W
W
a
o
m
0
0
�
0
w
0
0
o
a
FIGORE
70
G
m
iA
C.
1 5 1 4 1
3
2

0
3
F
E
Q
N
z
N
a
0
a
0
I � `---�' - /,1 %- iij��i;� -'I� o ♦e-O X PZ5-16D IV I I I �_ \ '�\-) I
' '/�////// // / / _ - �� Q O A \
/%'i///j�%�� / - cs 11 , \\�\ to I I o \ \� \ I LEGEND
///� %/ // // J I �, \\\, I I N I I � \ \ 1 \ I
I
3\
..I-- EXISTING PROPERTY
// // ///,�/ / //��__ -PZ5-15S \\ \\ �p� I I \ \ 1 I I I /
)),l// //�/� IIIII /i �% -_ ���"� � \\\ \\� 3 I I I \\ \ \ \ \ I I / LINE
/�/�/�/11 Jtl - 6 \
/17; - -=I�1 / % O \\ 2 \\\\\ \'0\\ / i I 1 I 1\ \\ \i \ \\ \\ I I Imo_ f EXISTING CONTOUR --
1 '�/ - I I l MAJOR
_
// zj 1 I - J / \ \ `y �� I i I II 1 \ 1 I I EXISTING CONTOUR _-_
\ I I I MINOR
/�//- FI I-,' /'� __ / ti� _\\ ) \ \ I I \ I j 1 I / -_��
/
/%%��/// - 1 \ j
NORTH�1 - _
//%/ //i / //i/� - \� \ \\ \ ----MW\14D/ )\ ��\� % III ' \ 1 I I III �� EXISTING STREAMS
//%// /
/ \\� \\ / �/ \I II
/// < I I / 100-YEAR FLOODPLAIN
\ ---- /%i i�j///j/� / `1`r
\� �1 > - \\ �%
\
cc
\ / -- -o /� _ \ ---\ --_ / c _-- \ I / /___,�
� � �// : /i \ J� �__ o / / _--\\ I / / �_ --_, EXISTING PHASE BOUNDARY
\ / / ////j/j/// /i� PZ5-14S / _ \ \ \\ \ \ \ N I I / '\ ` � —_ �' —
\ /// / "I 11 ,/ ,�? / / — ��340� \\\\ \\\ \ �` I -� / j \\ \ \\\\1 � � l PROPOSED PHASE 5 BOUNDARY
), / "___ j�/////j/�/ --00 --7\\ --�\ \ \ \ -�-- �_ I I / / \ I \\\ \\ \ \ �� I
POTENTIOMETRIC CONTOUR
\ //, �-., //,//� /, /,� ,--\\; \� \ I�— I I ; / / I I \,\I\ \\\\\_
W
cc
Z
0
c,
O
F
a
rr
U)
w
o
o— _�
/// /1, / ,%, %/ / //( "/// / / -�� \ / \ I I ` / I I I \ \\ \_ TOP -OF -BEDROCK -CONTOUR
\ ,,,�_ \\ / I II „ / -_ \ \ I I I I \ \ \
I //�j�// j% \�\IIII III i I I III /�' 36-- 1 \ PZ5-27D I I / 290 I I \ \ \ \ PHASE 5 SHALLOW PIEZOMETER
/ 1 I \ I\ �\ I ( /,--� \� \ �x % I / I l l I \ O X PZ5-2S
/ �� \ l I \ \\ w
I I / \
W
.\
1 1 / // /� \ �— \ \
/ III I PZ5-14D I I\I I � / / / -� \ I I `1' MW-15D1 \\\ I I I I\ I - / 0" / / I Z& \ \\ \\ \ N PHASE 5 DEEP PIEZOMETER _
j �/// //j _ -I- \ I L X PZ5 6D
1 ////�/�/� \ III \ \ ` \ Ibl I l / \ I I I I \��I \° �/ / I O \ \ I
\ 1 I I 1V) PHASE 3
, //// /� \ �t- _- i \ \
1\ \ \ �,' \Ic°I I I I J III r I \
I I
I /// / // / /- — �\ \ I �� / \ SHALLOW MONITORING WELL
� \,�, \\ N I\ \ \ \ _o\ �\ - / / I 1 �� // // I \ \ \ I \
// / /� j�=` �\� \\\%Ql � \\ o �\\' \ \ / / / I Imo, I)J / \f�>\\ �� // / \ \ FOR PHASES 3 AND 4 XMW-19S
// /ice//iii�/��/ ��-_��� o,l \ o N \ \\1 �\ �_J i / l \\ \ 1 ?so / / I \ \ \ \
/ /// 1\ \\\ \`.// //
/ /���/,/,//I / \ /
,// IIII // %/ I `�\\ \\ \ \ \\\ \ _ / \ �/� I \ \ DEEP MONITORING WELL
/ ,// //�/�// //� / �- , 1 \\\\ \\ / r I \ 1 FOR PHASES 3 AND 4 XMW-15D
/ //�j///// //� % / /% j PZ5-21S \ !� \\ \ 1 11\ I o111 \r'o\\\l- — 11 '\ / ) / / //c'/< I / ' \ \ \ \ \
\,"\�,1\11 o\\\\ �o,� j /� \\ 1 \\ \� I
I ����//// //�/%�/ %/' %=�3 I \\\ II. \ -ram e) / `(/ �� I SCALE IN FEET
�/ mommol
o
/--------,- /� / // / , `[, ��, r / \ 1 l '--- I I \I(\ \ I \
.�iiiii /,//�i//�/ / // \\ \\\ I 1 \\\� o � \� I � _ L_ \ I
I 1 ( -.�' // �'�/ //// `L`°// ////� // %___3 0 �\ \\\\\ \ \\ \I11 I 1 \11 \ \ \\\ / �o, \ ) /�' /� -L- 2-- 1 ���1�\ \ \ I 1 I 0 150 300
I /i//i'i//�i//��//�i// / //�/- `\\\\�V\\\ \1\1�1 \ \\\\\\ o\\\\\ /`. \�! I \1\1 I ` ,�� /%j� I /�l I I�\ \ I I \ I
0
_/ .r" \
1 I / ,//ii'�i/ ��i/� i�i//// /// // / _ , \�\\��\ \\ \\\"\\ \ \\ \ / JJI `�/ Jl 1�� / l/ l //1 \ ��\ I 1 \ I I
///� // //� / / / \\ \ \ \ \ \ PZ5-26D / IC ( \\ \\ 1
\ ( / // // /\\ \ \\\�\ \\ \ \\\\ \ \ \ / / \ \ \
__� / l l \ \ /%//\
/ // 1 % /�i // V \ REFERENCE
% l/ j \ I / / I�lI I ///// / /� /' PZS-13D I ( \ \ \\\ \\ \ \�\ �/Y ) -/✓1�,r >\/ �_ ` 1 \ \\\\\ \ \ \ ) I 1
(/(
,
Ci
')
/ / //� \\ I ( \ \`\\\\ I I (I 1 1 ( I I / I \\ \ \ \ \ \ 1`\ \ 00 \� ` �� \( / \ \ , I \\ \ \\ \ \ \ / \ \ 1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL
\ \ \\ \\V \ \I \ I I \ \ \\ \ 11 \ �1 CC \ \� I \ 1 \ 1, \\ \ \\\\�� \ \ \ / WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING
///,,,/� \
\ \ II�JI
H ti
\ ox / /
/� /// /� \ \\\ \\\\ \\ \� \�� - \ \\ \ \\\ `1' I \ //L 00 I // \\ \\\� , \ \ \ \ \ \ \� N CONSULTANTS (IMC JOB NO. 16030); DATE OF AERIAL PHOTOGRAPHY
/ // /// \\\\ \ \ \ \-- \ -' � r I \ / \
i // // �_ \\ \\\\ \ \ \ \� \�\\ -_� \ \ \ \
/ii �i __ \11' \\\\\ \\ ��_��\ \ \'o\ \\, \ \�\ _ / � .� I �, Iill\ \\ \ \\ \ \ \ \_\ \ \ 1 o FEBRUARY 27, 2016.
J
/
,� T_
co
t/� a0
of - \ \ )I \ I \\\\ \ \
, '/- i \\ \\\\\�� �, j/ / I \ \ \ \ \ MW-16S- -� I III\\ \\ \ \ \ \ \ I 1 1 2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
//� /�j -�_ \\ \\\\� ��i / //�//// ) \\ \ \\\ \ \ �- _� ' �`��Z717� _J ��� �y \ \� III l\ 1 \ \ u, \ I I \ o \ 1 I I 3710644500J, 3710644600J, 3710645500J, 3710645600J.
+� N
U
,�/ // _,,-, - \ / / / \ \ \ \ I - c- �-� _ Io\\\wll I I I o I I I 1 3. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE
/// ,/ - (II r/,lI ((( ( �.; n \�� \ I � �� �1�) /T� " \ ��Z� t /'\\ - 1� Il\'�0111 I I I I I 1 1 I I I / INTERPOLATED FROM A CORRELATION OF WELL GAUGING DATA FROM A
/i /i// / // /�-- �\\ I \ 1 I I / 11 / / (-� � oii/� 1 I I
IIII / I I
~ 4
ti
p
�\�,
/// // //// /,�_- 1\11 \\\ \��__270 \ I\ I { ( 1 I ✓r — — \ `� / ,��� I I I PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WATER
/` ` ,,�/, // // / /// // �l ��� \\\ \\\ \ \\ \�?9p_ _ \ / �� i'=f- �� ( \� 1 I I / � \1-/ W \ �>// I I I I I I I II I 1 LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN
/'\\ �\ \ / 111 \ \ ��- I ) I I
p
i M
/� I "I//" //W/, - -= _ `� �� \ / �/ I I DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH
e �- � �j // /, /�,6 /// �// / �� \ 1 \\� I -� %//// / / \� ,/// / / -- ,- �� r �'� `�� j 1 �� I^///� \ 1 "� r J �\ �\ / I I I I I I l J APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET.
, \ ♦ ,/ �}l ,,// /// / / / \\ \ \\ N�\. �� /�// ///�/ / ,a 1� / / 1 l w �( 1/ ) IL I � I� 1 r_ \� �/ I I I ) �� /
/ ////i // � I 11 / ( �/i CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER
1
1
0 V
N
O
00
/ //� // // \\� N N N o0 I/ / /// �// / �/ ' /// \ \�\ 1 \ �� Jt\ \� I S
/ D/ ,z/ �/ / /, 1, . w a ��i ,/ I o \ // ( ( __- Ica I �r I\ \� \( ) , I /// G_..
Z,73)1k�,
//� / //// / ,/, / // / // ,— \\o ca �, / %/// / �/ ((t ) >>rl )1 T� \ �r�\1 \ // / f/�> �/=___ TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE
, \\\ PZ5-1 / / / // 1 � \�I / L`I \ III I 1� / S /, �� __ DEPICTED SEASONAL HIGH WATER TABLE SURFACE.
'/ /////
� j// I // //, l�
/ (( \\`\ I
1
E
Q o
d
( IIII / L l 1 /
/ / // /� / �'� � (/// ( / ,� I`� �� __ \�_ \ _ I I / ; � �7/ /�_ ,--
' \ /�=�) 1 II IIII/// j%IIII/ // �3 O\\ . \ .f l� Z�
/ ^�� \ ��i'=-�Il ////��jj/ /' ///// i, \ \ \ \\\\ \�\\\\\\\ \\ / \\ J I <���1 �r' /^)I / ( � ) ,l /, ,f �_-� L-- 1 III \\- � , "
/ \ / /-� —`� ✓ /l ) ) \ 1 / (�
I --�/// //��—�// /j/// /j/////i \ ' \\ \\\ \\\\ \ �— I I J / \J��_��' ---\ �o �_
\
�
N
M
, / \
co a��
Z, - � ) 7 ,
I /// // ///i / /// / 'L / ///� , 32 \ \ ?_ \ o \\ /- I \r \--_ �-_ i = \ \ \ 1 �� / / 1 I
�� - �) r /(//,�\\��-,
1
�:
\\ �,. \ _
I _
\ f /%/,/, /// /,/ / /// ' /�///,,, /i -� ,___ ;-; ,, ;,,. \ — ��5, < ` __1_ , \ c_ ;,� �-� \ l ,�
��` -.. l // / / // / / \ \ - % ( \�I \ -r - \\ - I %r\_---- �� \ \ \ I ..� 111� ��'i��
I // /, �/ / /i/i / \ \ \ c� --� \ \>jJl \� o 11 -\ I IIIII I / j�\�� �
\
-_ N
C
`�
�/i / // \ _�
♦ ��00 -�/ / IIII i ��/ o, �= _�_ \ \� \ ` r \ I o\ ,� > R \ \ 1
l /ii�i /i ///� /i ' �/ /� / /ii''ti�'i/�//� 330, \ \,_ /( ( l \ \ -- -- Z \ \ -%- -- v - \\ \ \ \ \\ \ \ I / I I 1 III111111� Il` \/ /�
l IIII/ �/ / /// /�/// \ - ` ). \ \ 1
is
a
o00
rn
/ / IIII /�//� _ \ \ \\ ) \ \ MW-17S \ \� _ _-_ _ \ � I ,/,_ -,/%�� \\\ \ \ \ \ \ \ \ \ IIIIII (/ (
_ ' /// / // //// X, ///�// /// //// /%//% PZ5-10D-R \ \ \ \ \ \ __ __ " ` \ --- -- --- \\ o /� L / — �'��'���'-\, \w1 -\ \ \ \ \ \ \ \ \-_, \ ) I 1 I I I /,� (
_� /� /� % \ \�\ \� \ �, \ - - \ \ __ _ ----,- - \ /� / \ / \.-�/-_ \ N �� \ \ \ \ �� I IIIII IIII / \\ \\�(
-- 1 /// I //////////i j,//�jj� �jj,///jj/, j j j,,/ //� \\ �o Pz5-1 )1i\_ \ \ \ \ \� __ _- --- �\ \ ) `�' / / / I (\\ \ > �- ��__ _/ \w\\ 10l \ \ \ \ � � --> \ I I � � I I I
/ 1 1\ -� IIIIIII \\ \\
/ � / I 1 /
0 4) t
a
W
/// / \\\\\\ \\`�\\ - / \\ /t /:-��_ -� w �_ \ - ���__ -- \ �� \
I _ \\\\ \ \\ \ \
,// / I /// I I I 1 1 / / / // /// �/i IIII / \ I - \ \ \ \ ( l �/ /-/�� \ of I I \� \\ \__ =-� -- --- `--'' ! / I \I I
' , ,// , , / / / /i,/, , \\ \ --�� \\ ,\ . \ \ \ \ - 1 \ / , I I 1 )1\ r / \ 1 s ��-�_;/ \ \ I ` \
-y- - - �_ �`__---\ ��. \ \- 1 ) \ IIIII,'' IIII / \\ \\\
\ II11 I I l // // \ \ I \ ( ( I I III \
// IIII /, //�/
t�
I I , / o ,// - \ I 1 1 I 1 I III ___ \
/_ \ \Z �_'- - �_-�_-- __ _-__ -- -_ �\
400 ♦//i
lI _\ \ \ \\ \\ \ \
\ / / // / // /// /� / // / / i< I \ 1\ \ 1 \ I r� I I II I I \
\ 1 \IIII 1/ / / /i / / // I 1 -�, \ \ - _ _ -- \ \ I I / �/\1> / \ \ I s (j�� - \ - ___�
/ / I \ I / / l �j /x/� /� /// 10 ///� / o / I I %__ -'�- \ \\ \\ \ - 1 \ I I l l I I I I I �< / ( I \ ( I \ I \\� _____ _ ��� - -_ �\\\\ - - 1 IIII 11 IIIII \\
\\\ /// �� ---- - \ / \ __-
\\/
o
,_, o
�/�/ 11//i/i/i'////i/�////i/`;,/j/X �//II ///' /- \ I _ ( // %i// / ) I I ( �\l II I CI I ,� ° \ \� �� f - --�_ \\�� _`/- \ll I I 1 I I'II'll/
\ I IIII jl/ ///�/j ,//////// ��/�/ / PZ5-10D ,/ / / / \\ \\\ 1 _.��-----� / J / / /� / �/ / I I ) II I O I \ (\ \ \ \ \ _� -- - �\ 1 I I I \JII I
//___::�\ // / I I �` 1 I /
////i/,�ii \\ \�
•�\\
-� / / / / / /� I I I� I ►� �_ ��\ 1
\ IIII /// ,�i /� /� / / / _ _ =� \J \\ \\\\:! �� _ _ -_�-�\
\ / I 11 / I 1 \ \ /!� / ( o - 1 �\ \\ \ \ / / // //i �/ // ( I / \ IN ° 1 \ / - _ ----- - �\ \\ 1 11 I I I I
IIIII/ ljll / /l l '�/ /%/ l 1 \ \--' �- __ / / / / 2 \\ \\ (\ ( // /i- = - , I N I I �� - __� _--_-\\\\\ \ _� \\1 III 1 I�1 Il 1111111
\ ll'Il I l/l ! ,/ ( / \ /� /- / / I \\ ( / / , ,�--� ��, I 1 ', IIIT 11 / -%------ -------= \\\�;��'_ ,\\\1 11 IIII , I I ►1►I I1 I
/ IIII( / \\ \ / / ///� J1 l II �I I 1 \\\ \\ \ 111 I I I I
\ /IIII/Ill/IllIIII I /// \\�\\ \\\ \_/ //_ -_/ 1 i\ \ - \ �Il ,_- _- \ \ I�1 III I
\ / lIl l III / I I I (� ( t \ \ \ -- I - �\ \\ / �!/ I �� ill \\ \ I ( I /-�/- _ __-- _-_- �\
�o \\ \ ( /,/ / / / / f� \ I I / �- \\\ \\ _ - \ \ \\\ \ I I II I
\ / I III III II (( \ \ \ 330- %_ ---/ \��-- 2 _� \\\ \ / \ \ 1 - \ ,\-
/ /�J/ �/ \\\ \ /�/ l� r IIII I1111 IIIII ����-- :-_-�%-�-==PHASE2 ��\\�\\\�--�\,\� 1\\\1\\\\ IIII 11111\ a11111 Ill/ I
III �- /
II I
\��/ 1//, ,--%,_ _- �� =_=_ _ = -
/ l/III I 1 ` \ \\ _ /� _ l - \\\ \ \ I I I
/ II I \1I \\ \\\ \`\\ �; \, \\ \ \ \ ,%�� _ ) \\\\ , \ `/ _, � , / ,, , / ,�/,/ \ \� (< / I �� ,1 , II f I ►►IIIII j _ _ _� =__-_- ;_ - _--- --- \ \\ \\ \� \\\ \ \ \ III III I,11111I I I ►I 11111 ► I
/ / �1 Iv \ \\\ -_ - I 1 - / / /� -�- -_ ��_ ;-��; ---_ __�-_��\\ \ �l \\\\ \�\ \ I I I I I I I 1 I
l /IIII 1 11\ \\ \\\ \\\� -\\ PZ5-9D \ /i"" � _-� --�/ 24D \\\\\I 1 / / // �, //// (C�\ ^\ �J / ( I I III I I I I _ _ \\ \ \\ \\ \ 1 III III I I I I I IIII IIII \.
l I \�=-�\1 i � �i PZ5-25S I\ , --' �/ \ 1 I III I I I I IIII I r //� / _- _- �\ \\\ \ \�\ \ \\I I\\ -
\ / �/ / //// / I I I I ( �/ _- �, \III III I I \ IIIIIII
\, I
a/
Z
__
;---��-- 0 11 \�\ o /� / PHASE 4 �) ��; - _ -_ --��_ ` \���\\\ \\\ \\\\ II 1
I II II I II 1 I I
,� /// \\\�\= ��\� '/i)) 11/I I �-�- \ o \�._ l / / - // � /// //�/ f%^-- / I 1\ 1 \ I = _ =;�i --= - \_I o\ \\ \\ \ \\ 1 I 1 IIII 1 I I III
\ \ .320- / ! - \ - / / �/ \ III III \ 1 1 \1 \ I I I- _ / _ � -_--- 1
\ ) /, >> »� -, -//�il I \ _� - \ \ rye/ / /// // ,� / I \ 1 I 1 r - �/ /_- - = _-__-_\\ \ \\ \\ \\ 111 1 I 1 1 II \\ 1 II /, ��/��� - ���/- / ,, - /__ \� \ \ � '? l / l l / / /� /� ,i /// / �4 /i'�,r// I I I\I ( III \` I 1\\\\\\\\1 I I (�i�- %_ _--_____ _- _� \\\ \\ \ 11 II III 111 111 11\ \I I Nl�,�'A,�Ili"\
- \ 1 I ( ( l/ w \ II I\ll
/���%��I /,� �// l �_ - / l / /� �/ /� I // / -� / \ 1 \ 11 I \ ( -�___ ;_ _ �����\\\\\\\\\ \\1\ \\11 II II II )III \ \ II I II
'%=�,_ III11II
J
OJ1///////
cc
O\
a
//��/// / / / I (\- / ��__--- \ \ l 1 / _Mw-18s / / / / / J I I \1 _-- ,-- ----►I► 1 II 1 I� I111
1 // // IIII , / / / ��� - \`�\ \ \ l 1 1 l / // �� ,� J �� �, / r I I I I \ \ \ \ \\ \ f - - - _-- \\ \\ \\ I 1\\1
/ �l// ///� ///��/ �i / / (1�\ - �� / -� J 1 \ / I ° / /' / / III / / // / /ice /ice \ /// / 11 / I \ I III`\\ \ \ \\C �� /�-, _ _���\\�\ \\ \\ \1\I IIII III III I 111 II 1 I 1 I 1
PZ5-8D �' \ \ \ PHASE 5 / / / \ \�\ \\ fJ,l, ��,____
/ l /� / // //=i �/ /// / / / / 1 \ Il I \ \\ \\�\ \� \ \\ / / %�- - _ /__ __- �- ,\\ \�\\ \\ II11 IIIII 11III11I 1 \III 11111111I l
\ IIII / / // / ////�l 3j ) I / / \ / / I I \ \ \\ \\ \\\\ \\\\ \ �1 I II 11
�1 / /( �) 1 III IIII I
a
W
W
_�/%i'i-,_ __ 1�0\�
_ - / --� ) _-� \\ \\ \\\\ \\\\
/ 11 / I ^° / �_ - _ \ / // / I \ \\\ IIII IIII \1 III I 11 \-
\ / /lIl I III / /,/�I , �// / I I \ \_ -o -__// �</�'///�/ /� - ' I -- - I I �I / l � / /�' ( / // / /�/ 1 \\\\ \\ \\ \\\\\\\� \\�\\\cam 1� / -_--�J =- 1\ \ \\ \\\ III I I III 1 \\
-
I I �\\ - // �/ , /i .ram/ I / I I 1 w I 1 ' ,� /, / / / I �i/i / / i / / / I / l 1 \ \ \\\\\\\\�\� \ \ \ ������ //'�- �� -�� I\\\\ \�\\ \\ \\\ II IIII IIIIIIIII II III111 I \11\I r IIIIII\
1 / 1//l�l I IIII/I///// / I / I \\_ -', -�'// // �'__'J� / N // / /_� G / / _ I \\\ \ \\ \ \\ \ _ 1
I I (((f r I _� �� �/� ,/ . -� I I / -- ,. . , ( , , /, - \ 1 \ \\ \ \ \ \\ �� -___ -___ -_- _-\ )1 \ \ \\\ \\\\ \ I I III IIII \ \ ` 1 1 \
\ // I I I I / /— 1 I o I I �2so— / \ I / ( / X// n \ \ \ \ \ \ \\ �\ \\ \ \\ \ I/, �/ \ \ \ \ \ \\ \ \ \\\III IIII 111 I I III \ \\ \ I 11\111
/ 1 I I II I ► 1 \ \ �30p — /,��// / l/ �,�' _� , I / _ —�'/ ' / �� �� � \`�f'/�/ �' ( II 1 I \\\\\\\\\\\\\ , \\\\ \ \\\ \\\�\\\\, /���_---------� \\ 11\ \\\ \\\\ \\\\ \ II I 1 III IIII I \\\ I \\\ \\%V\`
I l\ /��"� I / / \\ 1 // \ \ \11 11 III I \N
U
_
Q a
Z = Z
\ I I \ \ \ _ ____-_/,�� , / //-- ! / w \ I l -���� / �� /� / 1 Lx / \ \ \ \ \ 1 ��t 1 IIII 111 I 1 -
111/11II IIIII\ \\ \ \1 \ _ PZ5-8S / / -� N I -- , , I / \ I / / I / \ \ \\\\ \\\\\ \\\\ \ \\ \\\I II\�\ C /�- \ - \ \ 111\ \ \\ \\ \I I II II I IIII\11 I �1 N �\ -
IIII 1 \ \\ \ \-=' _-___--'�/%%/ /' i / / / / /- 0 1 I 1 `'' / < I / / \ \ \ \ \ \ \ I \ 1 << /� r I \ \\ \ \\ \\\\ \1 I 1 I I 1 \ .�I�I °°\\ o=_ ,,
/ \/ �\ \� \ \ \IIII III 11 �I
I III 1 \\1 \ \ \� _��%�//�/// / / / / / \ I I \ I /�� /'� I �� \ //l ,/,/�/ /// j /) J ( \\ \\ \ \ \\ 1 \\\ \\11 I 1 I I 1 I I IIII 11 (/ \ \\ \ 111 1 1A\\ \\ II III ��J-\o J I\ 11 11 II 1\\\\\IIII IIwI w l o V� \
I \1\ 1 \\\ 1\ I IIIII I I I�� ��I I 1 11 11 I I Iloll I \\ \
H
O/III
J
JO
--� I I __-� - /1 \ \ 1 1 w ,. \
/ IIII I \\ \ �_ 1 1 1
I I IIII 1 \\\\ \\ �?90-� -- _��--; /// / l 1I I/ 1 I ( / / 1 I \ \ I / / �� - \ / / // / r I \ \ 1 II \\ll IIIII III 11 II 11� 1\ \ \tW
_ ��� /I / I 1 \ IIII 1 I I I I III I 1 11 I I I 1 \ - I \ I 11111�
(I I\\III1I 1 111 IIIIw\\\c`�.,\INIIoI l0\1\ 1\\�/11I % 111 \\ \\ \ \ \_ --- -��-' / // / I( IIII I \ �N `_ PZ5-7S I \ \ 30p' /� /
III 111
1 / / / /I I I I I II I \ wl cr
Ill \ I I II `\I �11 w \p• o\oll\,111 \ \ \ \\\ \\ 1 I
��i I I / /IIIIII /// I 1� \\
\I
Z
J
/ III III 1 \\ \ \\\\\ --- , _-' , / I I I O I 1 \ \ o` \ / I \ \\\ / ,i . l� / /// / / I o\\\o\\\ \ 1 1 \\ \ \ �\
I I I \\ \\ ��- _ / / 1 0l _ 1/ \/ \ / // I I I I I I �l l III I I I I 1 1 \\\�i Iw lo
I
I I \ \ �_ \� � ) \ \ \ /r \ , /�\ \ / / / , / I / / I III IIl 1 I I IIIII II//// III I I11 1111 I I ,--\ _/ (I / II �\ of 4\ 01 0111 \\ \\\\�I\11�111111 1 1\\ \ I� \\\\\ I
/ I III III \ \ \ \ \\� ?80 - PZ5-6D ' / / / o / / I I R I I I "' \ \ \ - // , -- ) /
11 I \\ \ \7 - __ o i o / I I \ \ - - / / \ \ \ \ ,� -. ��I �i�>\\�`\ 1�) / / / // ( I j / l IIII l� I I� 111� 11 l 11 l I I IIIII I1\ "_- ) / -� �l 7 / % ICJ jji 11 j I,111111111l1I'I \� \�� 1 I IIII\\ 1 \ I \\\ \\ 111 \,
I IIII \\ \ \ \ \� -_,- ; %' /�/ / N / 1 I \ \ \ \ -- _----' \ \\ \ ___ �', = ) I�� // / I / ( / l l l I l % % 1 j l I III %/ - _, - KV I l A 1 I' \\\\ \\\ 1\\\' IIIII 1 \1 III \\ \ \\1\\ I
I ' C�J� l / 1�/ // /Ill/ l II 1 / o �, c� I I II II \ I 111 \ \ I \ 1 1
I /�
O
H
Q
0 V
/ / I I I�/l ll1/l/�ll/l/llll� 11t/,//,// „II
__ I 1 \ \� -- - -__' (ry / / I I I \ \ �\ -__ / \ \ \ \----/�o�'� ii� , r) <\��! / l l/ /�/// f �� \ / •. o�� -� /) \/1l\IIIIIII 1111 111\\\ \\\\\\\\\\1\ \\\\\II\\\ \ \\\\\ 1\
I IIIII 1 \�\\ \ \�� -� \--/ / III 1 I I I \ �� - _ -- / `---- 3 ,- 1 / ( 'I / /iir! /
\ z� -_ / / --/ I ( 111 l l l/ l l Ill / l l / I 1� -- \ / / 11 I I III \\ \\\ \1 1 \ \ \ \\ \\ \ \� \ \
I I j IIIII \ \ \ \ \\ ° \__i/ I 1 1 I 1 I I I 1 \ \_ \ -- \ \ /- �I // �° �/ '���/ / / I I I 1 / l/ // / 11 l 11 1 l l /l . 110 410 -J I 11 11 I I \ 11\ \\\\ \ \ I \ 11\I\ 11 \
I 1 / 111 \ \\\, //� I I 1 I 1 \ \ \ \ -- `oo ^--- _ �_ -_-- --� \�/i/ - -- / I / 11/// / // // / / /l Il I l r/ 101 \ ��/ \ / (✓1 \� II I 1 \\ I\1 II\\ \\ \ \\ \ 1
\- \ I I 1 \ \ x --/i '`� `� / `- 1 I / / / // / // / // / I o //o / / \ Q II I I 1111 I111 \ II 1\\ \\\\\\\\\ \III \\\ I 111
�1 X / ° /�/ / / )) III 11II 111 \1
`w
H
Z
W
Z =
Q
J ~
\\ PZ5-6S / // °' I I I I I111 \ \ \ \ \\
/ \ \ / )`- Mw-19S I_ , /\ /// / / // / / / �� \ I \I I \1
`� / I I \ \� - \\,-, �, / I \ \ I` \ \ \\� 28 - - �\
, I \ \� ,;// \ \ - , I 11 I II II III I\\\ \\\\
/ � \ ---� / ( \ \ \\ \ - - \ PZ5-MW23D -3 0� l �� �� ��� 1 J �\ / / // I / f ' // l// l �l ��/l /,/ //oi/ l/,�°/ "� / / l \-,\� 5 l ( I II I I I I I 11 \ \ \\\ \ \ \\\ I 1 11
IIIII
I \� \ \ \ \ �__/� I \ \ \ ___ (r \ \ \a)//,�\\ I /// ' o h° / / :•1 //', 1 I Ill 1 ��\� ��\ /� /�r/�1111 ►III I IIIII II►1111111111 \1\ \\�\ \\ \\II IIII 11
l 1 \ \ I \ \ 1 / _-- C ( �� \����� �1 \ //o/ ll"� l l Il I I I t
_ / / III / /---,tiii I / o' "�1 i- : ll IIII ,l, / I I /lIl I I _ -r ( l// IIII 111 IIII I/I //II IIII I11I 111 1 I I \ \11I
I,�/ / \ \ \ \ \ \ _ I ' �- _ 1 , ► \_-� ��-�)I 1 � � // o a , "� 1 / \ 1\�_�� 1��� /, l I � I 1 \ 111 \ J v�l,ii�wo�
I I 1\\ \ \\___/� //I `\ \\ )
1 �, I I I I IIII IIII III
W
a
Z
_
LL
O
\ \ -_-_- I / _ 4\ , ` \ // / I / / / / I
I \ \ \ \\ / / I I \ _ _ /� ,� `���� �/ j /'/ji� l / j � I \I�II\
I , II Il I l/ 1 ll / /Ill/ / , �''I / Ill IIII IIII // / ///IIIII
1 \ \ \ \ / / 1 - \ -PZ5-5D 60- �j /� / / l I I I / / / I �S� /-�� \ I IIII I III 1 I l 1, / / l �( I F)�%� // / l / ll/ ll l l/ 1 ) I III (\ \ 11
/ \ \ \ / I - �- \\\ \�_ --- - __ / / / , I / \ ✓/�/ \ �J/� -�� - \ /�/�� II IIII IIII III IIII I/Il /Ill I IIIIIII I \ 1 /-- l / ///// / / l lI 111// ///l ///I IIII /l// ,Ill I11l I � I II
f ; , \ \ \ _. \ , / / t \ \_,_____- , ,� I \/ �. ,, r / III 1 / / / �, !/// / l I I I I I
\ \ \ \ I �- �---_-__- / / / // l / / / // / \ �/ J �/ � / III I I IIIIII // / I l III \ I / / // III l / I l / l/l I l I
_ ) / / l ti�// / // -- %� / �/ ' l / \' IIIIIII if �. IIII IIII I 1 /l lI ll l/ Il I l 1 \ > / // / /// l IIII 11 1 /// 11l l l l / l I I / I ( I
>{ / ) / / l I \_ /� / / / / / i r l III / \ l /// /// �// l/l // ///l IIII ll/ / / (1
I I / /l II I l l/� 1
J
W
V
Z Z
Z
O
/-' ( _ _ / / / / / - I I / / / / i I , \ \ / /
/ / / I J IIIII \
\ \ / / / l (---'/ / l I \ ` >// / / , / / / / -i III - /l / �l 111 / %/ %/ ) / I I IIII II 1 II 1 // /// // /l1111 \ 1 \ / // //// / / ///IIII/ l/ l // /////Ill/ / ll//////Ill/ IIIII \ I I
( \ ( / / / J l _ �' l \ > -1 �/ PZ5-5s / / / / / / 1_---1 %� Il k I / \ % I // /// / /I / , Ill I I I I / I 1 I / / / / /� //// / / /// / / / / // // -/// I \,� I
/ / t /j/ I / I I l // / IIII Ill IIII I // /l/ l l// /IIII I l J l l /�//l l/ / IIII IIII //,/ ////////IIII, ////// ,l I
W
J O
Vch
\ / ___- / / / / / / / / / / 1/ / Jll// / / �� / ////
1 \ \ ( / / // / / / / / _ / 1 /--� / / l l l l l I I I \
\ (/ // / / / / /� / ' � / /// / / / / /�3Z v/ /-, / /) ���_ //�j�i� / // /I l / / J l/ll�ljljl ///IllIIII /� / �l IIII I / // /// / // // // / / I l
\ \ \ ( �--� -- '-\ // �l // l l // l / ) ( l / I // /// / // // / / //// ////,///////, �/ // / 111 l \
0
O
\ / // ,
i /.> `v �� / / / IIII/ l ll / l 1 ///� ( /� ( IIII IIII /// /// // IIII /,� /// / // / —,
\ / / PZ5-20D/ / / / / / / / / / / �� /-� / �j /��/ / l / / // /l/ / / / j
/ \ \ \ \ \ \ __ / // / / // / /
\ \ \ \ -- I / / / / , / / / o ��-_ � 1 / / / / ' / //%/ / % / / // , / / // / l l // / l / ct� ` 1 �� / // / / / // // / // / / / // // / \\ \
\ \ \ \ \ \ \---_'� /, / I I ll I // // / / / / ///� / PZ5-4D `L��/' //�I I `// / /� , // // / // / ///////IIII/// //,/p /( ! I I I //// / / /// // IIII/ //////// /// / -�/
1 ( I / , ,////,/, / / / I \ \ , // // / / / / /// / \
^I/ l / /, g- I / / // / / / //// /// / /�/ //// /// ) .,� )
cc
W
Z Z
O a
—_�-' \ I I I / i / �� // /1 �� „_ _ __ _� IIII / / /i /// /i / / / / /I �\� � \_ \ // / / // // �/
\ \ \ \ \-_ _� ( / Pz5-2os I I l / I jI 1 I I I / /� / � ( -� � ti$° / ---- /�%II II /i / / / /i �_� // - � r�//i / ///////'/�/I ll F ��� \ - I IIII / / // // IIII // ///�//////// ,/ /i/ / /i%/ ��\-/ \�
i I l o l r l((Mw-2os � -\\ / r //� / / , /320/, /i/i�4i�i i/��/ �-�� \� \, /// IIII/// IIII//// ///�///�// /// /// // /// / /// / -\-
/ ) l I I / l / //
W
133
O
a
ch
Z
z
\ \ \, -- I / �'^ \ \-� / // / / /l // /// // IIII / /�/// / \ \ \��
/ / / j / / /// , l / I I I ( ( _ � �i / /III / /11 \ �/�/lam \_ / _� //�// o� �i/�i //�% (
/ / / l l \ I / / / /- \� /� /��� 33� i / /� �� / i /� / ( ��_ - // / / / ///////l/IIII /// // IIII/ % ////�/�j // I %/ //� \ ` _
/ % / / / / / / / / // ) �(
/ / ��// /, // // / /./,// / I 1 \ i I \ \ \,_---' �° ( �_� I � �,/ �/ / �- , / ///�// �%3 moo !-�'<� // //,� \\ ,/// / / / // // IIII/ IIII ///////,,/ / I IIII �/
_ // �/ // / / \ , ti ) �` i Lam/ /� I l / //�/� // j�35 �/ %/// / /� ��/ �- I !` ,/ / /////�//// /�1 l/ /// /////,/��// l / // I ���
I I / / /// / / // // // I 1 \ Z90 Z / \� �� / //_ / ��� / / l / /// //i//���� �60� �i/ s / IIII ��/_-_�_�\:� \ / // IIII ///////// /l/ 11/l //� / //// //// / /%� / /ice
/ x PZ5-3S \ � \ \ �\ / /// / � / / �/// /// �� -- l // / l
-� r /i / 'PHASE 1 \ //�//// //// // / / ///�l/�///////////// l / 1 ��� `/' \_
// / / / / \ \ \\ j j' /
Q
=
V
\�� )o �����ii,�j
/ ( / / / Q'Q c \ \\\ \ '3� �� /�V \, \\ \�\ �,�,� I ��� %/ % /// j///��iii!= � - I I / / !�-
/ \ I l l / / / /W / // // ' \_� \ \ \ \ - o- �, �� , /- � -\� /_, -- �` ) / / /`// ///�/�i� / �// > /� /�i�,���i�=���� T,, ,�, \ , // /i//i/�///�///�// /// / /////� ///�//
I / / - \ \ \ / / /\ - /�/// i / / / //i/� �/� i/i"/% C / /, //ii /i�i//,i \�\ %/ //�// j //Z/ // IIII/ ///////�//// // // / /// ` 1 / /�
/ I 1 I / (l (I l �'-� \\ \\ \\\ i// / / y // ' / A�� ////� ///,�// 1 \�\ ill �) // // /�/ / IIII /
-,L I I l \ \ -__ ���� , ,//, - ; _-_ --� /%/ice=-� j/%%'/// �� �, ;,, / //�//� / ��X/// / ,
� / �' l I I / I I I / / I I I II / \ \ \ \ /i . /i // / / / I --�__ 11 _ — I / /�� //i �i� �% /,///%i/i�� i i /, //�i.� // ,.ii/..� � —; — \\MZ
N
360
360
Z
Lo
350
350
O
340
EXISTING GROUND
MW-150
340
H
PZ5-7S
330
MW-16S
—
330
W
320
��
320
(n
_
310
—
PIEZOMETER WELL (TYP.)
— —
MW--17S
�
SEASONAL HIGH
GROUNDWATER
�
PZ5-15S
310
300
290
\ 280
(n
�
O
U
U
m
z
m
0
o
Y
=
U
300
PZ5-5S
�
\
290
PZ5-3S1.
�
PWR
280
v,
26o
SCREEN (TYP.)
EXISTING
BEDROCK
260
250
240
0
O
r
N
a
w
�
Q
250
240
O
�
-0+500+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+0029+52
W
0
z
0
A -A PROFILE
cc
SCALE H:1 "=50'; V:1 "=25'
J
°
o
2
U
C7
~
w
W
O
0
d
Q
FIGORE
8a

8 7 6 5 4 3
\ \ \ \ \ \ III 1
\ \ \ I \ \ \ cn
\ \ \\ \ 1\ \ \ I I II �\ 1 \\ \ \ ///l/l /llllll ll ( \\\I \ \\ \\ ///i /i///// — —/%//r— ♦ � / // /i�i/ ///— II 1\ \ \ o I
\ \
H
/%j�
//
j//
I ► I ; I I I►11\\II I \ \ \ \ \ I I I I I II IIII \\\ \ \\ __—_ �// /,
\ / , //
I I I III \ \ \ I I �� ��\ \ \ \ \\_ f // / / ////�/ I II \\ \ \ \ \ \ i I III IIII \\\ / /�/i �i /�///
NORTH I IIII \\ \ \ \ III III I I I I Imo\ / /// /// / / / / \�-- —_/ / J
/ 111 \ \ \ \ 1 I �/ l —�� —� / / /'/ii�i �i//
/iii / // / / / / /
ko�/ii�1
�
I I I III 1 ( /
I I l // //l
I I /
/// IIIII
11/l 11
/ l l l l l l l I ,IIIII, /l
/ / V \\ \ I \
III IIII
I11, II I
4ii/i
/ / j /,jl1 III IIIII \\\\\ \�\\� %�/�/ /ii�� //�j/// // / �— \ /ii��i 2h �/ / 60�� ����'s�� \ \W / \ I
G / �/ / / / / / l \ / / \ ii// / 2 \ \\ \ \\
\ \
I / / / \\\\\\\\I \\ \\\
\
o7
\\\\ \�\ PZ5-18S
"
-60
/ / / / 0 / / _ I \ \ \ 0000v
\
/ / --
�00
REFERENCE
ch
1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL
I � � ♦ /—/ // //// �/ / / / — _ —____ I I I ll / / --_ ( l I WAS PROVIDED AT 2—FT CONTOUR INTERVALS BY INDEPENDENT MAPPING
CONSULTANTS IMC JOB NO. 16030 ; DATE OF AERIAL PHOTOGRAPHY
( )
FEBRUARY 27, 2016.
IF/ \\ / ////�/�/ //// / / / / 90 / _---_ I ( I l ^ I � o I I / / I I 2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS:
PZ5-17S I, I \ I I l / \ \ \ 1 ` 3710644500J, 3710644600J, 3710645500J, 3710645600J.
/�
3. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE
/// INTERPOLATED FROM A CORRELATION OF WELL GAUGING DATA FROM A
/ / / / / /� f \ \ \ ry \ III 1 / O \ \ \ \ \\ \ PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WATER
// \ \ \ \ I I I N \ \ \ \ LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN
+p \ ♦ / \ \ \ \ DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH
o \ \ \ III I \ \
♦ / �� I 1 \ \\\ \I I I 1 / ' / / / / / / // / \ I \ i/ \ \ \ \ \ \ \ APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET.
♦ //\I 1 I I I / 300 \ 8+ob\ \ \\ \ B \\ \\ \\ \\ \\ \ \\ CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER
---
/ \\\ \\ MW-13S \ TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE
roc, GURE6B o \ \ \
�- \ \ \ \ \ \ \ DEPICTED SEASONAL HIGH WATER TABLE SURFACE.
10loo
loo N I \ \ \ \
\\ \ \ 1 / / / /
_\�\ \\\\\ III Ill l l // / / /10
— \ / 3
� o N N I I I I I I I ► 1 \ \ ,��/%�i 1 I I I 1� \ 1 I I\
3+00 PZ5-16D I I I I \ \ II \ I \ \
xi////' \�
\\ I I l I o
p0 , wool,+B 2+00
/GRE
-----
I I I
N I III 1 \ I
/ PZ5-15S .\ I►_.
/
\\\�\
\� \\\ \00
N
zij//ice/, __`
1111
// ii
/�- /i/ /,//// /// ////// ��� 1\\ 1 I / 280
\ \\ 1 MW-1
/ 4D
\ --\�\\ /
/ / / \ �/ \\\
/i�/'/i/ice
/ / /
/// Z5-14S
\\\ \\\ \ \\ \I / \ \ \\ / /
/Z I I I \ / — \ \ \ \ \ \ -\ // // I /
340-
/ /// ' I l l / Il ll l � l /l �/ / / / ,---� � ---_\ \ \ \\ \ � / X / \ \ I I I I I / I I ► I I \ \ \ / / / ___ \tl \� \ `'_r � �^
/ \ \ \\ \ I I I
3s \ \ \ \\ 1 I \ / I
\\1I I I III I I — o \ \ \ \ \ PZ5-27D \ I I
I I I I I \ \ \ I /-- \ \ \ \ I I / ) -\ I
111 I III \ � ► � l \I \ \\ �) � I
11 \1 ( I► I I I\
\PZ5-14D MW-15D I / \\ I \ I I I / 28 I / / / I I ^, \. 1 I I 1 / // I✓/ / 0/
/� \ \\ \\\\ o
// \J I I \ PHASE 3
\
� �
I I
/��///,/�///�-—����� \\ 0111 \ oll \ \\ \\ � \\ \ \ \`_- / / I I \ ► 1 J// i � \ I / ,/ , / I I \ I , \ 1 I I I I , \/-//O /
// j//// / //////��— \\ \ 11\ `'` I \ \ \ \ / / / ��� / 1� \ 280 / I \ \
\ 1 111 \ \\ \ 1\ \\\ 1i =250' \—
////�ir
/— PZ5-21
,---__ \ \\��`� /%
//// II II \ \ 1\ \ \ I1 l
// j`/o\
I�
�
\ \ \ \ \ \ PZ5-2
\/
\ \ \ \ \ \ \ / / ��i /i _, / /, //i/ \ \\ \ \ 1 I I 1 1 I / / / / \
320 320
310
Kcs
80111
EXISTING
GROUND
PZ5-16D
PIEZOMETER WELL (TYP.)
PZ5-15S
280
270 SCREEN (TYP.)
260 EXISTING
SEASONAL HIGH BEDROCK
250 GROUNDWATER
240
230
-0+50 0+00 1 +00 2+00 3+00 4+00
'Z5-17S
310
300
290
280
MW-135—�, I 270
260
PAR
250
240
230
5+00 6+00 7+00 8+00 9+00 10+000+21
B-B PROFILE
0
cc
U
w o
cc
Zfr
O U
w
TL-,
w
OC
w
a
O
z
C.0
ICI ti
^ N
co
4.;o N
�--• M )
� O
� N
t
U cn E
o
°•' Li .�
� U
U) cf)
M
0 � N
� o
a rn
W a) a
U
0
0
rn
T
Q
Z�
�
J
0aw
O
Lf)
U
Q
a
�zaz
0
0
Z
�
�
LL
0
O
OV
F-
cnz
WLu
>
J
~
�
�
Z
0
a
0
ZZ
Lu
z
W
OJ
V
0
p
0
cn
cl)WZZ
ma0a
m�Z
aoQ
U
3:
U
Z
N
W
Z
tO
T
0
H
Lu
cn
c
}
m
0
}
z
<
0
w
w
U
0
U
U
co
cn
w
0
o
N
Er
0
0
>->
a
Lu
z
0
0
0
}
�
o
Z
m
0
2
U
�
~
w
w
o
H
O
O
m
d
Q
FIGORE
SCALE H:1 "=50'; V:1 "=25'

I I
I II
8 1 7 1 6 I 5 1
4
3
f (�(��/���/�j��%� ��� �- ~�� = /i' /j/j ///�l j l llj /j%�ii�i 11 I I I I�l//�% /i�� III/\�� ` \ IIII �� II I �l;\�����-% i 1 _ / i//��ii�'/ '� i - NI \ \ / // \
I Ill,il(t(�(I/I�11( I I II \\�`///j//�///// /�/�/ //� III / �i//Jl� \\\ ///I (IIII^\\\�_'� 1 /( /i/ ////
/ / // I( Ill ///� / / /� ^( U (( (� // / I \1 \ \\ / / // /\ 1 I \ \
/ /)///I(( bull' I I I �\\--- \\_�//% //////� // ////// // I I f l / / �i)J�1\\\\\\ \1\ ////,/ /.I III \ ���/ / ,- / �,,L, l 1( /( /i I \ \ ��\ I I // \ \ 1 No ' I
_J/I l �` �� �_�/ ///�/Ill/ ///I/f I/ IIII /1►IIIIIIII(/(//,///////i/�I\\\\\\\_,/ �flllll��\'�% �' i // -� � \\\\11\11111 // I I Il \�\\\ 1\\� (/ //�// \� \ \ \ 1 '�-'" \II
JfJ/I Il \�. �/ \\ //� ///�� l�l / I I�I ( /1/lilllll /),II�I(f (/ii/ (\�\\\\\\\ //"/ \ / / ���\ I / / \\\ �,\�\11 I \ \\ 1 I I I I ( r / \ \ \ \ \ 1 / I \\
II --- ; //l ���/////�/ IIIII 11 III I11 ( ) I ( \\\ \\\� _ ,/ l /
/ I /// /// / // //I II \ / _ / / / - \
H _�l� �_ /i/�, (III Ifll IIII \\\\� �i//�// ,//1) (�/llll(I(��\� \�\���/ / �\� \ _� / ��. �. �;\\\\\ �/ \\ 1 ► I I�/ I (� / / \\\ \ \ \
-� I
// �I \�__//� IIIII 1 \\ \\- - %i/� // / IIIII \ \\ \/�- /� / / ! 2ko �yo Z�� ?���� ��\\\\\ / I \ \ 1 / / ( \\ \ IS ` \ \
\ \ \\---=--_/iii /�iii)Ill ll ll1\\ ,\,\ / :� _ / \ --- /// _\\��\\\ \ \ \ \ \ \./ / / I \, 1 1 \ \\
��, ���_^ �__/ ��-!/ /�,1� \ \ --- i / /// // IIII \ \ r� /� / I /i iiL2 �// \ \\ \�, \\ �.�/ \\ \ / Off \ ` \ \
j \ ��/ �� Ill\ \ \\� _ - /i i // J I \\ � -- / / \ :� /�/�_�\ \\ \ \ I o \
_ �__� ; \��i// 1�\\\ \�� --_% �/ /i _, / I --; / / /-_ / / ����2so �i/ _ \\ \PZ5-18S \\ / \ I \
-� _= =rL- �\ / 11\\\\\\�__ //i /i�i/, �� �__ i� - / l� ///ice- _//// \\\� _-- \\�\ �`--�/ ( l \\\ \ 1 \
r \\� - / - =� / / / // // /ice ii / / / \ \ \ � � /---
l \ - /� \ \\ \ r- \ 1
\\\\ _ - i �// / \
��" // / / / //i / \ \ 1 �� 1 \
\�\ __ =�\\ \ -- -/ / // _ �f / / ///iii/iii � ' // � 1 1 \ o / I \
_� /�� � =-r=1�=�� � �=_ �-- �%�� - -J/ // ,���//��� � /�_°;� �� \\ 1 I , \ �`\\\\ l�l/ tit / �__�\ \\ \I I I 1 \\ \
,\ / �,/%/� ,___ // �( �\ - /S / �,,/�� �/ Zs ,,__ \ 1 / I IIII , \ $ //// / - ` I I I ( I I I I
- _
\ / / �� \\\ - / / 1 I� I / l / I / / \ I I 1 / I J
//// / // \ ti I I / / I I
- �// / I I \ \ // / //// �o/ / \ \ \ I \ \ / / /
\ / / \ - \ =�i / //'iii / 1 1 \PZ5-17S , I / \ 1 \ I / /
-_-=� / \ / - /ii// / /i/ IIII //- l \ I I \ \ \ 1 \-- / /
- / - _ , / /'` ' � IIII / ,,/� \ \ I / / / / I \
�,,-_� / l -- / / I \ /( / // -/ /i/ / \\\\I 1 I , I I / \ \ II / . , \ \\ \ \ \ \ / / ,`
\-� // / / , / J ;�I I `� +� ///iii //iii/ ///,- J-� \ 111 I �Q I I I I l \\ \ I �1c h,� \ \ \\\\\ \ \ \ \ 1 I \---// �/ / / // // / 1
/�� J/ -� \-- _ ,/ / / \\ /i/ //i / �� _ I III ( \ \ \ \ \ \ 1 1 / / /
/ /� _ / /.�i,/;��� \\\\I II(( 1,/,�/ //ice ,; \ 11 I I I ICI I I I , \ \ \\ MW-13S \ \ \ \ \ \ \ ( / I\ / /� / // \
/ ,r \ / \ / ���\\\ k ,IIII I'//// //// /%ii/ , \ \ I ICI I I \ \ \\ \ \ \ \ \ \ 1 �r / /� / / \
/ / / \ / // ♦ \III I IIIII 1 1 1 I 1 \ \ \ \ \\ \ \\ \\ \ \ 11 1 1 \\ l �/ // / // ��
/ \ / / l/ \\IIIII I I / / / / /
jj ����� Ill /l // III III 1 \ \ l / / \
r - � E� \ �/ /�/---_ x\ \11i���lllllll IIII (I III I I I 1 ` V'o \ \ � \ \ \ \ / ° / / / / / \
/�' ARE /� /�-----�PzS-15s \I IIII X PZ5-16D IIIII I 1 2� \ I I \ I I 1 \ \ \ ry / 1 J( / /
�/ /�/ --_ �\ \� 11 I I \\ / 1 (IIII III I � I , \ I I I \ I I 1 1 ) \ / j / /
G 1 /�i /�/� ,��; _--,\\\\ 1\\\ \fir \\I� \\� �� (I I I I I j 1/ I i j 1 I I j ( 1 / /
/ BROWN �// /�i i- it / //0/�� __ _�\\\\� \`fib\ \ \ I I
I I (� - \ \\ \ \\ \ \ ) I I I / I I I I / / / / ( �\ / Lam\ \
1 /�// �'�)11(I/�ii� \ \ \\ \ \ \ I I I / 1 /' j I \
�/ // _ ,� \ \ \ I / / / / \
I I / %/ // ,\I,II(II /(%/� - \\� \����= -�\\ \\ tip° / / / / ,/ / / / / �1 // 1
I \ / /�/ / / _ ' '
__1 \ , /,� / i , ice/ - \ \\ \ \ I�r \_ _ -- - / /
\ //ice �� �� \ \ \ \ / - / / I ( )
1\ \ \ 28 / / / / / / / � \ / \�
\ // /" . / ��/ PZ5-14S \ 3+0 \\\\\\\\ \ \ �- �- y / / // // I / / � ( �/
1 \ /-IIII ///� /�/%/�/��// j/��-��\\ \\,� I -�1 -30 / // / _ / -�a_Q� \ \ ��r- \
\ /,,/-� / �j // /%// // // \ \ \\ \ \ L-- / / / / � \ �� \ \ \.
\ /iii IIII III ll! �t // // // / /-_ \ / $ \
\ I /%%'i%/ -� IIII III I ffl(''\(I 111 �Ilj/(f ��-V \\ 1 , -11 / PZ5-2, I� 25D �l $B 2s _ \ �j )) j \ / Vi _o\ �� \�1� \\�^\
1 I /ir/i�i��\ III ( 1111 1 III\ �. , �`� 1N �\."'\�
// ///// J \\��� I Illll\\\\ \PZ5-14D 1 \ I I I I �I /�\ \ 111 11111 MW-15D I 1-_$ `300 N \ ( / / I �'2� \ 1 \ \
D/� , \\� o\ 111\\ \ \\\\\�\\\�\ \\''\fall \ I �/IIIII IIII I - -- 'I c 7 , __ /� EXISTING �r.-; ,, \\ �,
I / ////////////� \\ \ \\ 11 \ \` \"' / I I I , \ �/ )) BASIN 3 1 \
I / � /i-\ �\ 111 \\\\\ \ \\ \ \ \\ \_/ I / / I \ �o � / I \ \ � \\ _
I 5 ��iiiiii�/� /- \ �\ \,\\ ,11�11 1 , 111\\\\�_�// Ill- \ \� \ ` \ ,� �Nso�' 11 �� \
I rv/ice- \\ 1 \\ 1 \ I / �� \ l \
1 �,,,/////�i,%�=-`� 111 \ 1, m1 \ 1 \ \ \ \ \ \ �(C�/ 1 - _ 1
I / , // / _� I \ 1\\ 0 1 11\ \\\\ \\ \\ / , 3 -� I `/ PHASE 3 $B s o _JGl \ �- /
//// PZ5-21S;\\\\11 II \1 1 \�\\ \ --� - 'o i %
j _ _ I /��-w/�%/i/i/ - _ \ \\ 11 II j I IIII\11\,11;\\\\\�\ \\\- _ - W �� ) / \
i/�� I 1 / /
I i / i'/i/ �//ii /�/, / /, \\ \_ \i IIIII\ \11\\\\ � \\\� ,/ $ - `1 ' / -\�� J I 1 /�1 I U \ �, -
I /i- /ii/,�ii�//�%i��.//,!//i \\��.. �1 \ \,�� / \ I T3 ( i _ I\�� - \ I �-,\I l \ ( / / �Z,,
1 (J ///////// //// /PZ5-13D / `\\ \ \ \\\ \\\� / PZ5-26D // o I - I \ \ (1 / / // /
I //// / // (�\ \
---- \ ( � //( ,(� / ///�//� , , \\ \\ \\\\\ \ \ \ \\ \ ?�� 20 $ ��\\\ \\ \ I � �/ 1, r I \ / , \ I / / /i // /
J (/ I(I // // / /// /.„ , ( \ \ \ \ \ \ \ / 1
1 11 I / / / / l( \\ \\\\\\ \ \\\\ \W- \ \. � I =/ I ( 1 II /) I 1 - /// ---
/ /�i 1 ( \�1�11 1 �1 I ((( (( \\\ \ \ \ \\) )11 111\ 1\ \ \\ `�' f \ \ ov� ) /�' I I 1 ) 1 1 / / / --
/ / / i \ \\ \ 111 \ \ \ \ ;) z r \ \ \, \ _ L ��/� / 1 I I 1 I I'\I 1 \ 1 // `/ _
/ \\\\\ \ \ \\ \ I\l \\\ \\ \ \\\\`� I \ \ \ \ ( \ / I I I \ \ / I I I / / / /_
/ / �/� /�_\\ \ \ \\ \ \�� �\ \,� \ \\ \ \ ` \ =� �,ffi- I ,�� 1 In - ;/ %/ I l I / ) I l 111 �\ v ,� !\ l / I I / /
i/ice- \ \\ \\ \ �� ))1 \\ \- BMW-16S / 1 0 \ _ _
/i, '•i = \ \\\\\\� )> // / \ � o \ \ _ - � �/ ) J c� 1 I 1 / ( �,�I,j IIII \ � / / � I I f`�"" /_
/ //'/ �' \\\\�ll'I%/%///1��� l(\ \\' \ 111 /�\ ���� - J . ��/ \\ \ \ rolllll - �� \-N ,� �/ I ry /1/� `� f Iv f /� ,---\
/ /i / /// - \ \\ \ // \ \ / i � Bs / - / ( ( I II^
/ / ( I / ( \ �� _--� ( 1
////.i��, \ \1 �\ \\\ /% Ti/�j �/ I l l fir. \ �/ �
/� / \\\\ \ ' ► ((I (/(( �\ I , / //� 7 (� �� -�- \ ,�_� _ ,,��/ - - r l I (\ \\ `\ \ �Ir� `'� Iliil' /� J $ /' / i i / �/
�'�� i� / �/\ \\ \\IIII\I\1\\(1(\\ \�_- \�\\\\ \ \\� �j/�//��lj/f �''I� \�� �\ �I I / / I l / l 1 l \ \ \ \- / I �, < / / /^ / / -�\
/ / \ / /�� i \ \� \\\\\\\`� ?9° ))//)III \ �/� / �� / � \ l) II �. %- ( I I I \ \ \ \ \ �-�:- IIIII 1\� �/ / / / � ,\ / \
/ �_ ,�// / / /ii i %/� \ \ \\ 1\\\\\\ -��� , / / I I \ _ /i,/ llll�,1 f , \, 1 / a ` ? / - I / l \ \ \ \ I IIII / / \ ` ( / / / /�-�\� / /�--\
/ ice//�/ //^ \ \\ / % l rJ I I ( ( \ \ \ \ \� II I �1 ( / I / / / / i ice\\\ / / \
/ /� // / /�///�, /// \\\�\N� �� 1\\�1>>> ////i/% I =% / / �) ( I I / �,, \ \ \ \ o \----_ --- I III / / / / \
/ / //�///�i/ice IIII// ////ill �\ \,� Ntl,N�a,2\ // // ////�i� I \� j/,/Ili I 11 ��� s' l ( \ \ \ \ \.. - II 1I / i / / / i yo //// \\� / /
,// / i� i�/ /�� �// /ii // /i/ / ' \\\,%\\ o\\6 oo\ \\\' //%/��/ /// / I 1 \ \-IIII, l) ��� `i 5 I / \ \ \ -_ _ \ I o
i�/ (f (, //i�i �i/ /j/ \\ \\\ \ \ (( �/( / ( \_/,i/i ,; lI(ll it }\) t ` C I �r o / J c \ \ \ \ ���_- --= ___\\\ I fl IIII �r/ / ��\\ / / i' �2 ////�� \ \ / / / \
\ i/� JIIr(( /� i/ /ii / �/ �///_3�0\�\ \�\ \ 1(I 11\\ (/ / l \I- _ �/� 1� ( - � AIL :� ��-_�� ( J \ \ - \ 11I \� I f ( / ( / ///
\ / / )I 1 ,i /// /j /_ \ ,\\.\�\ a�.\\ 1�\\ \ I �/ I ,.! ,�, I �� \ \ \--- __ -_--� \ \ IIII // \\� ��-mil \ /
\ \ \ �--- %'/ \ �� � �� $ \ \ -_ _: J -- ,\ \ \_ III �/ \\\\ / / //i 1 l /
I \-,i�� �_=��// /� ////i�/�/_�� PZ5\ ` 2D 1 \� \ �����-- �(� 1 \\ / \ )1 ��)II ��\�) ��•--; - / fl \\ \ \ �___ _\\ \ IIII , / / / / \ \\��\\ \/ /��/�/�/-\1 I I\-i / \
r^ii/ /////�j ///�/�//// IIII// \\\\ �� \. \-- / ( \ ' �� \ I `' `/, \ \ \--_- __=- \\, 1-1- I �/ / �\ /, �i /
\ 1 1 ����� �'��/�, �'/iii/ /i/�ii�/�'/ %� \ 1'I \'0\v� \ �/' 1-" i ( \ \. \\\i ( _ ", I / __ % ._-___ \ \ \l \\\ III ((' \\� \\�\� - - //�/ /� \ 1 \ / / \
o/'/ // / // / \ \ \ _--- I I - - _ _ \ III / 2 ) �/ / \
\\ �\ \�\ \ �� �(�\` \ 1 \ �� �� - _ - _ \\\\\\\\\\\\ Ill\ r 1 IIII / \\ '�l / ' \ \ /
l // / /// //////i// �/ \\ �_�� ����\\III //( \ \\\\ ____�;; :_ -:� _ \ \ \\\ \ II I \
/ i /i / // .\ \\ \ \ PZ5-1 1 D I \ \ \ \ \ - -_ - ; _-_ \\ \\ I \ o III I ( I I , , �/ , -\
\ � \\\\\ \ 1 I1 Illf \ / I / / 1
///j�i�/�/i /�� /�/i�i' PZ5-1oD-R \ \ �\ \ \ ___ -Tp B 13 I / I _ ����- - ��'�\\\\\\\\\\ \\\I\`\\ IIII, I --�\ I I �l 1 I I / 1 I
l �ll ll,, �/ // //��, /i/ // ii" \\\� ll)11`Illlll'l l \\\ \ \\ _��� �:' �_ _%�_%- _ _', ��11 \\\\\\ \\\\ \\ lI I ( I 1 I \ I
I I IlI / �i�i/��//�i I \\ \ \ I / (II I \ \\ \\ \ -- \ �\ / / __- �= \ 1 \\ \I '\ I ( I I ��
I I \1 I ( / /� /// �/ IIII/// i/ 1 1 \ \ I l I '1 1 \ �\\ \ \ �,; \ / /�% ;���%%- _ _ - \\\\�� ` \IIII 11I �\ ( I v- II \ I / I I I f I _-- /
\, / / / /� IIII I I f / 1, l ✓ \ \ \ \ _ 1 �1 ((/ _������ _=_ __��\ 1111`IIII ii,�\\1 IIIII 11 1(I I J �_// I ` \ `\\°) \ - \ /
I //) �/ I ���/A��/� X /// l� III II ( \\\\\\ -- \) \I 1 I) ��\I I I` //��/�__ ! %-- \\ Ili ���� �.\\\II\\\\I, \\ Ill I I I l II�� �- \\\ ti / ) // /' ) f //
/l //ii'��. /�// / / /Ill 11� / -\\\\\ I ��---, / I IIIII((/i/i�� __!_-:� __8__ _ =\\\�„ I \ ,�\ \\ (I I III' IIII _ \ / / I \ \ \ / /
\ I I / / //�/ / //, ( / // / / PHASE 5 \\ \ \ \ /\\ \\ I I I u /
' / / PZ5-10D ► , - r ) I ( % - \\ EXISTING \ \\ I / 1 ( l / i -1 / I I
I II,IIIIII(/ \ I I I I , I I / / I/
> �ll�// / ✓i /ii 1 l ///� /i / 1 I �% -- \\\\ /- l �% __ - - - --��\ 1111111 PHASE 2 II \\\\ 1 \I II r -I I IIII I 1 / /// , \ , I
/ \\ \\ /' / / ( 11 111\1( /i��Is-_- _%_ __� 1 \ 111 I
IIII lIli( /,, �/ / 1 (( \`�� i I,1��= - \\\ I - - - / I
l/ I IIII /�/�l �( \\ \ \`: �;=�-/ l J 1�iV _=// �\ \, \\ \\ \\�//� I - \ \ ) I II((/��i�% \\I \\ 11' ��i i it\\ \ 1 I I11 IIIII 1 I /// I �/
ll i /11 I (II / / ( \\ \ \ - 1 `�---/ �\ \ \ \\ ��/ $B-8 / I I / -- 1 1 11 I I I / J \' 01 (� ��
/ /�Illl/l//II I ((((I /( \�_ \ \ \o /%;__ __) --_ \ \ \ \\\ \\�� / I 1 }\ \ 1 c / I Ii'111I11111 (IIIII �i� - _ -_��� 11\\\1\ 1 \ ��� \\\ 11\1�11\1\I; IIII+ II q 11 11 I BASIN 2 I (J / j / I (� N \
/I1 I I 111 l l� \� \ \ // / - I 1 \\ \�/� / ( I I ) \ \ I / 111 \\ \\ll II III( (((/ ��� _- _ \III 11 1 \\\\11 I Il \ 1 I) I IIIII 1 / /
III I I I+� \ \\ \ ` \ \\ \ - - - ..iX ) ) ►� ► I I,\\\\\\ 11 / / I , / ' \ ► I I 11► i \\ ,II I IIII �(( „� _ __ j \\\\\I, ,,,\`\,111111\(,IIII„I11\\\ \\II,I, �I, I f ) ►III , \ ► ,,/ , ��//.--1 �� �' \
/ /// /I(II �\ \��� ��.\, I \_ /// , , ,\\ \ j \\ / I - / \ \\ 111 11 I11 ( I I I I I \ / / / / / / / )
/� / / /// Illllll l `\ \\�\�\�_ \\`�i//� --' PZ5-25S PZ5-24D -' � III III \, . ( /� PHASE 4 ) I 1 III 1\\ \ III\ \�\�I�v\�\\ ��i- _ �(- \ \ \ \1 \I 11 IIII I11 \\ \IIIII I l I\ y 11111,1 \ I / / / / /// ) -_ \�% / /
/ \ \ ::Pz5-9D // - ,- \\_ , , / / 1 \\\� I I l // / \ I I , \\ \\\ \ \� \ l - e-\ \\\` Il\\\\ 11 I I I IIII I 111\\'11 \ \\\III I I I'\\\I l 1 / / / /�/ \ /-\ / l l l
// ?\ �� - / / / / III\ \\ / / B ,2 I 11\\ 1 \\ \ I r \\ \\I )\\ I \\I IIIII ,IIIII\\\ I II I I \ 1 II / / / / / / 1
\/,,,,/,, s�o // / /�_- / l / / \ \ Sao l / l l l /� /// ) I 1 I1111 \ \ \ \ \� l 1 \ 1 \ 111111 11 I Iln \ I,1� I IIII \ ` (/ / / / / / �'1 1 ��� / /
I ,,�����,,, �11,� % / / \ \ \\ , / I // / /� - \ I I I \ \..\,. \�\\\\,\ \ \ \ 1 �, 1 I I I III I I I I \ / l 1
/�, /rf / /�_ ��\ l �l l / l lI 1\I / , /� r / /// / / I I \ \\\\\\ \\\\\ \\ " �r \\\\\\I 1 II \ 1 I\\I 1 \ f III r / / / / �-i
1,/,, �j/%, //�/ (�_ _; - �/ \\ l I l I , . , / / II I �\\\ \\ \ I( \\ \ I \I\\\\ I I \ I III \ f i �/ \ \ ��� ° , / l )
/ I(\ - / \ / / // / MW-18S / //'i / / I ( \ \\\\ \\ \\\\\\ \\ ( \ \ \\\\\\\ 111 111 \1\I II11 1 III Il (I (l �� / / // / ,/ �� �__�IN / / /
/ / / / / / / �, �// \ I I I l / / / I 1 / // / / I I �\ �\\\� \\ \\\ \ \\\ \ \� I 1 \\\\ II' I I I .IIII \ I \ \ \ �� I
//l / l (//i�/, �/ /� 1 �,o ,,/// PZ5-8D \ (I I I / // l / � _' 1 / /i // / / I \\ l \\ \\\\ \\\\\\\\ \\ \\ \\ l \ \ 1\\1\\\ II I\1 1\\ \\II 1 I \ II n I I (� / / / / �/ /- < V
ll�l��I Il� / /i / / ( I \ - - --- �) - I I I 1' / / / - / /i/ / / \ \\ \\ \ \\ \ �) _ 1\�1 1 1\IIII\ 1\\1 II II I I ll \ �___ / / /�-�I \ \ (� I /
/ I /i/ / ( , \\ ,� / - I - I I ,- I /// / / ---/ / /�/ / / III \\\\\\\ \\\\\\\ \\ \\ \ \ \\�\� �\ \1\I 1 \\\1\\ 1 11 1 I��+ III \ �I 1 / / / / > \ �1 / /
/ 11 II / // /( I - / \\ 11\ 1 II \ \ 11 I II \1 // 1 I I I \ \� I I / /
l I (� l ` i/- = )�,I I..I I 1 / //// / ) \\\ \ \\ \\ \ III \
I /Ill I II II( ((/ I I (\\\ ,- -% // //���_- / I I e I /// /(/�� 1/ / / / I \\\\ \\ \\ \\ \ \ /
(IIIII II \\\ \ 1 \ \ _ - _ / / // --� �I \ 1 I I I I I I / // / / _ -- 6 /� / / / I \\ \ \ \ \\ \\ \ \\ \\\\�\\\ \\ \\1( ( III 1 I 1\\ \ \\\ I \ 1111,\II II I I 1 I I\ I \ %%/%/ / / \) I I I I� / \ \ I I / /
/ '1 \\\11\ I \ \\ 111 I \ I \\\ / / / �\ r \ n \ / / 1
/I II I I \ \\ \ \ - _-- / - /� / / / I \��\ ��\\ �, i 11\�\\\\\\\\\III ( \\IIIII IIIII\I\ \\\\ \\\ \\\\ \\ II III \, II II .� I\IIII\� /// //i /', /� I /�/ I t, \ ) I I I ' /
,11 I I 1 \ ,\ \\ / I 1 I I II /, -�i-/ i / / / 11 \I III \\\, \I I \ \ \\ I \1 III \ \ I \\\ // / //\ c /
II I \ I \ \ \ PZ5-8S / \ • I I I I, / - �� �/ / „ .. ,. 1 I 1\\ I\ 1 \ 11 I \ 1 I I \ \ < -� ^J / )/ / \ I I I 1 ti ( /
III\ \ \\ -� 1( /� II \11I I / // ..�, IIII I \1 \III \ I \ II III \\\ / \/0 1 / ;�
I I I II \ \\ \\\ \ ?90 , - / 11 I l I I w 1 \ I I 1 \_ / / / / / i>� - / III \\\ ,) �.,� . I \ \ 1\ III III\\\ \ \\\\ \\ IIIII I \ 111\\c / ` I /
I' IIII 111111\\ \\\\\\\\�_ _ / /II ll a I I \ 1\�`,\ X / 1 1 \� \ \ 1 1111\\_//,3? 1 -� / I / / // ) I \ I//////II IIIII/ ��� I �1111 I (\ I I'I 11 \\ \ II IIIII \\\\III �I \\\\, If \ ///�i / �r�_ \\ �� l / ( \ l l l /
I I I II\\\\\\\�?�`-_ :Pz5-6D / / 11(11�1 \ \ \�-PZ5-7s \\\ \\�-/���� / I�� } // / / / II 11 I 1 /ll��I,�II 1111)r o \\I ,I III��111111\\\111111111111\\\\\1111''1 \� ��11\I \ /// / / �-��\\ I lI \ \ \ ( � f //l�// ,
111 III \ \\\ \ ����� / l I III \ \ � � \\\\\� /// �� /i , //� \, // / / // I ) /, )I//)/IIII/ l IIII i I III/ 1 \ 1 ; 111 III II \\\\ \\I\ I I I I\\1 \IIII/ / / / \\\� \ / / \ ��\1\ \ l / / / t I
I I IIIII II \ \ \ \�� h� / I / / I I \ \ \ \ / \ \\__/ /. Iv ( ! l / I �ll/l l/l f/l l / IIII �ll . / I I I I1111111 \ \I�1 \ I \\I // /� \\ \� \ I
\ I I \ \ \ / \ \ \ _/;,0 ' 1 �_ / (� l ice' B-7 $ // / / // / J / I/ / ///// /III 1,,,� \I IIIII I 1 III II \\\\ \\\\ ` \11 r/ / �\ 1 \ \ ) I I (� ( 1
j 1 IIIII \\\ \ \ \- --/ / l I I I I I I 11 \\�� ----- \ \ \ _-� MW-19S f �lll� �� // l j 1 Il�llll� ll1 /l,ll l/� /1 /� Ill /ull /// / 11\ )11 / 1 II IIII l II111I II\\ \Ill \\\, \ \ 1 \ I \1\\\111 //� / / �� \\� \� \ I \ \� \ \✓/ / I `) l l
I \ \ -- I I I l ,\ _ \ - S l I I III / ////l 111 /ll // / l/ \ 1 J I I I I I I I11\ ` \, ` \\ \ \ / / Z, \ I
-, I / /III `\\ \\\ \ \ PZ5-6S ( III \ \ ` \\ \_- __= 1 - \ X` -%--- ,�r, \\ \-; ll / f' lI lI l /�/��j/l /l /l IIII/ 11 l) I (. III 1I 11I I 1 1/111111 \ \ \,1 �/I` 111\\ i / IIII \ \� \ \ 1 \ l\ \ / / �/ 1 /
/ I \ \\\\ \ \ I 1 \ \ 1 \ \ \ \ ----- \ /�` -- ��/ I\ l l /� IIII/ 11111 / // /ll l IIII l ( 1 I ` _ l l I II IIIII I I I I IIIII 1� ` \ \\ "\ I \I`\1 / / �O 11 l \ 1 \ ( \ I
g �� / / / 11\\\\\\\ `", � ( \\ \\ \ \ \\�\--_____- -� , \ , _ s ' a \ l / / Y /l� /l///lllll�/////ll�lll IIII//I l I'I \`'�` /� lull/ I1 I II 111111 I\ \ / v //I�\ \ 1 \ \I / /� I I i
4w, ! / I\\ I\ \� \ - I \`.\\ \\\ \ \\ �� _ I PZ5-Mw23D / -- �I \( l / I /I / 11 1 I I \\��J -, ////// // / I I III11� , �.. I \ /, \\� I \, � / ) I
I 1 \ \\ \ -- 1( \ \ \ - / //---ti$J� , l l l / / l I IIIII IIIIIIII /ll ( I l/l I/ / I I 1 '\ / / (III I1, 1 ���I IIII\ / l �\ ) l,__r�
\ \\ / \ \\ \ / I (\ / /L / ( (II // / ) /� Ill / IIII 1 )// 1 I►II I / / \ 11 \ I- I I
1 \ \ \ \ \ _PZ5-5D / I I // ��� / / /� 1 II 11111(/lull llI l 1 \� ��\���'_/ �. //II Ilf IIII (((I( I I II \\ 1111 / �� , l 1 / ( 1 11 I
1 I 1 \ \\ \\ /// 1 �`�\_�^�\\\\\ / / I 1 (�// \ ) ��/i/ /// ( I) II(((I(11IIIIll�111�////////j//lull/ \ 1 �'_�.// J l //Ill////�//// IIII/////j 1),'1' i ))IIII �/ EXISTING 1 // / 11���= \ l ( -
\ / /� I / / ��//) l I l /// / ) Ill/ / I o1 \ / I
/ / 1 \ \ \ // I �, 1 / // / //) / / �� // // / / l 1 I IIII /III Ill( II// )I�///// //// ////) \ / / l/fi�%///�/��l / / /I , /IIII/ /// IIII// // //jl 1 I(�`I 11 y / BASIN I J � / / I ) �� \ \ J/
( l � 1 / //�l / I / / / // / /� / -_l IIII / �, B-5/ /� / / /(((Illll ll l/(IIII IIII/ ) ��JJ/// / l / l l///�I/lll�l /// l I III i / / / \/ / / I I I f //
N % I I / / -- / / / / // / /l11 / $ / /' / �.11 / IIIIIII�// / /////� l /_ /! r// /(/ J)1( ///� // IIII // / /1 IIII o \ / / J \ /
I \\ \ 1 / / j/ CJ `- _� PZ5-20D PZ5-5S / //// /j// / // /i'- ✓ /G, _ l / 1 ,� l /) o , / l�/ / l J \ / / /� /) /�// j� //// // /� f N I \�� i A ,�v� \� / / / / / /� \ ) 1\�
N _ / o-,�(//j / I l / ( III 111 l� / / // IIII / 11 /( < / / /� //� / / , / l / �� I \
_ / J / IIII /// /�/, // / I //// i o40 ) // l
/ / / / �/ �/. /// l / l y l l / / ll , ///�i , l//�j//�/� l ) / )��,/1 /� /1 ///�///�j/�/ ,� / /r� /, // // / / / / \ �� / /1 ? I \ �.
\ \ v\\ _-__ l l ( I 1 / ( ( ( ( /I l / / / ///�i // PZ5-4D / u f / l /i ///� /// // / 't' \ / / / / / // IIII /// ��` \ �, / / �� 1 soh \
\\\ \ I i l I 1 / / // / // / // /// ///( B-3_/) � 1) l /�� ��riii //j///�Jll(1 //� \�`� / l) /// / / /'' / '� \ \ ��� ) / / /� \ -- / \
\ \ \�__ l I I I I I / I / / / / %X IIII , /l / / l / / " /�/// 1 / l l / /,IIII///r//I'll ///�/��/11 ,� �4b / � , ( / ,2�0:_) \, O I \
\ \ - PZ5-20S // //I / / / / - 3 ( \ l / ti/ :// / /// // l( �% \�� / _ r
\ \ \\-� 1 �/i // / / / / I I I / //I(/ ///i,o 1(���J / l / / /h �� /' IIII /1 / j/
/ //� �� /ii �� �> > I // J///// l IIII// IIII/// /i////// �/ / /Jl( \ \ `� \ \ / 1 ) /iii �� �l / 1 \ /)l ',
c \ _ i/, / / // // / /// / \ I I I l l 1 ( C -i-,// / / / /�_ / // / , // )_ \ ( ���� l/�i/i� ////Ill / 7 J( // \\ \ \ / , // / �I - /l \
1 ) />,,/ /, i, // / / / ( 1 I \ 1 \l\ �// Mw-2os- /////�% a 50%, �i/ �� - -%-_/ / //�/%�%%IIII //l ///�//�///�l' / // /
/ /i/ IIII / / l PZ5-3S \ \ 1 I \ \ --- // � / \,\ // / // � %, /� f� /i // i� �\� / //�j� / //IIII 111 /Ill/l /l�//// /// / � \\ \ / ( // ' �\
\ \ /�//// /i �/ iii// ii/-- \ i//////,�///// l lll//l//// /// // // l �� I \ \ \ \ /�i%/ / l (I / I/// �/ \ /J I ( \\
I / / ////////// / /) 1 ��%� /// T�`? / / /// / / IIII / /� \�/ (/ \ 1 / f \- \
/ / / �\ \ \ \ \ \ \ \ s, - �/ / \ / /// / ii ��� /i / / \ -\ 1 l / // / //////// / y / \ / / / I /
I / / / / / / /// / / / ( \ \ \\\ \ \ \ // / �> $B-, �/ / �, �/ /�/ i/ // �/ //%�� / / �j/�i //�//// / IIII/// / y/ F/ / / l \ \ \ /%/O / l r / i / \
/ /i // / //� // / / l \ \ \ \ /i / / 11 / l / ) \\
_____1� / 1 I l l l 1 I l l I I I I ( / \`/i\\\�\ \ \\` \-\\ / /// / /i �, T,j/ �/ /� /// IIII / / / ///i//� ���=�� It / ii///� //i/iii�i/ //'///�//// / /// / l f / � / / > \ /i l 1 I/ (�/) �. \ / \
N - ( 1 \\ \ - / / // / 1 -�/ /' %'���� / /� // i�,-- 111 l � �/�////�/// //////// / / / / / / r\\ \ \ // � / l I ) , /` / � IlL \ 1 \\
/) I IIII I I ( \ I I 1 1 / r\\ \\`g,\\\\",< /j�// i� / =1r' ,\��-i%�/ii/� /��� �'/ // / / //i \l)��)1///////�////////////i/j/%/,/////�// (/ //1 �i / \ \ \ /��// / / l l/1��/ /'-'l,f �->� \ I )
/ // -// // / / // / / �. / /// IIII/// /// / �/ i L a \ _i/// / / / / 15� ? \
\ / \ 11 \ I ` \ \ \ \\ - / / /��� ��(' /i / IIII // / / / D / / / ��-
�\ 1 \ \\\\\\ //-�\ \\ \ �- // / Pz5-1D� >� //� /���Qiiiiil� fl�ii/// /� �i/� �� III l //�l//// /////i��� ////�/��// / / \ _ _ - �=/i / /�� ` / > /�� L \
.\ \�\ / ` \ \\�\�\\ \ \ \\\\ \\-��� `� \\ �\\\\-_- //�' / / ,/ /-- //s' ,'//i%/;i��)//�ia//i//i�// �1I I IIII / /� //�//�//�// ///////////�/�/ / _ \ / / / l� 1 j J \ > '
/ , ---- /� F !/�����/ �'� r�/�/ii /i //i/� /ii 2°/-_(\/ & f l( l / /ii/ /IIII / / �\,� �/ / �// i J� (�> \� \ //
\ \ 1 \ // / /� / l l l ll I / /�� /// / / / / / / I `i t ,�
\\ \ \�\ \ \ - ///// / /j� / lL I l/ /Il ( ll/ /// / / // I / \ \ r�
/ / / ( //////� / / // / / ( \ \./�-_ter- / / / �\ 1 \ / rr�/��)v �� '�I ( % \\ \�///
I \ \ \ \ \ \\\\ / // _
�/ / 111 \ \\ \_ ////� / / / ///�/ S� � I % ��////����J�i� /// (( l l 11IIII / �// / / /////�// / � i� - < �__ \\ (`( �v /
1 \ \ \ \ \ \ \�� \\ \\ �` / /, 1 \_�- PZ5-2S //// // �� Ill / //- _ \ i ��/ / / // / /
\ \ _ /r I f� / /i /// // / / / / 1 / /// / IIII / l/ /
=�\ \\ '/� l II i�///� / �// , \ I / / // /i/i� �L� // II Ill /IIII / /f l� �i/ / �1 )� \ \ \ ,\ \\ \ ` �_ \ \ \ ,
\ \\\ \ \ \-/ / / /i / �/i / / // I I II/ / ////, // / I / / / \ 1 \\ \ 1 \
-� \ \` \ \ ��\\\<=_-� 1\ \ / 1 I \ \ ///IIII //,/ IIII // / --- ,((((/ /// // iii/,�Xi/ / / \� / // l / / J 1////�/// /� // ��.1 1 l 1 j' ) \ \
\ \ 1 \ \ / / - 1) I / � / IIII /ice/ / /J J 1 / l llI 11 11 11 l // / / // I r \�\ �\ \ \
\\\\y\ \ \� \ \ � ) I \ - \ IIII// / j/ /III I / I /` \ (( (/// /%i// // /^� / l l l / l // ) /� I \ \ \ 1 )
\\\\\ \� - \ \ 1/ I I l - ////,/„/// ////,//,�- I( \ )) �// / / / \ / %// / I/// //r� /// / / 1 I I \ \� \ \
\ \ -- / 1 \ l 1 ��-- // // // / o / - / II \. / \\\\\� /1 I( l/ /(�l (�/\ ( (// ( /// / // I// / /// (// /// /j �j// / ( 1 - I \ I) \ I I I \ /
\ \\\ \ \ \ \ \ I11 \ \ I /r/ / / ,,/ / /r. �y,/// /// - J \ k\ MW-8S \ �\\\\ \ c, \\(( \I \ \ \\\ \ \\ \\` \\ r (J) f IIII llil�i/l l/ri/i/i/�/�,,li /i // �i'/ /i l �/ a 1 I 1 �� 1 1 /) / \ \\> > \
\ \�\\\- \ \``\\�\\_ �(���) IIII //!//////�� IIII /i, /_ i/' \\\\.\�`\\\\\\\\\\\�\\\\��\\\�\\\\\\\ �\ /� I 1J//�lll/%/////�ll�lll//// I'll // //I/// \ \ \ I l /l \�I �i/ / 1 \ \ /l \
\ \\\ \ \_ I I \ \ \ \\ �� / /// /// IIII/// / / / / \\l \ \ \\ \ \ 0 / I1 IIII / / ///j/l l ( / ,�l l ) l �� \ / \ /�
\\\� \\\�,_ \\��- \\\__- IIII iii IIII /1�i / / :\� \ \ \\ \\\��\ \\\ �\ \\ \\�\ \�\ \ �� \ (Ill IIII l�/////////l/IIIIII(l l�///// /l 1 l (\ /�i/ `/'// �/ //( I //
\\ _ \\ �� I \ \ -., _ //////� �� // //_��/ / �� �\ \ ��\\\\\\\\�\ \�\ \�\\\�\ \ )/, /// l X//�///l//�iJ f(l�ll/// IIII / l ,�///� EXIST/NG 1� I 1 I I \ / /� -�
\\`��� - , \\ \ \ &0, l /j/� / /i, / f� / / \ \ \\\ \\\\\ \ \\\\ \ \\ \ \ \\ \ \ \, _1 / )/ ll / �//1 I X /� / l CEMETERY i I I I I /i �\ /
-- \\� \ \ \\\\\ I \\\ -� -` I I III/ ///% ///�/ / /i�/ �/ //�/ IIII 2 \\ � \ \ \�\\\\\\\\ \� \ \\ \\\\\ \\\ \\ \ \ - / // lIl l//// /l/IIII / )JI ((((( /IIII/( / /t r / I I \ / ,_) 44 `✓/ 1 //
\ \\ \\_ \ \\ \ \ �\\ 1 ti /�/ �� (( (�-_��/,/�/ / /PZ5-19S / / ��, ( \\ \\ \\\� \\\\ \ \\�\ / l // / //% J J (l/ �l IIII / / �� I 1 ) I I 1 I ( �� �� `- �� `� �/' /� \�
�\\\\\\�\�\\\�\\ \�� \�_=�\\\l I IIII IIII((/l (((I`j.l \ - / /////�/// / `�J.\ \\���\\\\\\\\\\\ N\ \\\\ \\\\ \ \-/ /�// /lll(l////// /i/ 1(( I / /// / / - / J I 1 ` / /jam_- \
\ \ �\ \ 11 I I II / I I/ (I 1\\.��_ -- // /// / // / / / / / / / `_ �\\ \\\ \ \ \\\ \\\\\ \\ \ \ l \ \ / // % / / // //// //I / // /IIII ))1 \ j \ / ) \ /
\ �\ \ \�\\ \ \� � �� \�� \\\ 1111 I\I \ \\ \\\moo_ -- %//�//,// 1 (1 l / / ---- \\\\ \� \�\��\\�\�'\\ \\\\ ���-\\\\ )\\\�� //,�/ ���//�i%� �/ ///I ll// ll /llllll ///��J (��� /IIII l/,/ /'/� j I I \ \ J ��l ltl%/ �, %_ ���%i' U/^ �/ I )�
\\\ \\ , \ �_-_ \\\\ I l \1 \.\ -- _ / / / \�\ \ \\ \ \\\\\ \ \\ \ \ \ \\` / , / / / )/// / /// /�` ( // / / ( \ III �� _� I
B \\ \\\ \\\\\ -�\ \ = J _-r _ ��\\\\�\\\ \\� \\, __, / /i I l ( ` �\ \ \ �\ \\ \ \\ \\ \ \\ \ //�j// /// /l l�ll/ // I �/� / I ( /�JL(l(� / �._�,oii
o \ \ \� \ `c` \ _ - �1� \� \ \\\\\\'�`b \--- ��i/ �i� l I I I----- ♦ \ \\\ \ \\\�\\\�\\ \\l )\\� \ \�\\\\�/ EX/STING ll ////� /�/'//l �// IIII/ // �,// / �/ /--� r \ I ( (\ \ \ i�7/Jl I(>L ! I �% /�//' �! l / \
>\ \�� \\ \ \_--�� _ -.-, j - \\\\\\.\\ \�� - - �/i / I 1 \ 1 I I ( \ \ \ \\ \ \\\\\\ \ \\\ \ N\ _\. PHASE 1 ,/// /// ////�/ /�//l / / // / I/ \ \ // > �I 7 / �� / y / J/ L
---- 1 - ��� �_ --- \ \\\ \\--_ _-�, l \ \ I 1 ' t \\ \\ \ \ \�\�\\ \�\\ \\\ \\\�\\ i, , /Ill //// //, ///Ill// //IIII//l//lI /� / / ( / J y \ \ I I) /) l / / �_�/ , // / ( ,� I J/
�, - \ ��-_----_ =-_- //� � `�•o $ \ - , � w� \ \\ ��\ \ \\\ \�\�� ��\\�\\\� / / ' ///// /" ,/// ////IIII //// / \ \ \ 1 1 \ 1O� / //� /�/ I�/ �_
\\ \ \ \ --- - / - �� �\-_�\� 1\-- \� \ \ \ \ \\\\\ \\ �\\� �\ \\��/�/////// !l /1/ /�l /IIII / /// ✓ / / /-� \ 1 \ I \ I \ (\�� )(/ / / \ / oO ((r) /,�/ //����
\ - =�_ - = - �-------- \ g \\\ \\\\\\\\\\ \\\\`Ji/�l 1Ill l l //IIII/ / /I / / ( l 1 / ) ,/l\ / �- I )l ,l'//j / l
���\ \ \\ \- \\ /ii- / /l \\\�\ _ i�� _== - ��\ ) �\ \\\\\��\ �\\\\��\ \\ �`/ I /) 111 IIII/// /IIII \ (()J! /�� / / / \ 1 \ \ 1� S S1> \ /,i , \� / ///(,// I (/�-
\ \\ \ \ ///-_ // \\\\\� �/ \`� \\� \ \ \\\\\\\\\�\\\\ \�////ll�//�lll /�l///// / `'t i / l I I ( I \- I( l 1 �z \ / �/ /,/ q
'\\� \\ \\ \ _ - / ��---�.- _ \ 1\ \ \ \\ \\\ �� / // / , // , / / / \ ) \may / \ / /1 / `` ll/l \
\\��\\\\\\\\`_ / -�// // \\\�� -���- -___= =� --�I\\ ` � \ \ �z�\\\\ \\\\\\\��\\�////// IIII /�//�/// l`I�i//// -\ / / / 1 \ \ \ I \ )f( \\� / 1 j �/� /�/i/// (\� \\\���
° /' �/ 1'� \ \\ i-=-� \\�� \ \ \�\\ \ \�\\ \\ \//�/� /// IIII/ / /// /ii=\ I �� /// / l J ��
REFERENCE \ _ f
�- �� /- --- ,�\ �\ \ \ \ \ \\\\ \ // \\ / I \ \ �1C� I 1 / ( \\ \ \
1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL WAS /// _ �\ �� �� ��� ����\�\\ I EX/STING LEACHATE /'/ //�/ / a(//� / - _%^\\\\ // / / O \\ \ \\ \ l G � \ II\1 - tip\ \\ I I \ \ \ ��- \\\\ \\,
PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING _--__- _-�� //// -� -- j / ��� \ \� \ \\� STORAGE AREA /// // / //� \\\ \ / r \ \ I v \ \\\ ��
- , `� �� ��\�� IIII/// / ,/ �\\\I / \ \ \ \� \,�,u�)I u l , , 1 I I \ ,) \ \ \ \�
CONSULTANTS IMC JOB N0. 16030 ; DATE OF AERIAL PHOTOGRAPHY --- _ // / /� \ \ ( Z \ )JJ \� \ I \ (_/ \ \ \
( ) / �\ /� J(y \\ / 1\ /a I\
FEBRUARY 27, 2016. � �- // -� "\/� \\ \\ \\, \\�////, (//�// -j // \ \ \( \ ✓ \I I � ) \ l \ \�_ �- \ �> //
a - _ _ _ - // � / EXISTING ACCESS ROAD \ ) ) \ \ \ / ' 1 / / �\ \\ r pD I I \�_ J ) \ \ i I \ �/
\ . \ \\ \\��/ /, IIII I / /// \ \ \ ) J>�(Ih /) \ \ \,_,�/'
0 2. LIDAR TOPOGRAPHY OUTSIDE OF PHASES 1 AND 2 WAS ACQUIRED FROM NC �� �,--- ,-_-/� `� ,. / \ �\ ��\ \���////- ,// (� ) \\ �1\\ f- I 1 1(�(r� _ �1/� ( / 1�) I\ I / /
DOT GIS. _/ /-_-__-_ __/� �_ �� \�\ �J�/�//'//-j� /j- �1\ \ \11\\ 1 \ ( II ( (( / - / ��{ __ > /
_ _ ���- -� \ \ \ \ 1 / /�_\ \\\\\\�//// // / / //�� \ \`\I\1\ I ( 1 /)��\) I III I 1 \\� /! �� `�< / r_ \ �\ /
3. WETLANDS INFORMATION PROVIDED BY CWS ON AUGUST 8, 2016. / - - / �'` \ / \\\\�// / / // 1 I 1 / / (J ( (I \ \\\\\__ - � \ ) / / <-�\ �� � �/
r, / i- ,, \\,/ \ \ ///�� �. \, - // , /// \ )III ( / � ( 1 l\ \\ / \
4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: ,_r I �� / �- \�_� // \ /// �� / // \\)1 / / ?, I \ \\ \ \ 1 \ / >
N / / / \ \ / / \\\ / \ / f q / / \) i- \\ \ \ -\\\\ _ �i 1 l
i 3710644500J, 3710644600J, 3710645500J, 3710645600J. --\� I l/ / / / / / \\� - / _-- � EXISTING RAILROAD 1 \\-/ /I // \ ��/ \� \ \\ �( � //
\ / / \ 0) ��� / / EXIST/NG LANDFILL (I�/((II \ \ / / / / 1 \\ � �) ` \ � \ \� � �\ / , \
5. EXISTING PIEZOMETER WELLS WITHIN PHASES 3 AND 4 TAKEN FROM \ III l / (� �-,, \_-/ ----- /� l \ IIII / / 1 1 \\ ` \\ ( \ ^ /� ��� �
1 1 / / \ 1 1 \ / \ c/ �J �� / GAS TREATMENT AREA V IIII \ \ / / / / v ) ) \ \\ \ I I1\\\ 1 \ ° ' / \``_-
HYDROGEOLOGIC INVESTIGATION REPORT PROVIDED BY SCS ENGINEERS, PC. - \ J I---\ I 1 _ � \ �=� / (1( / l / / ) ) \ � _ �i�
2015. I / �,� l \, ) I / " \\ 1 / - - -.1 - \ \ "�"� //�^� \� \ ��11'1' _ I1II�I�) J � // / � / // // l \ - �\\\�� \ \I , I` ; (/ ( \i �� ��\\/- - \\��
.
LEGEND
EXISTING PROPERTY
LINE
EXISTING CONTOUR
MAJOR
EXISTING CONTOUR
MINOR
EXISTING STREAMS
100-YEAR FLOODPLAIN
-
50' WETLANDS BUFFER
EXISTING PHASE BOUNDARY
PROPOSED PHASE 5 BOUNDARY
-
PHASE 5 SHALLOW PIEZOMETER
X PZ5-2S
PHASE 5 DEEP PIEZOMETER
X PZ5-6D
SHALLOW MONITORING WELL
X MW-19S
FOR PHASES 3 AND 4
DEEP MONITORING WELL
X MW-15D
FOR PHASES 3 AND 4
EXISTING PHASES 3 AND 4
BORING/PIEZOMETER
� B-13
AREAS SUSCEPTIBLE TO
FORMING SEEPS
SCALE IN FEET
0 200
400
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW(
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
0
cc
U
W o
cc
z Ir
O U
o
w
n
0
z
U
ICI
n
�
N
Z
rl
M
p
-
o
o
is
�Myy
iy
m
N
1
1
U
'J
rn E
�--i
Q
x o
U
'
M �
1
1
>��
0
�
M
0
,
N
;>
a
0)i
0
m
w
c
a
m
o
U
0
0
T
•�
Q
a�
Z
cc
J
O
In
cc
W
W
L)
�0OaZ
J
p�JO
z���
op00
�
cn
Z
W
�
J
H
CC
M
Z
�0
a
00ZZ
Lu
O
=
Z
W
V
O
�WZZ
J
I=
a
0
<
mccZ
Qoa
V
U
Z
�
w
0
T
�
W Z
m W 2
(L <
r
V J o
�m0
m
Q
m
o
W
W
� a
Vy��
o
U
�W�0
W H
Q W 0
o
N
w
>
CC � Z
?
a 0~
T)
Lo Z
W
�
C
= 0
uw
o
co
m
a
Qzo
w
w
0
0
cs
0
�
Q
FIGD RE
9
7 1 5 1 4 1 3 1

8 1 7 1 6 1 5 1 1 3
— "I —. --1 / // — - — — -�:= — — -- - --_: -- -- ,� 11 I -- — / "I I - I \ � I //// I / \ � I � I/
\�— \ 1 / /iiii/� // / i / i� I \ \ / I
` \ j� iii'� j/ /// / - I , 1 I /- ( I I LEGEND
/ //j Q - - / I ` / I ( EXISTING PROPERTY
iii(
/ / l lr \` \ \\\\�t--��// \\ ////jiiii�ii� ,- //// / //gi i,� COI I / / 1 1 I I \
/ / l - ` -�� ��\ ____ <i//� \ / i , �� /// � ///i / // Z �� I PZ5-17S / I I 1 I 1 / / / \ \ I I \ I LINE
\_ ___ �/ O i/// /�//� /%ii/ / 1 / / \ \ \I I I I \ \
_ � \ i/i // / / // / �� \ \
_ /// / / i i //i / \ I ( I o \ \ EXISTING CONTOUR
I \ v I / / / \ \ \ \ I \
- �\ / r //// /// /�////%/�� \ w II \ \ I l \\\\
- - , / �__--.z //� // / %, //�� \\ oI I \ \J III \ \
/ , (l (I ( / / /�/ // \ I I \\ \ \ I I I , to
\ \ \ \ \ MAJOR
/ --- � � �'� I '0 \\ (1 ( // /�/ /,/� / //,/// �� �/ - -� 1 \ I 1 1 I : I 1 I \ \ \ \ \ I 1 I II , / / \ \ \ \ \ \ \\ \
�,/ ,�—� --- -_-�, �. // �%�J-\ \ \l\I ( I''/ / // /�j//i 3Q0 _ \ I I I \ \\ \ \ \ II 1 1 / \ \ \ \ \\ \ EXISTING CONTOUR
NORTH /f , — / ,_1 „%— -- \\ \ I I / / / � \ \ j N MW-13S I I I \ \ \ \ \
/ /�11 � \\ \ \ I, / / / �/,/ --� - o I I I I I I I I ` 1 \ \ \ \ \IIIIII I / I / ♦ \ \ \ \ \ \ � \ \� MINOR
// / - /� ���� _ \\\\\\\ \ / / /, , / - \ \ o I 1 \ \ III 1 1 \ \ \ ❑
r/ // -� ~- _ �' -_ i /� ����%�__� \\\�\\ I / / l ~� ) 1 r7I \ \ \ I I I I \ \ \ \ \ \ \ EXISTING STREAMS - - -
/ \ / ,',�- - / 310 , I I III \ \ \ \ \ \ IIIII I \ \ \ \cc
// / \ /% %/ �%-i--=-��� \\\ // l w I I I I I I 1 \ 1 I 1 I I \ \\\ \ O
� / \ / \-P / i i / _-- \, , I I I I \ I \ I 100-YEAR FLOODPLAIN
/�ii� �i� /�- _-_ \N`'a��No, ^' N _ I I I o III I I 1 \ I 1 \\ 1 I 1� \\ \ 1 I\ V z
/ii i �- - %---- -�\o v oo I I i
I \ 1 I W 0
/11 P ��� // ���/ /%.- �� \\o� 0 0 o I I o PZ5-16D I I I I I \ \ _) I\ I I \
�� ///,z -I � �— \ems \ I I
// / ////�� __ --_ �\ 00 i I I I 1 \ \ I I \ 1 I I EXISTING PHASE BOUNDARY
/ /i ce// i�I �/ 1 \\ I I I I I l \r •� , \ I I I I I ( I I
/� //�/� /�// // / // /� � - \ �� \\ \ I III I 1 \ /� \ \ \\ \ 1 III I 1 I I I I I PROPOSED PHASE 5 BOUNDARY - Z �
lI /1, // j // Il/ �i PZ5-15s X A\ \\ � I I I 1 I/ \\ l I l l I I I I I I I l l I I I O W
/! �j / / / // , /- ouTCROF \ -310 I 1 I \ \ I 1 �(
//�//// ///�i J1 j,/ / I I I I I I I \ \ \ \ I I / I I 1 I I I / / /` / I PHASE 5 SHALLOW PIEZOMETER X PZ5-2S -
//// // I)I I1 / - - \\ \ I I 1 \ \ \ I I / I I I / / / / >
////j�/�_-_ 1 � _ o sue\ \ IIIII I \ \ \ \ \ \ 1 I / I I 1 I I / ^ PHASE 5 DEEP PIEZOMETER X PZ5-6D W
„'I �!/�� J - � I I I \ \ \ I I I 1 , III I , , / ,/ ,/ T l
////- D-15 I \ I / / I I \ / // / / r I SHALLOW MONITORING WELL Ir
, �/ //" / /,- - o - - I I 1 I I \ I I I I / I I I FOR PHASES 3 AND 4 X MW-19S
I ,%,,_ � ,/,__ ul'I IIII, I I `\ II I/ I I► I 1 --�' ,/ I 1 l \�—//'/' ,' / 1
// / // � - J I/ //!- _- _ \ � /) I III \ \ I I I I I I I --- i--� // 1\ \�-280 //// // // DEEP MONITORING WELL X MW-15D
// �= I I -- \\ �- MW-14D \ / I I J I -- /
_ J \ - j/ // // I FOR PHASES 3 AND 4
I /// / //� / / o� \ L / \/ // / \ I I / / �' \ \ / / / / MAGNETIC ANOMALY TRACE
I\ //, ��//// //� —mot _ / �% �\// / , / / `— \ \ I I / / \ \ /
/ // / / / / 1--�-
\ y _ \ _/ /'- ' ' // ' MAGNETIC ANOMALY MORE a
\ / / ,,j/// / / i _ _\\,\ I l / c
�_ �� l l / i- \\ \ l i \ \ DENOTES MAXIMUM PEAK OF w
I i \ \ \ / / / X D-15 1--
\ / //�/� � PZ5-14s 1 / �- \ \ l l � ,-. \ \ / � I
\ / // /, 11,//I /1 ,/j �.�34o-- D-14 \ I I 1 `'/� ��\\\\ \l \ � \ \ / / / / / INDICATIVE OF DIKE LOCATION
\ //�=i'/i///,'�'//,' i'//'��/ I 1 l//" -, \ 1 ,\\\ \ \\\\\ / y / // // / o
\ / / ! / // � /�i / //i / _ �,� - - i 1 I / / I II \ 1 \\ \ \ \ / / / , 0/ / / I MAGNETIC SURVEY TRANSECTS z
//�/ice ll/ /////�/ / / / // , _v , so- �IIIII��III I I I I �/ I I1 \ � / / 1 /
\\
\ / /-// �� I /�/ // / �// / / %-_ I / I III \ \ \ / / / ,`� / ( �-_ POTENTIOMETRIC CONTOUR
�0//� \\ 11 111(''' /� ( / �,11 ;1 //„ //, ;;/ -- I I / I I I I , ► \ \ \ �� , , , ,, ,\o �_ \\
/�//�i-=36p PZ5-27D I I I / I \ / \ ♦ l / //// / — \,\"\�'\ �1 I 1 1 j I, I I (I f I I , I r- , , 1 1 // / , I \ , \ o I , ti�
//� I I I I II I I (' I \— I o � SCALE IN FEET
///// �. II \ 1 1 I OUTCROP \ MW-15D 1 I —/ / I �O� / I \ \ i \\
l /////��/ \�� �, I I I \ PZ5-14D III _ \ I \_- %\ :�i
l ///OF // / � / %� � s "\\IIII 1 I -- I
/ // / / --`�4 \ \\\\1I111o1 I I ' ) \ L 1\�__ PHASE 3 I //'y0/// / I o \ I \ \ \ 0 150 300
I r ///� / / �w\\\ \�\\ NIII \ I o \I�\1 l 1 J �\ - / , / I \\ I / L.I r
/�/ /' /% i� ���� \\\ of \ `r\ \"' \ `' / \ /�/ I \ I \ \
/ / /// / / / - -� \ � \\\Z1 � w \ I \ \ \ / >\ �� \ // / II I j / /oON c\I
// / �/ \J \\\,1 11 \\� � 1 \\\ \ , \ _ i 1 / / / \ \ ---/ry l,'/v \\1
/i// , � / / ,\��� \ \ to \ \ \\\� \ �� 1 / / / \ 1 /�, to co
,/ / / / / �-\ \\ \1 1 I I I \\\ \ - 1 r f ! \ / -�1 / I
/ �/ r / / 1 \ \\� - I _ \ \ ( )\ I / / /1 \ 1 \ \ I I \ / j j 250' \ - v �i
/ �/� ,� ,,-PZ5-21s ` o \\�, 1\\ \III o \\\\ \\\ - / N > / �J // / / , ( / ( \ \ \ \ 1 1 1 I \ I //,( // \ �- /�%-; / cQ V
/ / / �j/ ---_ ��� \\ 1\\ \ 111 \\\\\ i / / / ��- \ \ 1 I 1 / l l „ \ / �I (/ +, Z n
i / % — --, \\\ (\ �\ 1\ I l I l \\\ \\\\_ o I (/ I / I / ` `�-=--�- \ \ I \ \� / / -� ) I // /�\ 1 \ / / / 1 1 I � ai cf)
_ / //�/ _ o \ 1\ \\\ \ \ - o D-12 �\ / I )III I / _ I / �/ \\ �' I I ( / / I n � = o
�/ /�, .\\ \\\\\ I \ 11 I I I \\ \ �� ^� I / \\ \ I I 'I�\ I \ I / / / �/ 1 �/ �� f _ J I 1 (Ili I o
( �i, / / / //� / / �'-`� \\ \\\\\ \ \ \ \ \ \\\c n \ ) �' _ /_� -= 1 �� I " 1\\\ \ I 1\ r / / / / o / / /-- W ca N
r�/i/i , / //ti i/// _ \ \ D 1 \ \\\\ \I i j I l�l I \ \ 1 J J _�/ / / / I N / / -.\ I l\ 1 (, M
/ ��/ , , /// / / / / - \ \\\\OVA\ \ \\ \\ \ \ �- : J� I J 1 / / / 1 \ ! I ,' / --- I // �/ / ti__ \ I \ \\ 1 O o
\ ( / /// / // //�� /// / //i// ///� / —� \\ \\\�\ ' \\ \ \ \ PZ5-26D / I K\f ��//� /ice \ \ \ I I I I �. /� 1 �/ / ��-- ( \ \ 1 co
1 � \ I I 1 ---- / /( ,-- \ / I \
/ % / III 111 / / 0////
/ PZ5-13D I ( \\\ \ \ \\ /(� , I >\i � 1 \ In\\\\ \ \ \ \ I I ( y / / /� J / ��� \ I 1 \I\ \ 1 F-4 a x
\ \ /1\\ \\ \ \ \ I N i - /i r I
.�
/ /� \ l l l lIl I/ \ \ \, \ \ \ \ \ I 1 X I / I / I/ I 1 \ m
( 1\ I I (I I I I \ \\ \ \\�� I �- /i / ) 1 11 C� m
�- i/ ///� \\ I \ \ \\ 1\\11111� 11 111 1 \ \\ \\\ \\\ \ \ i \ I/' \ \ \ \/ \\\\\ \\ 1 ) \ \ \ o --- ` /�_-�_�J.___�----/// 1 \ \\ /I\ I 1 i 1 �'
// \\ \\\\ \ \\ \ \\\ _ \ \\ \ \ �- )� 1 \ \ / \\ \ \ \ I � -/ I/, \ I I / / cn c;
/ / / ///���\� . \\\ \ �� , \ \ \ \\ D-1 I f \ / \\\ \ \ \ N \ \ \ \ �i --_\_ _ (�� 1 \ \ II / \ a) . r- �
I- 1 - \ \ N" I\\\\\ `�\\ \ \ _ -, VII R� " �--�1 I \• / 1 ��� \ \ \ \ oo \ \ \ _ � -- 1-,� `-,- � I I\ / 4) �; �
/��' //�i //� \���\\\\\\��_ \ !�/ /, \ \ \ \ \ - MW-16S;� - l 11 '\ III\\ �� \\ \ \\ \� \ \ %\\ \\ �� ��--- ��1 \ �\\ �\ �'� 111 l I I / / 1 •� r:
/�/ �� / / \ � \ J�� 11 \ 1 0 1 \ \ \ I I - -1 1 II I / -_\-
// /i /�� / / /// /i �� 1JI /// // \ \ \ I i� \ le\\\cr l o I I \ I \ -✓ I I �� \� I 1 h o
�/ ��// //�i/i \ \1 , / I �\� \ �\ \ \ I �� \tip / \ I c� �� III I I I / 1 \ / / / / (IIIIlr IIIIIII I II / I N / ' / ti �•l
i/--i: %i//���,/iji� 1111(( ;n���-1 1 ( �/� �) ( -- \- ��� V�//o,III I I I I I \ \ I \ � ��� - J� I11� IIIIIII��- / / 1 0 // / I .> a rn
�i//�// �/ /!i/i / �-� \\ 11,11 I\I ( 2zo \\ 1 1 \\\ \ \ / I I� � f��l ( 11 \� \� � % �I \ `��`-��//II I I I I I I 1 I ( l \ � � --��J, /n I I III1��� � � z , / /
/ ` !ii/ / / \\ 1 \\\ \ 29 _ 1 I /� �I �I I \ \ I I I \ ` / = --= -%�i� <l ^I1111111 I 1 \ J / / /
/ / // o _ I l I I \ \__/ //i ll ) / 1 ,ram))/ I I I I >/__: - -/, _ 1 f o \ \ ,7 / �",
/ / '/� �i/ o \\\`; -\�/> / 1 \--�//� //. %/1I ,/ \ �a11�� ll\�� I� iU� \HIV II �/ I ) ✓�//i I I I I I I / ,— — — _;=_IIIII IIIIII I ►� ) / ) \ / / ! / a a
�� / ti6 \ \\ �\ \\\ �/� / / I I l\� /�r�jll ll�I/I l'I (�f// � \ lll�� pI II (i ) I I 1 1 I II� \ 1 I / � / ) S ( / w v
/ / r//�// N N / I I 1 \ �� /'ll ,' I / 1 `\ � W \ I j �11` � I 1 \\ \ / r / 1 IIII I I J `-� - ; ===y_ --,)I I ( 1 I N \ 1 _ /\ /
\ /i // i // �� \ N �soo ii \ // I I - �\\ \�) J, � � III I � . I I / < /'' _� _ �.��- / - r., - � \ � I l / /^ , /
//�j/ �i �i w a / I I / _ r \ �� \ — \ �o to \ l / / o
-/,
/ // // / ,� / o o o l /. /i �� / l ll l /\\� >>n �1 �_ ,uJ) I ) ( \)1 / <<i -�_ w o,�l I \\ 2 o
i /// / // /ii / o o /� /i / / I ( \ \_-/ 111 / 11 1(l� / J \1 -� I l ) I \ ///,/ / //// - _ I of I --\\� " °1 / �/ /�' / /
// /// //ii/ / PZ5-1 (/ / /, / \_ -- i/ 'llI (1/I ?tea ! «II\� �flll- I \ I I / S / / I I� I I \ \ ., / / !/, \ / i
N /ii I l/ / // /� / - I 1 ( ( l \ / �� II / / /;= - o I I \ i l / �\ \\ / /i .,� rn
/�/— / /i /� 3� �\ \ ` ( ( l l \ �� \ `�� (L— � 7 1 / I / 1 \ � /, //l�� -- \ I I \ \ rl / / /� �\ < / r
\ iii/_— ) IJII (// i, //////� I o ��\ II \ \ \ 1 ( � —_��/� 1 y < C.f /)II , I — 1 II / > \ / / / /�_ _ _ �— IIII l \ \� /1 / / / / \\\�\ \ / I � .�
�� - \ // /� I I = /i'// \\\` \\\ I \ 1 \� � / i/ \ ?� / ,-J )) / ( I I � / / / 2 -, \I-\ l L i / \\
//�/j/ / /i� � ,-\ ' \ \\ o I \ 1>> /�r I �� ��r /�) ) \ �\ ) ,-/ /l ,'- ��'� %w �/ \ -� , l \ I l /Yi)I / / / \ \\ \ -�
\ III I / / \ \\ \\\\ \ /
,,,ice /� // // ��j, / // // /�// 1 \ \\� --- �% I ( — \ lI Cl o \ I I �) // ii /' \\\\ //
I /i� /i /r /i / /ii� ti /�/i / / 3 \` \ \ �� / I \ \ / -/1 r11 I
Ir \-- r \ \ I 1 j �� `� /i�� / / \ /i
%-..O.)"/ /� /ii ////�/ /i / / /i// // / �� _;/ I ` \ /l -J I I I \/ / / / \ // /
1 / /i / / /i / / /i/ /
// //� / / //�/ /// /� / j /i \\ \ \ \ \ \ \ \ \ �� 1 —\ I III �� / /��� / \ \ \ /// / a
/ / / / / \\ - — - \ �\ \ ` —r \\��� 1 11 0� �� „/� � r , �� \ -) / 11 I 1\� // //-\\/ � \ \ \ ��/ / I
//%� //, /� / // / /11 �o// jam- \ \\ �-- ����� 3� r `�� I \ o \ \\ I 1 �\ \ /
/ // 330 \ \ I l \\ \ - - \\ \ \ \ \ I I III I(//\ //
l �// /ii //// / /� / / // /i/ ti/ \ \� \\ ��_ /i \ \ \ - \ \ ��, - _,- ! __ \ \ \ \ I IIII 11 �\ \/ /�// i / Z_
/ ///ir /i� / /i/ / //� // / /i -� \\ - \ � I ) // / \ \ \ \ \ 1 l =_ \ \ \ \ \ 1 I 1 I // /� \ \ I I J
//i/ / / /i� /i/i /// i - \\ \ \\ 1 \ \ Mw-17s \ ) I /� / - i���\\� \ \ \ \ I 1 II II �\ (I / \ \ 1
/// / / // / / // / / // / j .PZ5-10D-R \ \
/// / / / //�// �// // 1\\ \�,� \ \\ PZ5-11D \\u \\ 11 �,�\\'�\ � \ \ �- ---- � / / / / /-\\ �� / \ ;;,-� _;,; ^\\\\NI `�\ \ \ \ \ \�\�__�� \ 5 I I IIIIII I(// \ \�(( \ 1 I , I I Lc)
( ///l 111 / / / ////// /ii //i/i /�i/ice /� \\ \\ \ \ \ -,\ � \ \ \ _--- / \ \ ��,_-- -\w\\ 10\ \ \ \ \ \ �� I ► -, I I I / \ \ \ � I I I I O
I/ I I ll 1 // //�// /// ' \\\ \ \ --- / \ /t -- - w 1 \1\ \ �- CJ-` I - I \\ -- --- - \ 1 I I / W
I l / „/, I / i , \ \ \ �\ \ \ \ / l l I 1 \ _ 111 l 1111 I �\\ \ \ \ - _ - I
I 1 I 11 / // / / / // / i / / \ \\ \ \ I l \ �� \\\ \ \ \\ �\ --- / / I I I r 1 - \ \ \ \_`-- \ �1 I \III IIIIIII \ \ \ 1 I
I / / / � \ \ l/ \� \ \ \ / / J )1 / j!�- 1, \\ o\III ` - �� 1 / \\ I \\ \\ \ I
II I I I II l %/ //� // /�� /i �/ / \ \ I\\\\ \ \ \ \--- \
\ �/ l / / �_
I 1 / 11 / //, //// /ir �i/i /�/// /�i X \ \ \ 1 I I I Ill \ /��---__y_� - \ \ I I I \ 1 1 (1� 1 11 11 1 \ \ \ \ \ 1 / I l I
I \\IIII I lj ll / /// /�// /// //�// /i�//' '%/ I I 1 I 1 I )'/ = \\ \\\\\ \\ \\ \ \� --- --\ 1 / l 1 I I I I I / 1 f(// 1 \ I l \\\� _ \- - \ _ I I I I I I I III \ \� \ J_ J/ l l 1 \
I / / � // �r // /� I \ \\\ `l / J �< / ((� r _ _ �\\\� 1 I I IIIIIIII \ \ \\ \
I IIIII 1 / // /�i / /i /j/j ii // / // X �/ �/ / I I / l \ \\ , --- )t--� \ , / / / I I ( I �/ - \ \ -_\ \ -- �\\ � \ 1 III \ \ 1111111111 I \\
1 I IIIIII/ I �ll/ l///� /ii //� / I - /// l /l , � \� \\ \\ I / / / / I I �'I \ \� �_- \��`\ -- III J I I I 1 \ \�\ _ _ I-�) I = Z
/ /ii / ///i/// / / l / �---- / / // / // / I I ) ' / I �\ \ \ \ _ \ ��� \ 1 I \ I I \\ \�� 1 = _
I / // / / PZ5-10D / - \ \\ 1 -\ / // / o I \ � - �- �� _-- _ �\ �\��_-�� 1 I I r IIIIII \\ �\`� - - `� / / // l
\ IIIIIII/ ///�//// / /i�i� i// l/ I 1 ' l / / // \ \\�\, \\ \\\\ I / / ll / /%�/� �� / I ( o o II�111 \ -/D`- \\\\- - _ _ - _ \��\, � 1 IIIII I I / 1 I I I 1 \� \� / Z a
llIIII// 1�,��j// / /� /� /, / ( \ �� / \ \\\ \\ I ( / / %� __-- 1� I I °VIA I I I \ �`-,% \ --- x\\\ \\\\ \11 1 11 I I 1 I 11111111 I \\ .�
II/ �i ///�i/ / I 1 1 \ \�- �� _�� / / \ \\\ /� \� ( / �// �i�% I I "� T�lI \ -�-� \\\\\ \�\- _ \ 1 1\ I �I I III \\ �� 1 / /% // // J/ 1611,1 „ / /i/ // ( / \\ \ \ \ \ / _ ; �/ / >\\\\\ \\ / I \ / // , //� �� \ / , J ) "� II-/ -! - - -\ \ �_ \ \\\ 111111 I 1 1 I 11 I II I I \ 1 / / , " O J/ ll II I II � I I //(�///r 1 \�-,
�\\ \\ \ \ \\ ---- 1 j \ \\ \ \ 11r \ f � I III - _'. _- _ \,,' \ _ \ \ \ 1 I Ih 1 11► ► ► \\� ► / / / ) / O
�� \ \ \\\\ \ \ \ \\ �i/ / ll I V?� \\ / I 11 I r-! -�- \\\\\\-- \\\ \ I I II ►111 ► 1 1 ( �/ O
/ 1 ( -- \ \ \ \ / \ III 1 _ - PHASE 2 ���� ` \ \ \ 11 I Il \ I I I I J / / / / J
/ //', i 11 IIIIII I I 1 ((\\�\ \ \\ \ \ 330- --- - - - ,�\ \\ \ \\ I J I I I / H
// /I III \, \\ \\\\\\ \ - ) I \\ \ _ _ - - \\ \\ \ , III I I\ I
-%�� -� l I \ _,/ � ) // / /- \ 1i I �� Il II II l l �-� � - � --- �� \ 1 \\1 \ I I IIIII ► I /, \ / // / Z
/ I I \ �`_ , \\ \ \ , - IIII \\\ 1 //� 1 < 1 I I I I I J \ \ I " I I I / a
I '--- — \\\ III 1 ) / / /� a
/ `/ I �\ I / i /rll I 1 1 II I - _3L_ _ - \ \\\\ \\\ \ \ 1 IIIII I II IIIII 1)//// ,1 /1 III \ \\` \ \\_ % /_- - / I \ ! _ �� // /j LJ I I ( I II I I I ��===_= \\\�1 \\\\ \\\�\ \ I III III I I I 1 I I I l/ 1 / / / LL V 0
/ / I I Il\ \�\ \� �\1\ PZ5-9D \�_ ���/,, -`� J/ / / I 1 7 ) _ / I i �,�_ __-__ - = - - - - �\\ \ ��\\�\\ \\ IIII III 1 IIIIII �. /I I / / / / / /
/ / / Il \ \ \ �� 1 I 1 \— PZ5-25s PZ5 24D .� l / - / //� (� �\ \ / I / III IIII IIII III /ice _ -__ __
_-- / / / I l' ` \\ 0 / / �i'- /// �� PHASE 4 l / ) I I I I r1 i __-�!��: i!= = -: __ � \ �\\ \\\\�\ \\\\\,�AI 111 I IIIIII II I \ \I�1 IIIIIIII111 `�// I \ I l/ / / / // , j/ O V/ \ \ _ \ ) II II ` / - /// / II \\ / / / `7 _ / I I\I 11111111 (I II(f�--_� %-7 - \ \\ \\\\\ \\\ I III 1 I 1 I / 1 \ 1 / -
1 �1 / \\\\__ - �r,)l 1, / ���� , „ l \ / / / - /� ,/ �- , , 1, \ II I 1 \ ( ___ _ �i __ - .- - \\ \ \1 1 IIIIIII 1\ \11 l l ll IIII I, I � 1 // / / r , J z
�i/�;�\�/%7 , Jj, I \ \ 320-/���� �_- �� \ / / / / 1 I I \ l / /i/ �-,� �i _ r / / i I ` 1\ \1\\\\\11 I I / - �, - __--___\ \\��\\\\ \\ 11 111 1 11 I 1 IIIII \`\ 11 I ll III lI I \ ��/ �/ // / / ~ a Q =
�i�%� - / Il / / --\ �� \ / / / I \ �/ / / / // / / / �d / / �/ / ) l I\I (III, I 1\\ \\ 1 I (/ice= ;%_ ��---_= = N\\ \ \ \\ IIIII 111 111 1 \ \ I I I
/ / r �-___ \ \ I I l� / I \ \ I 1 I II IIII \ I I 1111I /I l \ / / / Z
f �// ��� / ,-/, /,- /I / - \ \ \ \ I I l / l / l J) MW-18S 117 / ////X, I /j �i/ /, // / / \I ) I \ I1111 \\I (\(I\ \( \1 = =- �_��� \\\ \\\\�,\ 1 \ 111 II I I IIIIII I11 \III I l II 111\ I I \ \ / / / J H
/ 1 //�� //1 /, �i // �i ( 1 - %���� _ \ `�\ \ \ 1 , / / / / / I I 1 / / / / �� ; ' <<� /i �/ //i�// / I I / 11 \ IIIII\ \\\\ \ \\ \\('- ( (-i�== - _ � _ _ -_ -- \\\\\\\\'\I I \ 111 IIIIII IIII I I I I l 111 III 1\IIIII Ill 1 /1 j
I \ J`�1 �/ / -, W a
/ / / ////� / /� ���//�� ���' J \ \ \ PHASE 5 0° ///� / // �/ 1 // / // / I \ llI \ \ \\ \\ \ \ / = J -� � ` \\ \\ \111 1111V
ll II IIII I Illl\ 1 \ II \Il I II I // // / /i
// Illl/�///i,�r//////(/ ( =p ;���/PZ5-8D;/ --J ��) 1 1 /// / ///�//,/�� ( \\ //////// / i II c I \ \ \\\\\\ \\\\�\\\ ���/�% _ - r ;�-�\; 1 I I 1 I1\ \ I � I // / / // / I \ �_ _��%� // /' --- �� 1 -- - I I j �'/ // / / / / / / I / / / / I I l �� \ \\ \\ \\ \ _ \ \\ \\ \ \\1 II III III IIII 1 II 1 I II I I \ / / / / a Q
/ ///� III // �/ ,/ I _ / /i ' / I I / / // / / / //( // / \ 1 / \\\\ \ \\\ \, \\ \\\\\`\ 1 � / Esc _ \\\\\\\\\ \ I I I I IIIIIII 1 \ 1 I 11 / / /- / / a
/ ////III III// / // / f / \ l\��_ - ��!%i /// // / 1 I I I c•, I// / / /� �/� /r / / /_ /� / //// /---� 1 1 \ \ \\\\ \� \ \\\\ \\\\ \\��\��J // ice _ _ � -_� �� \ \\\ II Ill II II 1\ 1 111 / 1 // / /
/ I I I ( / I I - / - ___' -� I 1 o I /////// 290 / �/`•/�i /� I / (--� /( / / / / /� 1�1 \\ \ \\\\ \ .\ \ \\ \\ \ \\ \\\\��(/ / -�\ \\\\ \\\\ \ III IIII I IIIII I I I 11 \\\III III IIII\ \ / / /� / 0-ZZ
I 111 II IIII I I ( I I 1 \ \ �3pp -�- �i '/ / ll //�' 1 I I / / / // / / %� \ ��t /// /'- ( II I \\ \\\ \\\ \\ \ \\\ \\� \ \\\\ \\\\ \ II III IIIIIIII I \ \\\ ( \\\1\ \\ / / / / / // II I\\ \ /� . / � / w 1 / 1\ / h / \ �\ \ \\ \\\ \\\\\\\\\\ \\\ \ �\ 1// \ \ \11 11 III II II N \ \ / / // J _..l IIIIII II11\ \\ \ \ \ \ \ \�\_-_-_-- //�/ i PZ5-8S / / / /� \ o I / / / � / / /� / I / \ \ \ \\ \ \\ \\\\ \ \\\ \ \\1 I \1 / / \ \\ \\ \ II I k \ 11 1 „11 N\ v,--_�� / / / /�
' I I ` \ _ - , I / I ' / 1 I \ \ \ \ \ 1 11 I IIII IIIII 11 1 \ 1 I \ / , / LiJ
I I \ I / / / / \ \ \ \ \ \ Cc /� 1 \\\\\\\\11 I \I IIII 1 I I \ N1`I oo\o_- \ \ // /�
I III l IIII 11 \ \ \ \ \ _-__- _-� /� / / / l / / <\ // / / / / / \ \ \\\ \ \ \ \ \ I \ 1111 / \ \
I I I \ \ \ \ _%�-�// / //I / / / / , \ I I I III / / / ��j / //// // / /) � ( \\ \ \ \\ \ \\ \\11 1 1 I I 1 ll I II I I\ ` \\\\ \\\ , I 11 \ 1 III11t III c.e I ��J-\o� \ \ / / / / / /
\ \ 1/ I I) \\ \ 1 I IIII I I Ir�� �� I 1 1 II 1\\ ,\\ 1 w I o\ /
I IIIII l ll\ \ \\\\ \ \ -- /// lI 1 I I I / / 1 I 1 I I 11, \\ /�� \t- / /// / / \ \Il \ ,\ \ 1\Ill\\\ 1\II IIII I111 IIIlII111 I11` \\ \ \(f I I11 IIIIII i1\ 111 I \ `IIIIo \ \ \� \\\\\\\ ' \ \ // /// �_/®C O
IIII \ \\ \?9p- - / / I� I/i 0 / \\ \ \ / // \ \ 0 > CC
\ I I I I I I 1 / I I/ /1 I II I II / I I V I ` I w
I 1\ \\\ \---- _-,, / I I 1 1 I I \ I , 1111 \ w\\\w to o\,\ \I , \\\ \ \ \ , 1 I 1 , /, / / , \ �� W w (�
I I I \ \ \ \ ^ // / / / I I o \ `No �_ X PZ5-7S D- \ 30 / /� �i / 1 I I I I I I I I I I I I I l w \\� o\ 11\ 1 \ \ \\ \ l I I / /
I IIIII I I \ \\\ \���\ _ - // // l 1 o I I 1 \ \� \� / l I sTRo `�_��/ ' ,ice \ I >>i `��,/ // / / ) / ) / I I III 1 / // I I I / /,III I I Il 1 I c., w I �,l\ o\ \\o\\\ \ \� 1 1 \\\ \ \\\ \ 1 I l \ ( // / �' �\\ a
/ I ll I III \ \\ \\\��eo -- -PZ5-6D / // /o / to (►-) \ \ � - \ \ ) /� - / \ - \ \ �j / / , I / / I I11 IIII/jI l III I IIIIII ///1 I IIIIIII I I III 11 �- \ -J (, j �1 I �, o� of 0111 I\ \1\\�II11I1111 11 \1 1\\ 1 A \\\ \\ 1 I l \ \ / i / / // /-\� \\\\ Z Z
I II 1 \ \ �`\�� - - o / , o / / 1 , \ \ �� / / \ \ \ ,,__�� ,, 1l �/ I / lI / l% I l l I I I I \ _ �1� I o ► �l \ \� 1 1 \ 1 , , / \
I I 1 \ \ �� / N \ --- i \,� �� _ \ II / /, , ( / / // /IIII 1 1/ ll l/Il IIII l llI III 111 -�' -�.¢� °�i I I. \ \\\\�1\I 111 IIII 1\ \\I11\ \ \ \\ \\ 1 \ l \ \// , �i / // \\`
uU I
IIII 1 \ \ \� \ \ `\_- "/ ( / / / / 1 I \ \ ,, \\�� __, , o ( // ��_ >,- II �i/ 1 ( l / l / I/ 1/1 / ll l ll l /l l/ llJ I \l // o ,�,o� c�'`/ ► I�„ Ill��111A\\\\\1\\\ \111 I\ 1 \\ \ \\`\ 1 \ 0I I I 1 \ \ , ` \-- � �`� 1 I ( I II� ) , / ,/ /� I 11/ 11//l l l/ l / / 1 II l/ , / l I 1 \ I\\ \\\\ IIII \ IIII \ \ \\ / i�1 / , /// o a
IIII 1 \\ \\\ \\ \��?)o -- i I / I I l I 1 1 I I l \ \ \ �� --__\ \�- ��3 I I ( %/� �� ,-/ % / I I - lI// / l/ l / ll ll ll l/ ll III // / ///11 ' l ` =- ,/ J/ J / IIII \\\\ \\\\ 1\\ \\1 , \\\ \� 1 ,\ 1 \ \ ✓/// // /��� \ W (/�
/ / I// \ II 1\ \ \1 \ \ \ \\ \ 1 \ / \
J / /IIIII \\\\\\ \�\ \ -- 11 I I I I I 1 III \ \ \ \ ��- - --- \ \� �- - - ���� \� �C, // // / I l l I/l/// /j //// ��/j ��l/ ��l]% 1 11 / o�%%/ / j \ 4�0��/ ` \ / (✓11� I I \\\1\ 1 111\111\\ \\\\\ \\ \1 \II �I \\ \\\\Illjl \\ \ \ // / m Z
_ I / / / / / / /` / )/ I 1 I 1 I 1 I \ \ 1 I I 1 \\\ \\\\\ \\\\�\\ II(- \\I IIII \ \ \ ' / / o
I \ \ \ I I \ - _ I / / / / / / / / / o �, �/ \ 1 1 I I 111 \\ \ 1 11 1 \ I-, / / I I \ \\��\ 1 \ Pz5 ss./ l l I 1 I \ \ I 1 \ \ \ \ ---- - � �� Mw 19s �`- �/ / z� / / l l / / i/ /,/ o �, / . (/ ��\�
/ / I \\ \ \ �� _%� // / / l 1 \ \ \ \ \\ \\\ \\��---?so -_--_- \ PZ5-MW23D —32X l\ `� \ \�� / /� / / /// �/ // /� / o //�/ // ^� / / _\�� i / / (,/I I I I l IIII l lIl 11111 \\\ \\\ \ \ \\ \\ 1 \111 \ -,// / 1 a
I \ \ \ \ \ \ _ _ / _-- 1 \\�����, I / / /// / ,,/ ° ° o //"/ / / l III 1 I �L��, '- \ / / // I I l l I I Il 11\ \\\�\\\ \ \ \�I IIII 11 �\ / ,� a
I I1 \ \ \ \� -- // I , \ \\\ \\ \ \ \\\ — ) /� /' _- - - )I �� / 1, ° ^� 11 0//////////// �111 /�I /J/II 1 \ 1���»> �-g / / //l ,IIIII lllll)IIII I I I\ IIII \1\\ \ \\I� ��'��ll,l�� -- / / /% ' _
D
1 1 \ \ \ \ \ -- I 1 1 \\ \ \ \ � _-- __�� / / / / 4 - I / �// ) I �-- I11� ,�-/ ( // // // Ill I III 111 1 �/I 11\ \ \ \ \� /l1 I \ \ \\\\ \ _ / / / // / l I \ /\ I / I \N "r i1 ll� 11 1 Il IIII/ / ���-�`'I ////// 1 l // I I I I \1� // 11 I III \ I l \ J/ /I I \ \ PZ5-5D _ / / » �_l /-� / - I 1 II I I I Il/ l ( �j � ///� Ill/ll /IIII I 1 Illl 1 III\ /� /
I \ \ \ \ \ \ \ �• / l l \_��- \ \ \ \ ---- /// / I I / , /�S \ /� - \ I i I I I I 11 I I I I Il l l l/ l 111 \ ( I / / / / / l //� l I, I I / l // l l I III I \ IIIII \ /% / /%// / x m cc cn
J 1 \ \ \ \ \ -\ / I 1 \\ \ \� - - / / / / / I / / / / / i 1 I II I I l l/ I / l 1 l �� �// / // / / III I I \r / / \ \ \ \ \ % // / I \ r \ 1\\ \ _ �_ /i�/// / / // I / / / / 1 /'/ ,-� \ I ) ��� 1 �/ I I' ,IIll
IIIIII IIIIIIIIII///j/// �III�/1i1/� \ \ ,� I / /////� /j l/l/ll/ I/llll�l/l /Ill J/ I/I I / II IIIIIII ll \ \ // // /// / N x
�" I I I % / / l \- l� 1 \\\\ _ - / / ////� / / / / / / / / - llI L� / l / / / / 11 III I111 II11 IIII 1,l1 II//� /,I ,Ill / \ \ \ \ l >/�//// // / , ll /// l //ll/l/l/jl//////ll/ JIIII\ IIII III \ \,-r/ / ///� WLo
\ \ ( / / / (___- / I \>// / // // / / , / / / / �- -i III /i / '� / �,,%/i/ / , J�I IJ I II IIII IIIIIIIIjI/ // /l/Ill \ 1 \ / // ///� / / // i iI////// / ///// IIIII \ \ /
( \ / / / / \ _� l > /i/ / PZ5-5S / / / / / / / ��---1%/ I I / \ ( ///� / �/ 1 1 /� 1 / IIII IIII III IIII I ll l l ll / l / 1 I I� // / // / /// // / / / / // //_///1 1 I / �// o
/ ( \ \ \�( / l� _—_ — / l l // / - / // /, /// _%il J / r / , I / l/ l //( I J l ///l/ ///// / /,/ /,////i�/, ,l \..II \ /� �! �,�� cn
l - / / / / // / / /- / / / / / 20 _ I// /-� �� /J // / / I l / /// // / / I 1 / / �/ r
\ \ \ \ \ / ( � - _ / ////// /// /�/ , /// / / / , / / /-Z 3 ��// /� ���- ///,7 l / // ///l �llll�lll�lll/Ill//l/% % lll�/ll ( 1 1 % / ( /%l /////,/// / /�, / ///�///// /�/,/ /// /� !/ ,IIIIII\ \� J ���( /�/�ti O
\ / PZ5-20D / /// / /// / / / / / // � �/, / /�� //� ✓ //�/,/// // / / / /r///l //// ///////Ill / / l /// I l ( /// / // // / // ,// / / -, \_-- / //// a a
,I I / / ///// // / / /// /
\ \ \-- ( Il / // / / ///// / // /� - �( 1 // / -�/i/// � i / / 11 / /� /�//�//j/////// // /jl(l/ ' l I I //// / / // // // // /// / / % -�/ \\ /,/ I //, , H
\ \ \ J / I I / ( ( / / PZ5-4D---/�/�� �// ///i / / / / / / l / / / / / / /� \ ! / - �-- a
\ \ \ \ _-� 11 I 1 ( / I I / / // / �I / J J_J /jl / / l / / / / ////ice/// //�////// / / // / I I \\\ \\ I /%/ //l /�/ / / �; // //%//�///'/�///// %/1/ /-\\\ \\ /j// l ///// 2_
\ \\ --- /PZ5-20S 1 I I 1 / / �� / -) /// ,) ,� / / �__ -= ) � i / /�i / / / /�i�// //� /�/ % /�// // lI �'��\� o \ / / // / /�//� / / / �� >\ \ / /
I 1 I / - / / -� I /// // �i,�// /� J/ ���� \�\� I /,/ ////// // /// / //// //// /// // //// S�� \ \ ///! L�` /�%%�\
\ \ \ \�— — 1 I I l / o I / I // —'/ /j// (l(( MW-2os / / �_--- �' / / / / -- / /320i/i /�// // //// / /� /ill/ \i/ \ // / / / // /// / / /// / / / uj
( �i \ / //• //% // // \
\ \\ j , j / / /// / ( — i /� l �I / i / / / i�/iii gQ�i / / xj////� / l ( _ �� �, ////// / / l/l // //�//// ///j//////%/// I %/ //c \\ ///
/ / / / sMA�L / \ i / / 11� / / / /i �i iii 3 / / / / / / ice— �� 1 � _ �/ / / / //�//l////�// // / / // �// I \ \ \\` - \\� 1-1 ��/ ( / W m
I / // / / / / / / \ ��� / / / ✓ / / �/ \ / //i/����i3gp//./"�"i/�) / / / /ice— l / // // / / // //// ///� / ` // \ �\J ,\� \ `� /////j� / /, > > 0 0
/ / / // ///// // / / / ( / I 1 \_ ��:—' �✓ I 1 (-� 1 ` /�/j �� / /�/ii/i'i�''/i j/ i/ </ /�\\ ///� / / // // /ll //j/// / /j,// / I //%/ I /\\ �� \//// ) / (� W
I / / / / / // // // / / ,/ \ \ i / J ) // / // L I , ( �ii/j��ii�ii3yQ p / j�i / //i�/�/�i� f_� \\\ ( /`' / / / /,// ///////�l/l�l // //// /�// I //�% // ��/� 1 t� \� \ \ \ / //j j%/ / / / ' fY z Y
/ / // / - 90 / �� / \� ! i / //��i i� ��\ / 1 / / 6/ �i / /i /�� - �_�\ ` / / / l 11 / / \ \ /
l / �,/.//� �i / i ��/ PZ5-3s — 2 — / ///` i, /i r / i // // / %—__ / / / / / /�/ l/ 11 l// / / / /� \ \ /- / a Q w
/ o / / /Oi / /�/i /// / „/// // / /// // , // /I �/ n �/ / //
\\_ \ — — \\ i �� i i �/i //// 1/ / / / //i///i/i'�% —� PHASE 1 \ // / //// // / // / / l %l / `/�\�/ / I /// / /
REFERENCE \_ o '� j/ //// /��--f _ -- 11 I ) loo�/ice//ice o /// ) / /� / Ai / //� / / / / / _
�\ - / , // /// / / y �� '-�_` ��_` \Z ///ice �'ii�ii,�%% % %� �,- �/) / :ll ////� ////j !; ��\\\\��i )) / /// /// //// / // / / l i \- l %� \ \
\ l // / / / /i/i / /i�j �j//�// // / / / 1 / / Il \ \ \ \ ,//� �/ / l 1 U r o
1. EXISTING TOPOGRAPHY WITHIN PHASES 1 AND 2 OF EXISTING LANDFILL J/ \ // / / / / ��_� _ ��//, ��//j/,//j///��i/ / / // ///� j //,� /� _��\\\ l // r /////j /////j, j%//////, // // // / / l 1 /�j/� -�-� 1//�( \\n \ \ �� /��/ / / / (� (� o r
WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING `'� \_ / / / / // / / / / -- �� -- - % ////// ��� / ���/ //% / 5 /9 / �///�� 11\l 11 � //z� // // /// /�// ///////// '/////// ' / / / / I I Il/j 1\(/ \\ \ 1 � j%/ % / l / �l - W w II
CONSULTANTS IMC JOB NO. 16030 ; DATE OF AERIAL PHOTOGRAPHY D-10 0 �\ / // / // / / / // �' �/ ' --- / /� /�// / /jj�� i i� /�j/` 1 7 / / //// �% ///�� —I I 1 \/ // / / / / / /// //r // / / ' / / 1 \ r
\� / / / / / // - i /iii/ / i��i� /� 1 (_ / // //0' "�,";,- ,-1
� III / / //// / //// //�///// // /�� \ / �\ ///% r/ / / //) / z
STRONG r'w -- / / / / / / / /./i�� / �� -� ) / (� iii�i� % %�/ // , ///////.RD / / 11 1�11///�// / // / / /////�///� ///j/ �j// / /�i / l // \ �� �� �� �--i�% / / / / _ H Z
FEBRUARY 27, 2016. /� - l_ / /
_ / / / / PZ5-1 D // / i � ///ii /��—�i i� i�i�����i� I — /// /,// / //,,/ /-- �I ,/ `,/11///////,///// / // /�/ /// //' //�' / / /// / // / J / i \ �/ / _
2. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: �`D-9 --PZ5-2S, / / / // �// / i�i�� \ \ / \�// / i�i /i ii/S 5 I f / `� ////////////// i 111 / // ////// / /// / / _ - �' �� �`_�// J C l / Q
3710644500J, 3710644600J, 3710645500J, 3710645600J. - / / /j / I / / / / / -- /�- _� �� / ////// /� �/� %� ( i, ///1/ / //// 0 /// l / l/ / J // //// // // / / / �' _-- s \
—_— — - r / l/ / — \ \ I / // //�i /ice ��i i f /� ��� / �i /i/�ii'///� /ti ` /� l L. �i, l / ll / l ///// / �//,j// /// /// l /// //%l�I / ice_— \\— % / //� 1 \�
_D-s / / / /-- / / __ ' — f / / /%��� ���/// i/ /////�/��, �\ ��//// %/ir I l/,l Ill/ /ll///// /jj//�/// //// // /// l I / / /// /i — /� \ O_
3. SEASONAL HIGH WATER TABLE POTENTIOMETRIC CONTOURS ARE �� I / / / /j // // l/l / / / �' � // l ( \ 1 ) /� �� / j // /�/ ` / / / l / l/ / / / / i //\ // 1v/// //�%i--�� `�'' /
INTERPOLATED FROM A CORRELATION OF WELL GAUGING DATA FROM A ) �� //� / // / /// / / // . -��� \ / / (^ IIII MW `8D \ //�/� / %,,,,, j%i ���iii/�/// // //,III 4?O —_- i ice/ I I I 1 /Ill //l IIII 11 / // ///l I II I l /l / / // �/ // // -�
/ \\ \ ' Z
/'� / / / / // _ o0 1I / lh� /` \ / St //i //// //i��/i/�ii /i/ i/ \ JI 1 //// //// // / l //// //// / //// l /11 / / ,.��
PERIOD OF 2001-2017. OVER THIS PERIOD, SEASONAL HIGH WATER — - \ -J / // / j j /// / / - _ -- \ /// j/ / ) j l l �\11 ( ( / �/ / / ��/ /// �i//// / I \/ /-- /�lll�/ll ill / III I l l //// //l�/ //// // //////,// /� / //� /// /�� ' / ��--���/` Z O m
I /�� // // / / / /�—_ / // 111 -� Lam\ \\\ \ \ 1 / ( / /// / /�/ /// / /��,, �/ / l l/ /l /l // /// // / W w o
LEVELS WERE OBSERVED IN APRIL 2016. THE GEOMETRIC MEAN �j0 � `-� / / / r/ / %' // j/ / / / / ) / l //// // l IIII r l\ l \\ \` \ ( l�I /(((�(�( �� ( �<��////( / ( — � , //l/ //A/ // // l/l //l//// / //ll //// //// // % //// // / I / / / // //j \ Q ?
DIFFERENCE IN WATER TABLE ELEVATIONS BETWEEN THE SEASONAL HIGH / / / / / / / / �► \i\ \\\ \\ \ \ \ /1 C\ \ ( �) �a / /// // / / // / , // / / / / \ / / /�/%\ ///� \�----- Lu
I ` / .G / //// // /�// --> >///�/////o IIj���(' \\\\\\\\\\� (Ill IIII \\\ \\ I 1 \\I\\\\\\�/ �� l��//// //////// //l11//�/i/�/j ////�///////////�/// )/ // // - / ,/� 0 0 >
APRIL 2016 DATA AND THE APRIL 2017 DATA WAS 1.3 FEET. --� I i / / /� // // / / / / // /�/r/// /" \ MW- \ \\\ \ \ \ \ l \\ \ \\ \\ \ \\\\ /// /� // / / / / // / // / /// / / // // // / _- i� O w o
_ \_ —�/ // // /�i/ / �� / //// // �y \ \\ \�- \�\ \ \�\ \\\�\\ \\`\\ \ \\ \ \ \\\\ \\\\� \ �� . ��� c �/ lllll�/l /j //l l/ l / // / // //� / / l // / /// / i/' — \ \ a ocr
CONSERVATIVELY, TWO FEET WERE ADDED TO THE PHASE 5 WATER / // / / / \\\ / // //
TABLE ELEVATIONS MEASURED IN MAY 2017 TO APPROXIMATE THE \ \ \ ~-��� /�// // / // �/ / // /- ) / ' (/ //// " I \\\ / \ \\�\\ \ \ \ \ \\ \\\ \ \\\\\ \\ \\ \\\� \� \ \\(� /l//l l l l / //l/ / / /// / //// / /� \ Q a
DEPICTED SEASONAL HIGH WATER TABLE SURFACE. -\ \ \--_ —mil / / / // // //// / /7� / / / oo(I (� l \ \\\ \ \�-J \ \ \ �\ \\\ \ \\\\\� \\\\ \ \\\ \\ \ \\ \ \-o\\\ \ \ f \I ill // l�� /� l� / // / �/ lI l / 11 l/ // �/ //,/ / / l I//// �' //�j _-- /
/ / // / / // % / 0 / i ( I \ \ I \ \ \ \\ \ \ \ \ \ \\\\\ \ \\ \\� \ \ \ / �`J\ / / / / / // /) ) I // // / / // / / I / / �j/ / I 1 FIGD RE
\\ / l / / / i /�� / Or/ /'�•,�/ IIIIL I \ \\\ �\\ �\ \ \ \ \\\\\\\ \\ \\ \\\ \\\�\\\\__\\� \ \\� \ / /l�/�l l l l///j// / //1 /� I((/l / / /// l //� / / // 1_ f
-� �_�-� / I / / / / /�/ii// ////'�// / PZ5-19S` ' / \ 1\ I \ \\\ \\\ / \� �►\\ \\ �� \\\\ \\\\\ �� \\\\\\\\\\\`,flo\\\\\\�� \\\ \\\\\ \lam\ 1�� ///�//,,�o//ll/l / ljl / // /// /// // / 11 I /I / /j// /l I l i - I
4. MAGNETIC SURVEY TRANSECTS BASED ON MAGNETIC SURVEY BY GEL _ ao I// , / / // / / \ \ \ - / l l l / /� // llJ 1 I l I / I / // / / 1
ENGINEER, LLC. PERFORMED ON 2017. \ 1 1 III/ / / \\ \ \ \\ \\ \\\ \\\ \\ \ \ �'\\ \�\\\\ \\\ \ i1\ /b�///// / / / //� /////// //// I I�/// / I /� / / / /�//
/ // �� \
_ \-� l I I I 1 /// //� l I j \ �i/i/�///// /�� / / / / \ \ \\\ \\\ \ \ \\\\\ \\ \\\\ �\ \\�' \ \\ \ \\ \`��� ////i/l1 l /l//ll //� ' lj ( �/ l / %� ' �� 7 II \ 0
\- \�\ " \ \ \\ \\ \ \ \ \� \ o\\\ \\\\ \ \\ \ \ /// / / / // // // ///\ \ \ __�\ \ 1 1 / ///�/r I -- // ri, // // / , / / / 1 \ \\ \ \\\ \ \ \ \ \ \ \ \\ �\ \�\ \\\�\\\ \ \\ \\ \\\��\ \\\\�-� /// ,/ /o / // //// / / // / // I(f / /// / ///� �� i J
\\ \ \ \ lI I`1 �i �/ // / o \\\\ \\\ \\ \\\\\\\\\\\\�\\ �\\\\ \\\\ \\ \\\\ \\\ / // l///%/eA//l�///l//// ll�lllj�lll //1/�i/�l/ll I// /� /// �/ / 1 /
\\ \ \�\ \� \\_ \ \ \ IIIIIIII II 1(1 \ �- ���/i/ / // // / l I / ^° \\ \\\ \\\ \\\ \ \\�\ \ o \\ \ \\\ /� / / // l / J / // '%'j" / / I
\\\ \ \\\ \ -� \ \ \1 I II \ \�.�,---- �/ / / / \ \\\ \�\� \\ems\\\o� \�\ \\\ \\\\\\ \\ \\ \\ /// //////�//oo�,/,// lI/ /// 111 ll/ / //,//�I I ( /// // /� i // --- /
8 1 7 1 6 5 1 4 1 3 1 2

TABLES
Civil & Environmental Consultants, Inc.

Table 1
Piezometer/Well Construction and Water Level Data
Preliminary Design Hydrogeologic Investigation
Phase 5 Expansion Area - Anson Waste Management Facility
CEC Project No. 165-276
March 2018
Well
Date Installed
PWR
Depth
PWR
Elev.
Rock
Depth
Rock
Elev.
Well
Depth
Surface
Elev.
TOC
Elevation
TOS
Depth
BOS
Depth
TOS
Elevation
BOS
Elevation
Sand Pack
Well Seal
W. L. TOC
W. L.
Elevation
W L. TOC
W. L.
Elevation
W L. TOC
W. L.
Elevation
W L. TOC
W. L.
Elevation
5/8/2017
5/8/2017
5/31/2017
5/31/2017
11/29/2017
11/29/2017
12/14/2017
12/14/2017
PZ5-ID
4/21/2017
3.5
312.72
18.5
297.72
42.25
316.22
318.86
29
39
287.22
277.22
3042.25
28-30
36.25
282.61
34.48
284.38
40.65
278.21
40.25
278.61
PZ5-2S
4/7/2017
23.5
264.13
41.5
246.13
41.5
287.63
290.05
31.5
41.5
256.13
246.13
2941.5
27-29
6.72
283.33
6.30
283.75
14.79
275.26
14.45
275.60
PZ5-3S
4/7/2017
28.5
259.1
30
257.60
30
287.60
290.19
20
30
267.60
257.60
18-30
16-18
29.85
260.34
29.65
260.54
DRY
DRY
31.16
259.03
PZ54D
5/1/2017
23.5
296.12
27
292.62
44
319.62
322.05
30
40
289.62
279.62
2844
26-28
36.48
285.57
35.65
286.40
40.25
281.80
40.04
282.01
PZ5-5S
4/7/2017
24.5
258.88
26.5
256.88
26.5
283.38
286.53
16.5
26.5
266.88
256.88
14.5-26.5
12-14.5
15.65
270.88
14.26
272.27
17.71
268.82
17.43
269.10
PZ5-5D
5/3/2017
N/A
N/A
20
263.72
35
283.72
286.69
25
35
258.72
248.72
24-35
22-24
10.80
275.89
11.18
275.51
11.71
274.98
11.73
274.96
PZ5-6S
4/10/2017
N/A
N/A
16
254.22
16
270.22
273.93
6
16
264.22
254.22
5-16
3-5
7.81
266.12
8.08
265.85
DRY
DRY
15.35
258.58
PZ5-6D
4/19/2017
N/A
N/A
16
254.60
30
270.60
273.04
20
30
250.60
240.60
18-30
16-18
5.85
267.19
6.12
266.92
17.45
255.59
16.75
256.29
PZ5-7S
4/5/2017
23.5
300.07
58.5
265.07
58.5
323.57
325.98
48.5
58.5
275.07
265.07
46.5-58.5
44-46.5
48.48
277.50
47.95
278.03
52.51
273.47
52.53
273.45
PZ5-8S
4/5/2017
13.5
275.81
22.7
266.61
22.5
289.31
291.80
12.5
22.5
276.81
266.81
10.5-22.5
8-10.5
18.09
273.71
17.78
274.02
21.95
1269.85
21.76
270.04
PZ5-8D
4/20/2017
N/A
N/A
22.7
265.26
44
287.96
290.76
34
44
253.96
243.96
32-44
30-32
14.60
276.16
14.28
276.48
19.30
271.46
19.26
271.50
PZ5-9D
5/2/2017
18.5
290.95
33.5
275.95
57.5
309.45
311.28
47.5
57.5
261.95
251.95
45-57.5
4245
47.80
263.48
42.45
268.83
52.55
258.73
53.11
258.17
PZ5-IOD
5/2/2017
13.5
326.61
28.5
311.61
75
340.11
342.75
65
75
275.11
265.11
63-75
61-63
77.51
265.24
DRY
DRY
DRY
DRY
DRY
DRY
PZ5-IOD-R
11/28/2017
38.5
303.72
58.5
283.72
90
342.22
345.23
70
90
272.22
252.22
68-90
66-68
N/A
N/A
N/A
N/A
77.36
267.87
77.68
267.55
PZ5-IID
4/19/2017
8.5
306.14
23.5
291.14
37
314.64
316.65
27
37
287.64
277.64
25-37
23-25
40.10
276.55
40.07
276.58
40.08
276.57
40.12
276.53
PZ5-12D
5/4/2017
8.5
271.11
9.5
270.11
42
279.61
282.99
32
42
247.61
237.61
3042
28-30
31.70
251.29
30.23
252.76
31.05
251.94
31.06
251.93
PZ5-13D
4/27/2017
23.5
287.64
33.5
277.64
57.5
311.14
313.56
47.5
57.5
263.64
253.64
45-57.5
43-45
48.86
264.70
48.38
265.18
53.30
260.26
52.32
261.24
PZ5-14S
4/5/2017
13.5
315.4
48.5
280.40
47.5
328.90
331.74
37.5
47.5
291.40
281.40
3547.5
33-35
46.35
285.39
DRY
DRY
DRY
DRY
48.50
283.24
PZ5-14D
11/28/2017
13.5
314.4
47
280.90
70
327.90
330.74
50
70
277.90
257.90
48-70
4648
N/A
N/A
N/A
N/A
53.50
277.24
56.36
274.38
PZ5-15S
4/13/2017
N/A
N/A
33.5
241.29
33.5
274.79
277.45
23.5
33.5
251.29
241.29
21-33.5
19-21
18.87
258.58
17.36
260.09
21.89
255.56
21.85
255.60
PZ5-16D
4/27/2017
23.5
286.06
26.5
283.06
40.5
309.56
311.90
30.5
40.5
279.06
269.06
28.5-40.5
26-28.5
29.64
282.26
29.45
282.45
35.90
276.00
37.35
274.55
PZ5-17S
4/11/2017
28.5
257.68
28.5
257.68
28.5
286.18
289.18
18.5
28.5
267.68
257.68
16-28.5
14-16
19.41
269.77
20.81
268.37
26.41
262.77
26.70
262.48
PZ5-18S
4/12/2017
3.5
256.04
13.5
246.04
13.5
259.54
262.42
3.5
13.5
256.04
246.04
2-13
1-2
12.95
249.47
13.01
249.41
14.76
247.66
13.62
248.80
PZ5-19S
4/10/2017
18.5
272.7
38.5
252.70
38.5
291.20
294.27
28.5
38.5
262.70
252.70
26-38.5
24-26
5.65
288.62
7.06
287.21
12.05
282.22
12.05
282.22
PZ5-20S
4/10/2017
13.5
250.47
19
244.97
20
263.97
ND
10
20
253.97
243.97
8-20
6-8
ART
ART
ART
ART
ART
ART
ART
ART
PZ5-20D
5/3/2017
N/A
N/A
19
245.06
34.5
264.06
ND
24.5
34.5
239.56
229.56
22-34.5
20-22
ART
ART
ART
ART
1.04
264.06
0.90
264.06
PZ5-21S
4/13/2017
23.5
266.28
28.5
261.28
28.5
289.78
292.21
18.5
28.5
271.28
261.28
16.5-28.5
14-16.5
26.87
265.34
26.35
265.86
DRY
DRY
30.98
261.23
PZ5-23D
11/13/2017
18.5
297.5
33.5
282.50
45
316.00
319.11
35
45
281.00
271.00
3345
31-33
N/A
N/A
N/A
N/A
41.05
278.06
40.26
278.85
PZ5-24D
11/13/2017
28.5
277.99
33.5
272.99
44
306.49
309.32
34
44
272.49
262.49
3244
31-33
N/A
N/A
N/A
N/A
37.17
272.15
37.04
272.28
PZ5-25S
11/14/2017
N /A
N/A
48.5
270.35
48.5
318.85
321.75
38.5
48.5
280.35
270.35
36.548.5
34.5-36.5
N/A
N/A
N/A
N/A
47.76
273.99
47.95
273.80
PZ5-26D
11/14/2017
28.5
300.25
33.5
295.25
55
328.75
331.99
40
55
288.75
273.75
38-55
36-38
N/A
N/A
N/A
N/A
46.35
285.64
46.36
285.63
PZ5-27D
11/15/2017
33.5
275.82
33.5
275.82
39.5
309.32
312.13
24.5
39.5
284.82
269.82
22.5-39.5
20.5-22.5
N/A
N/A
N/A
N/A
30.56
281.57
30.14
281.99
MW-13S
4/17/2017
28.5
235.61
33.5
230.61
33.5
264.11
266.61
23.5
33.5
240.61
230.61
21-33.5
19-21
6.60
260.01
6.41
260.20
10.22
256.39
10.25
256.36
MW-14D
4/26/2017
10
284.44
12
282.44
36
294.44
296.49
26
36
268.44
258.44
24-36
22-24
12.15
284.34
13.84
282.65
18.59
277.90
18.55
277.94
MW-15D
4/28/2017
33.5
1 297.33
38.5
292.33
54
330.83
332.92
44
54
286.83
276.83
42-54
4042
27.80
305.12
26.59
306.33
46.81
286.11
39.30
293.62
MW-16S
4/17/2017
28.5
289.12
48.5
269.12
48.5
317.62
320.03
38.5
48.5
279.12
269.12
3648.5
34-36
45.16
274.87
45.50
274.53
DRY
DRY
50.60
269.43
MW-17S
4/18/2017
23.5
273.92
28.5
268.92
28.5
297.42
300.58
18.5
28.5
278.92
268.92
16-28.5
14-16
18.41
282.17
20.95
279.63
DRY
DRY
32.14
268.44
MW-18S
4/14/2017
N/A
N/A
13.5
267.20
13.5
280.70
283.60
3.5
13.5
277.20
267.20
2.5-13.5
1-2.5
3.70
1
279.90
3.81
279.79
9.58
274.02
9.31
274.29
MW-19S
4/14/2017
28.5
292.18
36
284.68
36
320.68
323.02
26
36
294.68
284.68
24-36
22-24
31.85
291.17
32.11
290.91
37.21
285.81
34.95
288.07
MW-20S
4/14/2017
28.5
280.5
33
276.00
33
309.00
311.61
1 23
33
1 286.00
276.00
21-33
19-21
18.10
293.51
16.94
294.67
23.55
288.06
23.23
288.38
PWR = Partially Weathered Rock TOC - Top -of -Well Casing TOS = Top -of -Well Screen BOS = Bottom -of -Well Screen
W. L. = Water Level DRY = No measureable water in well ART = Well under artesian flow at the time of gauging N/A = Not applicable

Table 2
Depth -to -Bedrock and Rock Quality Data
Phase 5 Expansion Area - Anson Waste Management Facility
CEC Project No. 165-276
March 2018
Boring
Ground
Elevation
Drill Method
Auger
Refusal
Boring
Depth
Depth to
PWR
Bedrock
Depth
NQ Core
Run 7
Recovery
RQD
PZ5-ID
316.22
Auger/NQ
Coring
18.5
42.25
3.5
18.5
19.0-24.0
4.50 (90%)
1.05 (21%)
24.0-29.0
5.0 (100%)
3.7 (74%)
29.0-34.0
5.0 (100%)
4.9 (98%)
34.0-39.0
5.0 (100%)
3.6 (72%)
PZ5-2S
287.63
Auger
41.5
43.5
23.5
41.5
PZ5-3S
287.6
Auger
30
31.55
28.5
30
PZ5-4D
319.62
Auger/NQ
Coring
27
43.1
23.5
27
27.5-30.0
2.30 (92%)
1.45 (58%)
30.0-35.0
4.30 (86%)
3.85 (77%)
35.0-40.0
4.85 (97%)
4.50 (90%)
40.0-45.0
4.30 (86%)
3.50 (70%)
PZ5-5S
283.38
Auger
26.5
28.5
24.5
26.5
PZ5-5D
283.72
NQ Coring
20
35
N/A
20
17.0-20.0
2.85 (95%)
2.40 (48%)
20.0-25.0
4.20 (84%)
4.20 (84%)
25.0-30.0
4.60 (92%)
3.40 (68%)
30.0-35.0
4.90 (98%)
4.90 (98%)
PZ5-6S
270.22
Auger
16
19.5
N/A
16
PZ5-6D
270.6
Auger/NQ
Coring
16
30.05
N/A
16
18.5-20.0
1.35 (90%)
1.05 (70%)
20.0-25.0
4.60 (92%)
4.20 (84%)
25.0-30.0
4.70 (94%)
4.20 (84%)
PZ5-7S
323.57
Auger
58.5
61.1
23.5
58.5
PZ5-8S
289.31
Auger
22.7
24.65
13.5
22.7
PZ5-8D
287.96
NQ Coring
22.7
48.2
N/A
22.7
24.0-29.0
4.40 (88%)
2.60 (52%)
29.0-34.0
4.85 (97%)
4.00 (80%)
34.0-39.0
4.40 (88%)
3.50 (70%)
39.0-44.0
4.10 (82%)
3.65 (73%)
PZ5-9D
309.45
ACoringQ
Coring
33.5
59.05
18.5
33.5
32.5-37.5
4.90 (98%)
4.30 (86%)
37.5-42.5
5.00 (100%)
4.95 (99%)
42.5-47.5
5.00 (100%)
4.80 (96%)
47.5-42.5
4.80 (96%)
4.60 (92%)
42.5-47.5
5.00 (100%)
4.75 (95%)
PZ5-IOD
340.11
Auger/NQ
Coring
28 5
77.91
13.5
28.5
30.0-35.0
3.45 (69%)
1.10 (22%)
35.0-40.0
4.85 (97%)
3.10 (62%)
40.0-45.0
4.60 (92%)
3.45 (69%)
45.0-50.0
4.20 (84%)
2.55 (51%)
50.0-55.0
4.30 (86%)
3.85 (77%)
55.0-60.0
3.40 (68%)
2.50 (50%)
60.0-65.0
4.60 (92%)
4.50 (90%)
65.0-70.0
4.70 (94%)
4.00 (80%)
70.0-75.0
4.50 (90%)
3.50 (70%)

Table 2
Depth -to -Bedrock and Rock Quality Data
Phase 5 Expansion Area - Anson Waste Management Facility
CEC Project No. 165-276
March 2018
Boring
Ground
Elevation
Drill Method
Auger
Refusal
Boring
Depth
Depth to
PWR
Bedrock
Depth
NQ Core
Run 7
Recovery
RQD
PZ5-10D-R
Auger/NQ
Coring
58.5
90
38.5
58.5
59.0-60.0
0.80 (80%)
0.50 (50%)
60.0-65.0
4.70 (94%)
2.90 (58%)
65.0-70.0
4.35 (87%)
3.65 (73%)
70.0-75.0
4.75 (95%)
4.70 (94%)
75.0-80.0
4.00 (80%)
3.95 (79%)
80.0-85.0
4.70 (94%)
4.70 (94%)
85.0-90.0
4.60 (92%)
3.00 (60%)
PZ5-11D
314.64
ACoringQ
Coring
23.5
40.3
8.5
23.5
22.0-27.0
4.85 (97%)
4.20 (84%)
27.0-32.0
4.60 (92%)
4.40 (88%)
32.0-37.0
4.75 (95%)
4.45 (89%)
PZ5-12D
279.61
Auger/NQ
Coring
9.5
43.5
8.5
9.5
8.50-12.0
3.40 (97%)
3.00 (86%)
12.0-17.0
4.10 (82%)
1.70 (34%)
17.0-22.0
4.90 (98%)
3.80 (76%)
22.0-27.0
3.50 (70%)
3.20 (64%)
27.0-32.0
4.30 (86%)
1.95 (39%)
32.0-37.0
4.10 (82%)
3.20 (64%)
37.0-42.0
4.25 (85%)
3.75 (75%)
PZ5-13D
311.14
Auger/NQCoring
33.5
59.3
23.5
33.5
34.0-37.5
2.90 (83%)
1.85 (53%)
37.5-42.5
5.00 (100%)
4.70 (94%)
42.5-47.5
4.80 (96%)
4.65 (93%)
47.5-52.5
4.85 (97%)
4.50 (90%)
52.5-57.5
4.70 (94%)
3.60 (72%)
PZ5-14S
328.9
Auger
48.5
48.8
13.5
48.5
PZ5-14D
NQ Coring
46.5
70
13.5
46.5
47.0-50.0
2.90 (96%)
2.45 (81%)
50.0-55.0
4.30 (86%)
3.80 (76%)
55.0-60.0
4.80 (96%)
3.95 (79%)
60.0-65.0
4.25 (85%)
3.30 (66%)
65.0-70.0
5.00 (100%)
5.00 (100%)
PZ5-15S
274.79
Auger
33.5
35.7
N/A
33.5
PZ5-16D
309.56
Auger/NQ
Coring
26.5
42.6
23.5
26.5
26.5-30.5
4.00 (100%)
3.40 (85%)
30.5-35.5
4.60 (92%)
3.05 (61%)
35.5-40.5
5.00 (100%)
4.65 (93%)
PZ5-17S
286.18
Auger
28.5
30
25.5
28.5
PZ5-18S
259.54
Auger
13.5
16.95
3.5
13.5
PZ5-19S
291.2
Auger
38.5
40
18.5
38.5
PZ5-20S
263.97
Auger
19
20
13.5
19

Table 2
Depth -to -Bedrock and Rock Quality Data
Phase 5 Expansion Area - Anson Waste Management Facility
CEC Project No. 165-276
March 2018
Boring
Ground
Elevation
Drill Method
Auger
Refusal
Boring
Depth
Depth to
PWR
Bedrock
Depth
NQ Core
Run
Recovery
RQD
PZ5-20D
264.06
NQ Coring
19
34.3
N/A
19
17.5-19.3
1.05 (58%)
0.95 (53%)
19.3-24.3
4.80 (96%)
4.00 (80%)
24.3-29.3
5.00 (100%)
4.95 (99%)
29.3-34.3
4.90 (98%)
4.80 (96%)
PZ5-21S
289.78
Auger
28.5
31.05
23.5
28.5
PZ5-21D
342.22
Auger/NQ
Coring
58.5
90
23.5
58.5
60-65
4.58 (92%)
2.83 (57%)
65-70
4.42 (88%)
3.71 (74%)
70-75
4.75 (95%)
4.71 (94%)
75-80
4.00 (80%)
3.92 (78%)
80-85
4.71 (94%)
4.71 (94%)
85-90
4.58 (92%)
3.00 (60%)
PZ5-23D
Auger/NQ
Coring
33.5
45
18.5
33.5
34.0-35.0
1.00 (100%)
1.00 (100%)
35.0-37.0
1.90 (95%)
2.40 (80%)
37.0-40.0
2.80 (93%)
2.70 (90%)
40.0-45.0
4.80 (96%)
4.80 (96%)
PZ5-24D
Auger/NQ
Coring
33.5
44
28.5
33.5
34.0-39.0
3.50 (70%)
1.90 (38%)
39.0-44.0
4.00 (80%)
2.00 (40%)
PZ5-25S
Auger
48.5
48.5
48.5
48.5
PZ5-26D
Auger/NQ
Coring
33.5
55
28.5
33.5
34.0-35.0
0.35 (35%)
0.35 (35%)
35.0-40.0
4.40 (88%)
4.00 (80%)
40.0-45.0
4.70 (94%)
2.90 (83%)
45.0-50.0
5.00 (100%)
3.40 (68%)
50.0-55.0
4.95 (99%)
4.80 (96%)
PZ5-27D
Auger/NQ
Coring
33.5
39.5
28.5
33.5
30.0-34.5
1.80 (45%)
3.40 (75%)
34.5-39.5
4.80 (96%)
2.60 (52%)
MW-13S
264.11
Auger
33.5
35.8
28.5
33.5
MW-14D
294.44
Auger/NQ
Coring
12
35.4
10
12
12.0-16.0
4.00 (100%)
4.00 (100%)
16.0-21.0
5.00 (100%)
5.00 (100%)
21.0-26.0
5.00 (100%)
3.80 (76%)
26.0-31.0
5.00 (100%)
5.00 (100%)
31.0-36.0
4.85 (97%)
4.85 (100%)
MW-15D
330.83
oring
ACoringQ
C
38.5
57.65
33.5
38.5
39.0-44.0
5.00 (100%)
2.00 (40%)
44.0-49.0
5.00 (100%)
2.75 (55%)
49.0-54.0
5.00 (100%)
1.80 (36%)
MW-16S
317.62
Auger
48.5
49.65
28.5
48.5
MW-17S
297.42
Auger
28.5
30
23.5
28.5
MW-18S
280.7
Auger
13.5
16.1
N/A
13.5
MW-19S
320.68
Auger
36
38.45
28.5
36
MW-20S
309
Auger
33
35.85
28.5
33
PWR = Partially Weathered Rock RQD = Rock Quality Designation (Measured in Feet)

Table 3
Historical Water Level Data
Existing Landfill Detection Monitoring Well Network
Design Hydrogeologic Investigation
Phase 5 Expansion Area - Anson Waste Management Facility
CEC Project No.165-276
March 2018
Well
Well
Depth
TOC
Elevation
Max. W. L.
Elev. from
2001 and
2015 *
Date
Observed
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
W. L.
TOC
W. L.
Elevation
11/16/09
11/16/09
12/13/10
12/13/10
4/16/12
4/16/12
4/15/13
4/15/13
10/14/13
10/14/13
10/28/14
10/28/14
4/20/15
1 4/20/15
10/22/15
10/22/15
4/4/16
4/4/16
10/20/16
10/20/16
4/26/17
4/26/17
10/24/17
10/24/17
Shallow Wells
MW-2S
22.5
318.00
304.99
4/20/15
15.45
302.55
18.35
299.65
14.39
303.61
13.75
304.25
14.39
303.61
16.40
301.60
13.01
304.99
14.44
303.56
12.67
305.33
14.50
303.50
14.22
303.78
17.35
300.65
MW-3S
38.8
295.87
292.09
4/20/15
12.60
283.27
13.45
282.42
10.33
285.54
5.31
290.56
9.30
286.57
9.07
286.80
3.78
292.09
6.71
289.16
5.39
290.48
8.71
287.16
7.18
288.69
9.36
286.51
MW-4S
43.6
294.29
286.05
4/20/15
15.75
278.54
15.18
279.11
14.52
279.77
12.49
281.80
12.39
281.90
11.01
283.28
8.24
286.05
10.10
284.19
8.56
285.73
10.12
284.17
9.41
284.88
11.66
282.63
MW-5S
40.5
282.15
275.95
4/20/15
12.73
269.42
12.57
269.58
11.38
270.77
9.48
272.67
9.46
272.69
8.25
273.90
6.20
275.95
7.51
274.64
5.39
276.76
6.82
275.33
6.39
275.76
8.17
273.98
MW-8S
35.5
311.85
299.64
5/5/03
19.63
292.22
19.96
291.89
19.68
292.17
17.34
294.51
17.71
294.14
19.76
292.09
16.61
295.24
19.16
292.69
16.32
295.53
19.94
291.91
19.34
292.51
21.78
290.07
MW-9
27.7
274.58
NM
N/A
N/A
N/A
N/A
N/A
15.61
258.97
18.42
256.16
16.57
258.01
14.55
260.03
16.75
257.83
14.92
259.66
13.92
260.66 1
15.42
259.16
14.81
259.77
16.04
258.54
Deep Wells
MWAD
17.2
309.69
293.95
5/5/03
20.60
289.09
21.46
288.23
20.75
88.94
17.77
291.92
20.11
289.58
22.35
287.34
16.82
292.87
21.16
288.53
18.02
291.67
22.56
287.13
20.43
289.26
19.10
290.59
MW-2D
30.0
317.74
305.37
5/l/07
19.45
298.29
19.13
298.61
17.7200.02
17.30
300.44
17.02
300.72
18.71
299.03
16.06
301.68
17.78
299.96
14.95
302.79
17.31
300.43
15.58
302.16
19.19
298.55
MW-3D
30.5
295.60
289.51
4/20/15
13.41
282.19
13.33
282.27
11.9283.68
r270.93
9.74
285.86
9.60
286.00
9.00
286.60
6.09
289.51
6.12
289.48
6.11
289.49
8.87
286.73
7.88
287.72
10.31
285.29
MW-4D
15.0
294.16
285.48
4/20/15
16.03
278.13
15.68
278.48
15.2678.90
13.17
280.99
12.85
281.31
11.23
282.93
8.68
10.31
283.85
8.72
285.44
10.22
283.94
9.73
284.43
11.91
282.25
MW-5D
30.2
281.94
276.26
4/20/15
12.10
269.84
12.31
269.63
11.01
9.01
272.93
9.14
272.80
8.01
273.93
5.68
276.26
7.21
274.73
5.26
276.68
6.67
275.27
5.11
276.83
8.19
273.75
MW-8D
15.8
311.61
297.60
5/5/03
20.04
291.57
20.64
290.97
18.62
292.99
15.79
295.82
16.99
294.62
19.68
291.93
16.02
295.59
18.52
293.09
15.85
295.76
19.32
292.29
18.85
292.76
2.89
308.72
W. L. = Water Level TOC - Top -of -Well Casing
Note 1: TOC elevations from Table 1 of the Baseline Sampling Report dated June 2011 by Almes & Associates, Inc. except MW-9 provided by Lawrence
Associates.
Note 2: Depth -to -water measurements collected by Prism Laboratories, Inc. (2009 to 2014) or S&ME in the indicated month and year.
* Data from SCS Engineers Design Hydrogeologic Investigation Report - Anson Waste Management Facility Phase 3 and 4, October 5, 2015.
4/20/15 W.L. -
4/26/17 W.L.
4/4/16 W.L. -
4/26/17 W.L.
Diff
GM
Diff.
I GM
1.21
173
1.55
1.36
3.40
1.79
1.17
0.85
0.19
1.00
2.4
3.02
1.9.30
0.89
Diff. = Difference
G.M. = Geometric Mean

APPENDIX A
PHASE 5 BORING LOGS
Civil & Environmental Consultants, Inc.

Civil & Environmental Consultants, Inc. BORING NUMBER MW-13S
PAGE 1 OF 2
,H�� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/17/17 COMPLETED 4/17/17 GROUND ELEVATION 264.11 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 6.2 ft / Elev 257.9 ft
NOTES 528hrs AFTER DRILLING 6.6 ft / Elev 257.5 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
o
>-
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
❑ FINES CONTENT (%) ❑
20 40 60 80
260
Light brown to orange clayey SILT, dry, soft, (RESIDUAL SOIL)
Dark red to gray SILT, dry, dense, (RESIDUAL SOIL)X
Dark red to dark gray SILT, dry, hard, (WEATHERED ROCK)
Dark red SILT, moist-, hard, (WEATHERED ROCK)
Gray sandy SILT, moist-, hard, (WEATHERED ROCK)
Dark gray to dark red SILT, moist-, dense, (WEATHERED ROCK)
Dark gray to dark red SILT, wet, hard, Wet split spoon.,
(WEATHERED ROCK)
5
SS
1
100
2-1-1
(2)
SS
2
83
9-16 30
(46)
255
10
SS
3
15
24-50-2
(52)
250
15
SS
4
55
32-50-4
(54)
245
20
SS
5
15
50-5
240
25
SS
6
43
24-13-29
(42)
235
30
SS
7
20
50-3
230
-M
35
___F_Dark
gray ROCK FRAGMENTS, wet, hard, (ROCK)
n
SS
_T7
(Continued Next Page)

BORING NUMBER MW-13S
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 z
20 40 60 80
w
<
El FINES CONTENT (%) El
35
20 40 60 80
Bottom of boring at 35.8 feet.

BORING NUMBER MW-14D
& Environmental Consultants, Inc.
PAGE 1 OF 2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/3/17 COMPLETED 4/26/17 GROUND ELEVATION 294.44 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 12.0 ft / Elev 282.4 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (12' bgs). Core to water table. 288hrs AFTER DRILLING 12.2 ft / Elev 282.3 ft
w
o
A SPT N VALUE A
p
U
=
}
U w
20 40 60 80
PLMC �L
~
>
o_ OO
MATERIAL DESCRIPTION
a
Lu
J
w 0
p? Q
Q�
0
wv
o-D
O-
U
MO>
20 40 60 80
El FINES CONTENT (%) El
w
2Z
<
W
UZ
0
20 40 60 80
Red to brown clayey SILT, dry, soft, (RESIDUAL SOIL)
SS
2-2-2
1
100
(4)
290
Graytobrown mottled SILT, dry, stiff, Slaty cleavage., (RESIDUAL
5X
SS
2
100
6-10 16
(26)
285
Gray to tan mottled SILT, dry, hard, Mn staining., (WEATHERED
ROCK)
10
SS
31-50-5
3
33
(55)
- Gray ROCK FRAGMENTS, dry, hard, (ROCK)
SS
0
50-0
280
15
4
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone.
NQ
100
1
(100)
275
20
Gray SILTSTONE, fresh, massive, Semi -competent rock with horizontal
fractures.
NQ
100
270
25
2
(100)
Gray SILTSTONE, moderately weathered, slightly broken, massive,
Semi -competent rock with horizontal fractures.
NQ
100
265
30
3
(76)
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone.
NQ
100
260
35
4
(100)
(Continued Next Page)

BORING NUMBER MW-14D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 z
20 40 60 80
w
<
w
ElFINES CONTENT (%) El
35
co
20 40 60 80
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone.
Bottom of boring at 35.4 feet.
NQ
97
5
(97)

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER MW-15D
��� 1900 A Center Park Drive PAGE 1 OF 2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/28/17 COMPLETED 4/28/17 GROUND ELEVATION 330.83 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 38.5 ft / Elev 292.3 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES 240hrs AFTER DRILLING 27.8 ft / Elev 303.0 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
o
>-
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
❑ FINES CONTENT (%) ❑
20 40 60 80
330
Tan to gray sandy SILT, dry, hard, (WEATHERED ROCK)
325
Yellow to tan to orange mottled SILT, with sandy, silt dry, hard,
5
SS
1
10
50-4
320
(WEATHERED ROCK)
Tan to gray sandy SILT, dry, dense, (WEATHERED ROCK)
10
SS
2
100
39-50 2
(52)
315
Tan sandy SILT, with rock fragments, dry, dense, (WEATHERED
15
SS
3
100
14-32-50-2
(82)
310
ROCK)
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
20
SS
4
10
50-2
305
25
SS
5
0
50-2
Tan to gray cemented SILT, dry, hard, (WEATHERED ROCK)
300
Tan to gray cemented SILT, dry, hard, (WEATHERED ROCK)
30
SS
6
7
37-36-50-4
(86)
35
SS
(Continued Next Page)

BORING NUMBER MW-15D
& Environmental Consultants, Inc.
PAGE 2OF2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
=
}
U) w
20 40 60 80
PL LL
~
>
o O
MATERIAL DESCRIPTION
a
Lu
J
w 0
0? Q
Q�
wv
o-5
0-
m0>
20 40 60 80
0
2 Z
0
0 Z
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
295
50-0
Tan to gray cemented SILT, dry, hard, (WEATHERED ROCK)
40
SS
0
50-0
45
290
Gray SILTSTONE, moderately weathered, slightly broken, massive,
8
Very fractured to competent gray siltstone with high angle and
285
sub -horizontal fractures.
NQ
100
1
(40)
Gray SILTSTONE, slightly weathered, massive, Semi -competent gray
50
siltstone with mostly sub -horizontal fractures.
280
NQ
100
2
(55)
Gray SILTSTONE, fresh, broken, massive, Competent gray siltstone
55
but highly fractured sub -horizontal and vertically.
275
NQ
100
3
(36)
Bottom of boring at 57.7 feet.

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER MW-16S
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/17/17 COMPLETED 4/17/17 GROUND ELEVATION 317.62 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 47.8 ft / Elev 269.8 ft
NOTES 504hrs AFTER DRILLING 45.2 ft / Elev 272.5 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
o
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
315
Orange to tan to black SILT, dry, soft, (RESIDUAL SOIL)
SS
1
100
3-4-4
(8)
SGray
OIL) o tan to red SILT, trace rock fragments, dry, stiff, (RESIDUAL
5
SS
2
88
10-12-12
(24)
310
Orange to white SILT, trace rock fragments, dry, soft, (RESIDUAL
SOIL)
10
SS
3
87
15-15-19
(34)
305
Orange to white to red SILT, trace rock fragments, moist-, soft,
(RESIDUAL SOIL)
15
SS
4
87
6-7-6
(13)
300
Orange to white to red SILT, trace rock fragments, moist-, soft,
(RESIDUAL SOIL)
20
SS
5
57
5-7-14
(21)
295
Tan to gray to orange SILT, dry, soft, (RESIDUAL SOIL)
25
SS
6
57
3-10-12
(22)
290
Orange to gray SILT, dry, hard, Black streaks present.,
(WEATHERED ROCK)
30
SS
7
20
50-6
285
Light gray cemented SILT, trace rock fragments, dry, dense,
WSS
(WEATHERED ROCK)
35
(Continued Next Page)

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER MW-16S
��� 1900 A Center Park Drive PAGE 2OF2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
p
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
35
w
Lu
J
o-D
2Z
<
co
o
}
w 0
O-
U
U) w
p? Q
MO>
UZ
A SPT N VALUE A
20 40 60 80
PLMC LL
20 40 60 80
ElFINES CONTENT (%) El
20 40 60 80
280
Light gray to orange SILT, dry, dense, (WEATHERED ROCK)
40
SS
9
20
50-6
275
Light gray to tan SILT, moist, dense, (WEATHERED ROCK)
45
10
10
50-4
270
1
Tan cemented SILT, trace rock fragments, wet, hard, Wet split
spoon., (ROCK)
Bottom of boring at 49.7 feet.
S
10
50-2

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER MW-17S
��� 1900 A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/18/17 COMPLETED 4/18/17 GROUND ELEVATION 297.42 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 26.9 ft / Elev 270.5 ft
NOTES 7-480hrs AFTER DRILLING 18.4 ft / Elev 279.0 ft
0
~
>
w
U
o O
w
0
MATERIAL DESCRIPTION
=
a
w v
0
w
Lu
J
a 5
2 Z
<
CO
o
}
w 0
0-
0
w
U) w
0? Q
m 0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
ElFINES CONTENT (%) El
20 40 60 80
295
Orange SILT, dry, soft, (RESIDUAL SOIL)
K�js
100
2-1-2
(3)
Orange SILT, dry, dense, (WEATHERED ROCK)
5
X
SS
2
38
21-35-38
(73)
290
Tan SILT, trace rock fragments, dry, dense, (WEATHERED ROCK)
10
SS
F3
87
14-16-29
(45)
285
Tan cemented SILT, dry, dense, (WEATHERED ROCK)
15
SS
4
57
35-40-50
(90)
280
Tan cemented SILT, trace rock fragments, dry, dense,
(WEATHERED ROCK)
20
LS5S26-30
43
42
(72)
275
Tan cemented SILT, trace rock fragments, dry, dense,
(WEATHERED ROCK)
25
SS
6
10
50-1
270
=
Tan ROCK FRAGMENTS, moist-, hard, (ROCK)
Bottom of boring at 30.0 feet.
30
LSS
0
50 0

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER MW-18S
��� 1900 A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/14/17 COMPLETED 4/14/17 GROUND ELEVATION 280.70 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 3.3 ft / Elev 277.4 ft
NOTES 576hrs AFTER DRILLING 3.7 ft / Elev 277.0 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
Lu
J
o-5
2 Z
<
o
}
w 0
0-
0
W
U) w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
280
Light brown sandy SILT, wet, soft, (RESIDUAL SOIL)
KSS
1
100
1-1-2
(3)
Tan to orange SILT, wet, soft, (RESIDUAL SOIL)
5
SS
2
100
1-4-4
(8)
275
Light gray CLAY, wet, soft, (RESIDUAL SOIL)
270
------------------------------
Gray ROCK FRAGMENTS, wet, hard, (ROCK)
10
SS
3
100
5-5-8
(13)
265
Bottom of boring at 16.1 feet.
15
SS
4
0
50-0

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER MW-19S
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/14/17 COMPLETED 4/14/17 GROUND ELEVATION 320.68 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 35.9 ft / Elev 284.8 ft
NOTES 576hrs AFTER DRILLING 31.9 ft / Elev 288.8 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-5
2 Z
<
o
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
320
Orange SILT, trace rock fragments, dry, soft, (RESIDUAL SOIL)
SS
1
100
2-3-4
(7)
Tan to gray cemented SILT, moist-, dense, (WEATHERED ROCK)
SS
13-32-50-5
5
2
100
(82)
315
Tan to gray cemented SILT, moist-, dense, (WEATHERED ROCK)
310
Tan to gray cemented SILT, moist-, dense, (WEATHERED ROCK)
10
SS
3
33
31-50-3
(53)
AL
305
Tan to gray to red cemented SILT, moist-, dense, (WEATHERED
15
SS
4
0
50-4
300
ROCK)
Tan to orange gravelly SILT, with rock fragments, moist-, hard,
20
SS
5
20
25-50-4
(54)
295
(WEATHERED ROCK)
Tan to orange gravelly SILT, with rock fragments, moist-, hard,
25
SS
6
20
30 50 4
(54)
290
(WEATHERED ROCK)
17
30
SS
7
20
50-6
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
35
SS
(Continued Next Page)

BORING NUMBER MW-19S
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
MATERIAL DESCRIPTION
w v
J
0�
w
0
o
2Z
U
m 0>
UZ
20 40 60 80
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
285
1
Tan ROCK FRAGMENTS, dry, hard, (ROCK)
SS
0
50-0
9
Bottom of boring at 38.5 feet.

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER MW-20S
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/14/17 COMPLETED 4/14/17 GROUND ELEVATION 309.00 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 18.7 ft / Elev 290.3 ft
NOTES 576hrs AFTER DRILLING 18.1 ft / Elev 290.9 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-5
2 Z
<
o
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
305
Orange to tan clayey SILT, trace rock fragments, dry, soft,
(RESIDUAL SOIL)
Orange SILT, dry, soft, (RESIDUAL SOIL)
Gray to orange clayey SILT, dry, hard, (WEATHERED ROCK)
Dark gray to orange cemented SILT, dry, hard, (WEATHERED
ROCK)
1 Light gray sandy SILT, moist, soft, (RESIDUAL SOIL)
Dark red to light gray SILT, moist-, soft, (RESIDUAL SOIL)
Orange to gray sandy SILT, moist, hard, (WEATHERED ROCK)
Orange to gray SILT, with rock fragments, wet, hard, Wet split
spoon., (ROCK)
5
SS
1
100
2-3-3
(6)
X2
SS
100
6-8-11
(19)
300
10
SS
3
100
11-8-12
(20)
295
15
SS
4
33
15-32-46
(78)
290
20
SS
5
80
22-24-20
(44)
285
25
SS
6
50
8-27-50-3
(77)
280
30
SS
7
20
50-2
275
35
SS
10
50-0
(Continued Next Page)

BORING NUMBER MW-20S
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 z
20 40 60 80
w
<
w
ElFINES CONTENT (%) El
35
co
20 40 60 80
Bottom of boring at 35.9 feet.

BORING NUMBER PZ5-1 D
& Environmental Consultants, Inc.
PAGE 1 OF 2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/10/17 COMPLETED 4/21/17 GROUND ELEVATION 316.22 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 18.5 ft / Elev 297.7 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (18.5' bgs). Core to water table. 7-408hrs AFTER DRILLING 36.3 ft / Elev 280.0 ft
w
o
A SPT N VALUE A
0
U
=
}
>-
U w
20 40 60 80
PL �L
~
>
o_ OO
MATERIAL DESCRIPTION
a
Lu
J
w 0
0 ? Q
Q�
0
wv
a5
0-
m0>
20 40 60 80
El FINES CONTENT (%) El
w
2 Z
<
0
W
0 Z
0
20 40 60 80
315
Tan to orange coarse to medium SILT, trace rock fragments, dry,
SS
4-6 11
stiff, (RESIDUAL SOIL)
1
100
(17)
Tan fine to medium SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
5
SS
2
8
50-5
310
Tan fine to medium SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
10
SS
3
0
50-1
305
Tan fine to medium SILT, some rock fragments, dry, hard,
(WEATHERED ROCK)
15
SS
4
0
50-1
300
17 -----------------------------
Tan fine SILT, and rock fragments, dry, hard, (ROCK)
20
SS
0
50-0
5
295
Tan to gray SILTSTONE, moderately weathered, slightly broken,
25
massive, Vertical and sub -horizontal highly fractured rock with FeMn
290
staining.
NQ
90
1
(21)
Tan to gray SILTSTONE, moderately weathered, slightly broken,
30
massive, Competent rock with high angle and sub -horizontal fractures.
285
Color change to gray at 28' bgs.
NQ
100
2
(74)
Gray to tan SILTSTONE, slightly weathered, massive, Weathered on
35
(Continued Next Page)

BORING NUMBER PZ5-1 D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0-
0
o-5
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
surface to tan. Medium sub -horizontal fractures with staining in
280
y fractures. One large quartz filled fracture.
_
NQ
100
3
(98)
" "
`Gray to tan SILTSTONE, slightly weathered, broken, massive _ _
40
275
NQ
100
4
(72)
Bottom of boring at 42.3 feet.

Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-2S
PAGE 1 OF 2
,H�� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/7/17 COMPLETED 4/7/17 GROUND ELEVATION 287.63 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 6.9 ft / Elev 280.7 ft
NOTES 744hrs AFTER DRILLING 6.7 ft / Elev 280.9 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-5
2 Z
<
o
>-
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
❑ FINES CONTENT (%) ❑
20 40 60 80
285
Brown SILT, moist, Organic material, (RESIDUAL SOIL)
Ts's
100
2-1-1
(2)
Tan to orange to red SILT, with saprolite, dry, soft, Saprolitic gray
layers, (RESIDUAL SOIL)
5
X2S
100
5 7-10
(17)
280
Tan to gray SILT, with saprolite, dry, stiff, (RESIDUAL SOIL)
10
SS
3
100
11-16-18
(34)
275
Orange to tan sandy SILT, dry, dense, (WEATHERED ROCK)
15
SS
4
60
44-50-1
(51)
270
Orange to black silty SAND, and silty, clay moist, dense,
(WEATHERED ROCK)
20
SS
5
50
37-50 3
(53)
265
Dark gray SANDSTONE FRAGMENTS, moist-, dense,
(WEATHERED ROCK)
25
SS
6
33
50 5
260
Dark gray SANDSTONE FRAGMENTS, moist-, hard, (WEATHERED
ROCK)
30
SS
7
33
50-4
255
Dark gray to pink SANDSTONE FRAGMENTS, dry, hard,
(WEATHERED ROCK)
35
SS
(Continued Next Page)

BORING NUMBER PZ5-2S
& Environmental Consultants, Inc.
PAGE 2OF2
fff—J—A—Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
>-
U w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0-
0
o-5
2Z
U
m0>
UZ
20 40 60 80
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
250
Light gray cemented SANDSTONE FRAGMENTS, dry, hard,
(WEATHERED ROCK)
40
SS
9
0
50-2
Light gray SANDSTONE, wet, hard, Wet spoon, (ROCK)
245
SS
0
50-0
10
Bottom of boring at 43.5 feet.

fl—j—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-3S
PAGE 1 OF 1
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/7/17 COMPLETED 4/7/17 GROUND ELEVATION 287.60 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 28.9 ft / Elev 258.7 ft
NOTES 744hrs AFTER DRILLING 29.9 ft / Elev 257.8 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-5
2 Z
<
o
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
285
Orange to tan silty CLAY, dry, loose, (RESIDUAL SOIL)
KSjs
100
3-3-4
(7)
Red to orange SILT, dry, stiff, (RESIDUAL SOIL)
5
SS
2
100
6-9-13
(22)
280
Dark red SILT, dry, stiff, (RESIDUAL SOIL)
10
SS
3
100
4-6-10
(16)
275
Red to tan SILT, trace sandstone fragments, dry, dense,
(WEATHERED ROCK)
15
SS
4
100
2-13-25
(38)
270
Light brown SILT, dry, hard, (WEATHERED ROCK)
20
SS
5
100
9-21-50-4
(71)
265
Light brown to orange SILT, trace sandstone fragments, moist,
dense, (WEATHERED ROCK)
25
SS
6
100
21-21-26
(47)
260
1 Light gray to pink SILT, trace sandstone fragments, dry, hard,
- (WEATHERED ROCK)____________________
Light gray SANDSTONE, dry, hard, (ROCK)
30
SS
7
50
6-50-3
53
Bottom of boring at 31.6 feet.
SS
17
50-0
8

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-4D
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/4/17 COMPLETED 5/1/17 GROUND ELEVATION 319.62 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 27.0 ft / Elev 292.6 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (27' bgs). Core to water table. 7-168hrs AFTER DRILLING 36.5 ft / Elev 283.1 ft
0
~
>
w
U
o_ OO
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
o
>-
w 0
0-
0
W
U w
0 ? Q
m0>
0 Z
A SPT N VALUE A
20 40 60 80
PL �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Pink to red SILT, dry, loose, Three inches of organic sandy silt,
(RESIDUAL SOIL)
KSS
1
100
3-3-4
(7)
315
Yellow to tan to gray SILT, dry, medium dense, (RESIDUAL SOIL)
5
2S
100
5-1319
(32)
310
Pink to tan mottled SILT, dry, dense, (WEATHERED ROCK)
10
SS
3
100
9-16-24
(40)
305
Gray cemented SILT, some rock fragments, dry, hard,
(WEATHERED ROCK)
15
SS
4
50
39-50-3
(53)
300
Gray cemented SILT, some rock fragments, dry, hard,
(WEATHERED ROCK)
20
SS
5
33
34-50-1
(51)
295
Gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
25
SS
6
0
50-2
-----------------------------
Gray ROCK FRAGMENTS, dry, hard, (ROCK)
SS
7
0
50-0
290
30
Tan SILTSTONE, slightly weathered, slightly broken, massive, Vertical
with sub -horizontal fractures and angled bedding. FeMn staining in
NQ
92
between fractures.
1
(58)
285
35
(Continued Next Page)

BORING NUMBER PZ5-4D
- ` Civil & Environmental Consultants, Inc.
,-
1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
o_
=
a
w 0
0 ? Q
PL LL
>
OO
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
aD
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Tan SILTSTONE, moderately weathered, slightly broken, massive,
Semi -competent rock with sub -horizontal fractures
NQ
86
2
(77)
280
40
Gray SILTSTONE, fresh, massive, Competent rock with horizontal
fractures.
NQ
97
3
(90)
Gray SILTSTONE, moderately weathered, slightly broken, massive,
---------------------------------
Semi -competent rock with sub -horizontal fractures. FeMn staining in
between fractures.
Bottom of boring at 43.1 feet.
NQ
86
4
(70)

BORING NUMBER PZ5-5S
& Environmental Consultants, Inc.
PAGE 1 OF 1
fff—J—A—Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/7/17 COMPLETED 4/7/17 GROUND ELEVATION 283.38 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 10.5 ft / Elev 272.9 ft
NOTES 744hrs AFTER DRILLING 15.7 ft / Elev 267.7 ft
w
o
A SPT N VALUE A
0
U
=
}
U) w
20 40 60 80
PL LL
~
>
o O
MATERIAL DESCRIPTION
a
Lu
J
w 0
0? Q
Q�
0
wv
o-5
0-
m0>
20 40 60 80
El FINES CONTENT (%) El
w
2 Z
<
0
W
0 z
0
20 40 60 80
Dark brown silty CLAY, moist, soft, (RESIDUAL SOIL)
SS
2-1-1
1
100
(2)
280
Light ray to orange cemented SILT, dry, very dense, (WEATHERED
ROCK)
SS
38 45 50 4
5
2
100
(95)
275
Light gray SAND AND ROCK FRAGMENTS, dry, hard,
(WEATHERED ROCK)
10
SS
1
3
0
50-1
270
Light gray SAND AND ROCK FRAGMENTS, dry, hard,
(WEATHERED ROCK)
15
SS
17
4
0
501
265
Gray to orange silty SAND AND ROCK FRAGMENTS, wet, hard,
(WEATHERED ROCK)
20
SS
8-17-21
5
77
(38)
260
Light gray cemented SILT, with rock fragments, wet, hard, Wet split
spoon, (WEATHERED ROCK)
25
SS
14-11-50-6
6
50
(61)
------------------------------
Dark gray ROCK FRAGMENTS, wet, hard, (ROCK)
255
Bottom of boring at 28.5 feet.
�S
0
50-0

BORING NUMBER PZ5-5D
& Environmental Consultants, Inc.
PAGE 1 OF 2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 5/3/17 COMPLETED 5/3/17 GROUND ELEVATION 283.72 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 17.0 ft / Elev 266.7 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES 7-120hrs AFTER DRILLING 10.8 ft / Elev 272.9 ft
w
o
A SPT N VALUE A
0
U
}
U w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
¢�
MATERIAL DESCRIPTION
wv
J
0-
�
a5
2Z
U
m0>
0Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
0
20 40 60 80
280
5
275
10
270
15
Q
265
20
Tan SILTSTONE, completely weathered, very broken, massive, Highly
fractured rock with vertical and sub -horizontal fractures.
NQ
95
1
(80)
260
25
Tan SILTSTONE, slightly weathered, massive, Medium to
sub -horizontal fractures.
NQ
84
2
(84)
255
30
Tan SILTSTONE, completely weathered, very broken, massive, Highly
fractured rock with vertical and sub -horizontal fractures.
NQ
92
3
(68)
250
35
(Continued Next Page)

BORING NUMBER PZ5-5D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
20 40 60 80
Tan to gray SILTSTONE, fresh, massive, Highly competent rock with
horizontal fractures. Color change to gray at 32' bgs.
Bottom of boring at 35.0 feet.
NQ
98
4
(98)

BORING NUMBER PZ5-6S
& Environmental Consultants, Inc.
PAGE 1 OF 1
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/10/17 COMPLETED 4/10/17 GROUND ELEVATION 270.22 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 8.0 ft / Elev 262.3 ft
NOTES 672hrs AFTER DRILLING 7.8 ft / Elev 262.4 ft
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
MATERIAL DESCRIPTION
w v
J
0-
w
0
a 5
2 Z
0
m 0>
0 z
20 40 60 80
w
<
w
El FINES CONTENT (%) El
0
1
1 20 40 60 80
Tan to orange SILT, dry, loose, (RESIDUAL SOIL)
SS
2-3-5
1
100
(8)
Gray to tan to orange SILT, dry, stiff, (RESIDUAL SOIL)
X
SS
100
9-10 14
265
5
2
(24)
Gray to tan to orange SILT, moist-, stiff, (RESIDUAL SOIL)
260
10
SS
3
100
5-10-9
(19)
Orange to tan SILT, trace rock fragments, moist-, dense,
(WEATHERED ROCK)
15
SS
4-19-21
255
4
100
(40)
------------------------------
Tan ROCK FRAGMENTS, moist-, hard, (ROCK)
0
50-1
5
5
Bottom of boring at 19.5 feet.

=AIVAAV Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-613
1900-A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/19/17 COMPLETED 4/19/17 GROUND ELEVATION 270.60 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 16.0 ft / Elev 254.6 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES 7-480hrs AFTER DRILLING 5.9 ft / Elev 264.8 ft
0
~
>
�
w
U
o O
¢�
MATERIAL DESCRIPTION
=
a
wv
0
w
J
o-5
2Z
<
o
}
w 0
0-
U
W
U) w
0? Q
m0>
0z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
270
5
265
10
260
15
255
20
250
Tan SILTSTONE, slightly weathered, slightly broken, massive
NQ
1
323
(257)
25
245
Tan SILTSTONE, slightly weathered, moderately broken, massive
NQ
92
2
(84)
30
Tan SILTSTONE, slightly weathered, slightly broken, massive
Bottom of boring at 30.1 feet.
NQ
94
3
(84)

BORING NUMBER PZ5-7S
& Environmental Consultants, Inc.
PAGE 1 OF 2
fl—j—A—Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/5/17 COMPLETED 4/5/17 GROUND ELEVATION 323.57 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS 1 AT END OF DRILLING 47.1 ft / Elev 276.5 ft
NOTES 792hrs AFTER DRILLING 48.5 ft / Elev 275.1 ft
w
o
A SPT N VALUE A
0
U
}
U w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0-
0
a5
2 Z
0
m0>
0 z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
0
20 40 60 80
Light brown to yellow SILT, dry, soft, (RESIDUAL SOIL)
SS
4-4-5
1
100
(9)
320
Tan to gray SILT, dry, soft, (RESIDUAL SOIL)
SS
100
13-17-29
5
2
(46)
315
Blueish gray to tan to red SILT, dry, stiff, (RESIDUAL SOIL)
10
SS
25
28-50-5
3
(55)
310
Blueish gray to tan cemented SILT, dry, hard, (WEATHERED ROCK)
15
SS
13
50-6
4
305
Light gray cemented SILT, with rock fragments, dry, hard,
(WEATHERED ROCK)
20
SS
34-50-3
5
10
(53)
300
Light gray cemented SILT, with rock fragments, dry, hard,
(WEATHERED ROCK)
25
SS
6
10
50-4
295
Light gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
30
L7
50-5
290
Tan to gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
MSS
35
(Continued Next Page)

BORING NUMBER PZ5-7S
& Environmental Consultants, Inc.
PAGE 2OF2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
=
}
U) w
20 40 60 80
PL LL
~
>
o O
MATERIAL DESCRIPTION
a
Lu
J
w 0
0? Q
Q�
wv
o-5
0-
m0>
20 40 60 80
0
2Z
U
UZ
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
285
Tan to gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
40
SS
3
50-1
9
280
Light brown ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
45
SS
3
50-1
10
i
275
17
Light gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
50
SS
0
50-1
11
270
Light gray ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
55
SS
0
50-0
12
265
Light gray ROCK FRAGMENTS, moist-, hard, (ROCK)
60
SS
0
50-0
13
Bottom of boring at 61.1 feet.

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-8S
��� 1900 A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/5/17 COMPLETED 4/5/17 GROUND ELEVATION 289.31 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 16.6 ft / Elev 272.8 ft
NOTES 792hrs AFTER DRILLING 18.1 ft / Elev 271.2 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
Lu
J
a5
2 Z
<
o
}
w 0
0-
0
W
U) w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Red to orange silty CLAY, dry, soft, (RESIDUAL SOIL)
SS
1
100
3-3-3
(6)
285
Yellow to tan to orange SILT, dry, soft, (RESIDUAL SOIL)
5
SS
2
100
8-13 18
(31)
280
Yellow to tan to red SILT, dry, soft, (RESIDUAL SOIL)
10
SS
3
100
34-43-47
(90)
275
Tan silty GRAVEL, dry, hard, (WEATHERED ROCK)
15
SS
4
0
50-1
i
270
Red to tan silty GRAVEL, dry, hard, (WEATHERED ROCK)
20
SS
5
0
50-1
------------------------------
Tan ROCK FRAGMENTS, moist, hard, (ROCK)
265
Bottom of boring at 24.7 feet.
SS
6
0
50-1

BORING NUMBER PZ5-8D
& Environmental Consultants, Inc.
PAGE 1 OF 2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/20/17 COMPLETED 4/20/17 GROUND ELEVATION 287.96 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 24.0 ft / Elev 264.0 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES 7-432hrs AFTER DRILLING 14.6 ft / Elev 273.4 ft
w
o
A SPT N VALUE A
0
U
}
U w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
¢�
MATERIAL DESCRIPTION
wv
J
0-
�
a5
2Z
U
m0>
0Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
0
20 40 60 80
285
5
280
10
275
15
270
20
265
Q
25
260
Gray SILTSTONE, slightly weathered, slightly broken, massive, Gray
30
unifrom siltstone with a high angle and sub -horizontal fractures with
with Fe and Mn staining.
NQ
88
1
(52)
255
Gray SILTSTONE, slightly weathered, slightly broken, massive,
35
(Continued Next Page)

BORING NUMBER PZ5-8D
- ` Civil & Environmental Consultants, Inc.
,-
1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
=
}
U) w
20 40 60 80
PL LL
~
>
o O
MATERIAL DESCRIPTION
a
Lu
J
w 0
0? Q
Q�
wv
o-5
0-
m0>
20 40 60 80
0
2 Z
0
0 Z
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Competent rock with little to no weathered zones. High angle and
sub -horizontal fractures with Fe and Mn staining.
NQ
97
2
(80)
250
Gray SILTSTONE, fresh, massive, Highly competent rock with no
40
weathered zones. Gray uniform siltstone with high angle and
sub -horizontal fractures with Fe and Mn staining.
NQ
88
3
(70)
245
Gray SILTSTONE, fresh, massive, Highly competent rock with no
45
weathered zones. Gray uniform siltstone with high angle and
sub -horizontal fractures with Fe and Mn staining.
NQ
82
4
(73)
240
Bottom of boring at 48.2 feet.

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-9D
��� 1900 A Center Park Drive PAGE 1 OF 2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/11/17 COMPLETED 5/2/17 GROUND ELEVATION 309.45 ft BACKFILL
DRILLING CONTRACTOR Red Dog Drilling WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 33.5 ft / Elev 276.0 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (33.5' bgs). Core to water table. 7-144hrs AFTER DRILLING 47.8 ft / Elev 261.7 ft
0
~
>
w
U
o_ OO
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 z
<
o
>-
w 0
0�
0
W
U w
0 ? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
305
Orange to red silty CLAY, moist-, soft, (RESIDUAL SOIL)
Orange to pink SILT, dry, soft, (RESIDUAL SOIL)
Orange to tan to pink SILT, dry, stiff, (RESIDUAL SOIL)
Tan SILT, trace rock fragments, dry, hard, (WEATHERED ROCK)
Tan ROCK FRAGMENTS, with silt, dry, hard, (WEATHERED ROCK)
Tan ROCK FRAGMENTS, with silt, dry, hard, (WEATHERED ROCK)
White to tan to orange sandy SILT, moist, stiff, (RESIDUAL SOIL)
5
SS
1
100
3-3-4
(7)
X100
SS
2
16 37-50 3
(87)
300
10
SS
3
100
9-26-50-5
(76)
295
15
SS
4
50
39-50-2
(52)
290
20
SS
5
10
50-2
285
25
SS
6
10
50-3
280
30
SS
7
20
50-2
275
35
Tan ROCK FRAGMENTS, dry, hard, (ROCK)
SS
(Continued Next Page)

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-9D
PAGE 2OF2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
w
Lu
J
o-5
2 Z
<
Cf)35
o
}
w 0
0-
0
U) w
0? Q
m0>
0 Z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Tan SILTSTONE, slightly weathered, slightly broken, massive,
Competent rock with little weathering and sub -horizontal fractures.
270
Some Fe and Mn staining.
40
NQ
98
1
(86)
Tan SILTSTONE, slightly weathered, slightly broken, massive,
Competent rock with little weathering and sub -horizontal fractures.
265
Some Fe and Mn staining.
45
NQ
100
2
(99)
Gray SILTSTONE, fresh, massive, Color change to gray. Highly
competent rock with no weathering and sub -horizontal fractures. Some
260
Fe and Mn staining.
50
NQ
100
3
(96)
Gray SILTSTONE, fresh, massive, Competent gray siltstone. Vertical to
sub -horizontal fractures with little Fe staining.
255
55
NQ
96
4
(92)
Gray SILTSTONE, fresh, massive, Competent gray siltstone. Vertical to
sub -horizontal fractures with little Fe staining.
Bottom of boring at 59.1 feet.
NQ
100
5
(95)

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-10D
��� 1900 A Center Park Drive PAGE 1 OF 3
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/11/17 COMPLETED 5/2/17 GROUND ELEVATION 340.11 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 30.0 ft / Elev 310.1 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (28.5' bgs). Core to water table. 7-144hrs AFTER DRILLING 77.5 ft / Elev 262.E ft
0
~
>
w
U
o_ OO
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 z
<
1
o
>-
w 0
0�
0
W
U w
0 ? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Orange to tan SILT, dry, soft, (RESIDUAL SOIL)
SS
1
100
3-5-4
(9)
335
Light gray to tan cemented SILT, trace rock fragments, dry, stiff,
(RESIDUAL SOIL)
Light gray to tan cemented SILT, some rock fragments, moist-, stiff,
5
X2
SS
60
16 40 50 4
(90)
330
(RESIDUAL SOIL)
10
SS
3
50
30-50-3
(53)
Dark red to tan cemented SILT, dry, stiff, (RESIDUAL SOIL)
325
15
SS
4
33
50 5
Light gray to brown ROCK FRAGMENTS, with silt, dry, hard,
320
(WEATHERED ROCK)
20
SS
5
10
50-1
Light gray to brown ROCK FRAGMENTS, with silt, dry, hard,
315
(WEATHERED ROCK)
25
IS
6
10
50-2
--------------------------------
Light gray to brown ROCK FRAGMENTS, with silt, dry, hard, (ROCK)
310
SZ
_
30
SS
7
0
50-0
35
(Continued Next Page)

BORING NUMBER PZ5-10D
& Environmental Consultants, Inc.
PAGE 2OF3
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
~
U
=
}
Lu
>-
U w
0?
20 40 60 80
PL LL
>
o O
Q�
MATERIAL DESCRIPTION
a
wv
J
w 0
Q
�
o-5
2 Z
0-
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Tan SILTSTONE, completely weathered, very broken, massive, Highly
weathered and highly fractured tan rock with Fe and Mn staining.
NQ
69
1
(22)
300
Tan SILTSTONE, completely weathered, very broken, massive, Highly
40
weathered and highly fractured tan rock with Fe and Mn staining.
NQ
97
2
(62)
295
Tan SILTSTONE, completely weathered, very broken, massive, Highly
45
weathered and highly fractured tan rock with Fe and Mn staining.
NQ
92
3
(69)
290
Tan SILTSTONE, completely weathered, very broken, massive, Highly
50
weathered and highly fractured tan rock with Fe and Mn staining.
NQ
84
4
(51)
285
Tan SILTSTONE, completely weathered, very broken, massive, Highly
55
weathered and highly fractured tan rock with Fe and Mn staining.
NQ
86
5
(77)
280
Gray SILTSTONE, fresh, massive, Color change to gray siltstone.
60
Competent rock with sub -horizontal fractures. Light Fe and Mn staining.
NQ
68
6
(50)
275
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone with
65
vertical and sub -horizontal fractures with light Fe and Mn staining.
NQ
92
7
(90)
270
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone with
70
vertical and sub -horizontal fractures with light Fe and Mn staining.
NQ
94
8
(80)
75
(Continued Next Page)

BORING NUMBER PZ5-10D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 3 OF 3
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
>-
U w
20 40 60 80
~
o_
=
a
Lu
w 0
0 ? Q
PL �L
>
OO
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
aD
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
2651
75
1
1
20 40 60 80
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone with
vertical and sub -horizontal fractures with light Fe and Mn staining.
NQ
90
Bottom of boring at 77.9 feet.
9
(70)

fl—j—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-11 D
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/11/17 COMPLETED 4/19/17 GROUND ELEVATION 314.64 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 22.0 ft / Elev 292.6 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (23.5' bgs). Core to water table. 456hrs AFTER DRILLING 40.1 ft / Elev 274.5 ft
p
~
>
w
U
0-0
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-D
2Z
<
o
w 0
O-
U
W
U w
p? Q
MO>
UZ
A SPT N VALUE A
20 40 60 80
PLMC �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Light brown to tan to orange SILT, dry, soft, (RESIDUAL SOIL)
SS
1
100
3-3-5
(8)
310
Tan to orange to pink SILT, dry, soft, (RESIDUAL SOIL)
5
SS
2
100
16-19-25
(44)
305
Tan to pink to red cemented SILT, dry, stiff, (RESIDUAL SOIL)
10
SS
3
10
50-3
300
White to orange cemented SILT, dry, stiff, (RESIDUAL SOIL)
15
SS
4
20
50-6
295
Orange to white cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
20
IS
5
10
1
50-1
Q
290
------------------------------
Tan ROCK FRAGMENTS, dry, hard, (ROCK)
25
SS
6
0
50-0
Gray SILTSTONE, massive, Highly competent gray siltstone with some
horizontal fractures.
285
30
NQ
1
97
(84)
Gray SILTSTONE, massive, Highly competent gray siltstone with some
horizontal fractures.
280
35
NQ
92
(Continued Next Page)

BORING NUMBER PZ5-11 D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Gray SILTSTONE, massive, Highly competent gray siltstone with some
horizontal fractures.
275
40
NQ
3
95
(89)
Bottom of boring at 40.3 feet.

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-12D
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/11/17 COMPLETED 5/4/17 GROUND ELEVATION 279.61 ft BACKFILL
DRILLING CONTRACTOR Red Dog Drilling WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 8.5 ft / Elev 271.1 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (9.5' bgs). Core to water table. 96hrs AFTER DRILLING 31.7 ft / Elev 247.9 ft
0
~ �
>
w
U
o_ OO
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
o-5
2 Z
<
o
w 0
0�
0
W
U w
0 ? Q
m0>
0 Z
A SPT N VALUE A
20 40 60 80
PL �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Orange to tan SILT, dry, soft, (RESIDUAL SOIL)
K100
SS
1
1-5-5
(10)
275
Tan to orange SILT, dry, stiff, (RESIDUAL SOIL)
5
SS
2
80
20-50-4
(54)
Q
270
Light gray to brown cemented SILT, dry, stiff, (RESIDUAL SOIL)
Tan ROCK FRAGMENTS, dry, hard, (ROCK)
10tN
13
50-6
3
50-1
Orange to white cemented SILT, dry, hard, (WEATHERED ROCK)
97
265
15
(86)
-----
ROCK--FRAGM----ENTS—, dr—y—, ha--rd, (—ROCK) — — — — — — — — — — — Tan
260
20
NQ
2
82
(34)
Tan SILTSTONE, slightly weathered, slightly broken, massive,
Semi -competent tan siltstone with sub -horizontal fractures.
255
25
NQ
3
98
(76)
Tan SILTSTONE, highly weathered, very broken, massive, Highly
fractured tan siltstone with multiple vertical and sub -horizontal fractures.
Some Fe and Mn staining.
250
30
NQ
4
70
(64)
Tan SILTSTONE, highly weathered, very broken, massive, Highly
fractured tan siltstone with multiple vertical and sub -horizontal fractures.
Some Fe and Mn staining.
245
35
NQ
86
(Continued Next Page)

BORING NUMBER PZ5-12D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
o_
=
a
Lu
w 0
0 ? Q
PL �L
>
OO
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
aD
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Gray SILTSTONE, fresh, massive, Color change to gray siltstone.
Semi -competent rock with sub -horizontal fractures.
240
40
NQ
6
82
(64)
Gray SILTSTONE, fresh, massive, Semi -competent gray siltstone with
sub -horizontal fractures.
Bottom of boring at 43.5 feet.
NQ
85
7
(75)

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-13D
��� 1900 A Center Park Drive PAGE 1 OF 2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/12/17 COMPLETED 4/27/17 GROUND ELEVATION 311.14 ft BACKFILL
DRILLING CONTRACTOR Red Dog Drilling WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 34.0 ft / Elev 277.1 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (33.5' bgs). Core to water table. 264hrs AFTER DRILLING 48.9 ft / Elev 262.3 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 z
<
o
>-
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
310
Orange to tan sandy SILT, moist-, soft, (RESIDUAL SOIL)
SS
1
100
5-7 -8
(15)
White to orange SILT, some sandy, silt moist-, soft, (RESIDUAL
SOIL)
5
X
SS
2
100
13-10 12
(22)
305
Pink SILT, moist-, soft, (RESIDUAL SOIL)
10
SS
3
50
44-50-2
(52)
300
Orangish brown to pink SILT, dry, stiff, (RESIDUAL SOIL)
15
SS
4
40
23-50-6
(56)
295
Orange SILT, dry, stiff, Black streaks present., (RESIDUAL SOIL)
20
SS
5
40
8-16-50-5
(66)
290
Tan to gray SILT, trace rock fragments, dry, hard, (WEATHERED
ROCK)
25
SS
6
10
50-2
285
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
30
SS
7
10
50-3
280
--------------------------
SZ Tan ROCK FRAGMENTS, dry, hard, (ROCK)
35
SS
(Continued Next Page)

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-13D
PAGE 2OF2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
0
~
>
w
U
o O
Q�
MATERIAL DESCRIPTION
=
a
wv
35
w
J
o-5
2 Z
<
o
}
w 0
0-
0
U) w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
275
Tan SILTSTONE, fresh, massive
NQ
140
40
1
(139)
270
Tan SILTSTONE, fresh, massive
45
NQ
100
2
(94)
265
Gray SILTSTONE, moderately weathered, massive, Color change to
gray at 44' bgs.
50
NQ
96
3
(93)
260
Gray SILTSTONE, moderately weathered, massive
55
NQ
97
4
(90)
255
-------------------------
Gray SILTSTONE, highly weathered, slightly broken, massive
Bottom of boring at 59.3 feet.
NQ
94
5
(72)

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-14S
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/5/17 COMPLETED 4/5/17 GROUND ELEVATION 328.90 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP EHS CHECKED BY EHS TAT END OF DRILLING 48.3 ft / Elev 280.E ft
NOTES 792hrs AFTER DRILLING 46.4 ft / Elev 282.E ft
0
~
>
w
U
o O
w
0
MATERIAL DESCRIPTION
=
a
w v
0
w
}
Lu
J
a 5
2 Z
<
CO
o
w 0
0-
0
w
U w
0? Q
m 0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
ElFINES CONTENT (%) El
20 40 60 80
White to tan SILT, moist, soft, (RESIDUAL SOIL)
SS
1
100
2-4-4
(8)
325
White to tan cemented SILT, dry, soft, (RESIDUAL SOIL)
5X
SS
2
45
11-16-17
(33)
320
White to tan cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
10
SS
F3
10
47-50 4
(54)
315
White to tan cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
15
SS
4
10
50 3
310
White to tan cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
20
LS5S
10
50-3
305
White to tan cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
25
IS
6
0
50-1
300
White to tan cemented SILT, trace rock fragments, dry, hard,
(WEATHERED ROCK)
30
SS
7
10
38-50-3
(53)
295
White to tan cemented SILT, trace rock fragments, dry, hard,
LSS
(WEATHERED ROCK)
35
(Continued Next Page)

fff—J—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-14S
��� 1900 A Center Park Drive PAGE 2OF2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
0
~
>
w
U
o O
w
0
MATERIAL DESCRIPTION
=
a
w v
35
w
}
Lu
J
o- 5
2 Z
<
co
o
>-
w 0
0-
0
U w
0? Q
m 0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
ElFINES CONTENT (%) El
20 40 60 80
290
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
40
SS
9
0
50-0
285
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
45
SS
10
0
50-0
-------------------------------
1 Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
Bottom of boring at 48.8 feet.
SS
11
0
50-0

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-15S
PAGE 1 OF 2
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/13/17 COMPLETED 4/13/17 GROUND ELEVATION 274.79 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 18.5 ft / Elev 256.3 ft
NOTES 600hrs AFTER DRILLING 18.9 ft / Elev 255.9 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
o
w 0
0-
0
W
U w
0? Q
m0>
0 Z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Brown to orange clayey SILT, Bulldozer cleared area and pushed 3-5
feet of soil for a stable pad., (FILL)
K�js
100
2-3-2
(5)
270
Tan to orange clayey SILT, Bulldozer cleared area and pushed 3-5
feet of soil for a stable pad., (FILL)
5
2S
100
2-1-4
(5)
Tan to orange silty CLAY, dry, soft, (RESIDUAL SOIL)
265
10
SS
3
100
3-3-6
(9)
Tan to orange silty CLAY, dry, soft, (RESIDUAL SOIL)
260
15
SS
4
100
4-2-2
(4)
Tan to orange silty CLAY, moist, soft, (RESIDUAL SOIL)
255
20LSS
100
2-1-3
(4)
Tan to orange silty CLAY, wet, soft, (RESIDUAL SOIL)
250
25
SS
6
100
4-8-11
(19)
Tan to orange silty CLAY, moist-, soft, (RESIDUAL SOIL)
245
30
SS
100
3 0
(15)
------------------------------
Tan ROCK FRAGMENTS, moist-, hard, (ROCK)
240
35
SS
(Continued Next Page)

BORING NUMBER PZ5-15S
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
o
2 Z
0
m0>
0 z
20 40 60 80
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
Bottom of boring at 35.7 feet.

fj_j_A_Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-16D
��� 1900 A Center Park Drive PAGE 1 OF 2
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/3/17 COMPLETED 4/27/17 GROUND ELEVATION 309.56 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 26.5 ft / Elev 283.1 ft
CEC REP EHS CHECKED BY EHS AT END OF DRILLING NA
NOTES Temp. piezometer dry at AR (26.5' bgs). Core to water table. 264hrs AFTER DRILLING 29.6 ft / Elev 279.9 ft
0
~
>
w
U
o_ OO
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 z
<
o
>-
w 0
0�
0
W
U w
0 ? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL �L
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Red to tan mottled SILT, some clayey, silt dry, soft, (RESIDUAL
SOIL)
SS
1
67
4-6-6
(12)
305
Pink to tan to white SILT, moist-, stiff, Healed fractures, (RESIDUAL
SOIL)
5
X2S
100
9-10-24
(34)
300
Pink to tan mottled SILT, moist-, soft, (RESIDUAL SOIL)
10
SS
3
100
10-13-11
(24)
295
Maroon SILT, dry, soft, (RESIDUAL SOIL)
15
4S
100
5-12-12
(2)
290
Pink to yellow to tan mottled SILT, moist+, loose, Color change from
red to dark red at 16.5' bgs., (RESIDUAL SOIL)
20
SS
5
100
6-8-8
(16)
285
Tan SILT, silt, moist-, hard, Wet soil cuttings at 22' bgs, hard drilling
at 23' bgs, and color change to tan., (WEATHERED ROCK)
25
SS
6
10
50 2
-----------------------------
Tan SILT, moist-, hard, (ROCK)
7
7
0
50-1
280
-
30
Gray to tan SILTSTONE, fresh, massive, Competent rock with near
vertical to low -angle fractures.
NQ
100
1
(85)
275
35
(Continued Next Page)

BORING NUMBER PZ5-16D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
0-0 O
=
a
w 0
0 ? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0
o
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
35
20 40 60 80
Tan SILTSTONE, moderately weathered, moderately broken, massive,
Highly fractured zone from 32.5'-34.5' bgs.
NQ
92
2
(61)
270
40
Tan SILTSTONE, moderately weathered, slightly broken, massive
Healed to vertical fractures, quartz vein from 37.5'-40' bgs.
Bottom of boring at 42.6 feet.
NQ
100
3
(93)

fl—j—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-17S
PAGE 1 OF 1
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/11/17 COMPLETED 4/11/17 GROUND ELEVATION 286.18 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 20.1 ft / Elev 266.1 ft
NOTES 648hrs AFTER DRILLING 19.4 ft / Elev 266.8 ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
Lu
J
a5
2 Z
<
o
}
w 0
0-
0
W
U) w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
285
Red to orange clayey SILT, dry, soft, (RESIDUAL SOIL)
KSs
1
100
2-3-4
(7)
Dark red SILT, with sandy, silt dry, soft, (RESIDUAL SOIL)
5X
2S
100
3 5-8
(13)
280
Light brown to red sandy SILT, dry, soft, (RESIDUAL SOIL)
10
SS
F3
100
5-10-27
(37)
275
Dark red SILT, dry, soft, (RESIDUAL SOIL)
15
SS
4
83
9-13-12
(25)
270
Dark red sandy SILT, trace rock fragments, dry, stiff, (RESIDUAL
iSOIL)
-
20
SS
5
83
11-16-17
(33)
265
Dark red to tan sandy SILT, trace rock fragments, dry, stiff,
(RESIDUAL SOIL)
25
SS
6
43
15 50 1
(51)
260
------------------------------
Tan ROCK FRAGMENTS, moist, hard, (ROCK)
Bottom of boring at 30.0 feet.
30
SS
7
10
50-1

fl—j—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-18S
��� 1900 A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/12/17 COMPLETED 4/12/17 GROUND ELEVATION 259.54 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 11.6 ft / Elev 248.0 ft
NOTES 624hrs AFTER DRILLING 13.0 ft / Elev 246.E ft
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
Lu
J
a5
2 Z
<
o
}
w 0
0-
0
W
U) w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Dark brown SILT, trace organics, dry, stiff, (RESIDUAL SOIL)
�
SS
1
67
5-23-20
(43)
255
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
5
SS
2
0
50-2
250
Tan ROCK FRAGMENTS, dry, hard, (WEATHERED ROCK)
10
SS
3
0
50-0
i
245
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
Tan ROCK FRAGMENTS, dry, hard, (ROCK)
15
SS
4
0
50-0
Bottom of boring at 17.0 feet.

BORING NUMBER PZ5-19S
& Environmental Consultants, Inc.
PAGE 1 OF 2
fl—j—A—Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/10/17 COMPLETED 4/10/17 GROUND ELEVATION 291.20 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 9.2 ft / Elev 282.0 ft
NOTES 672hrs AFTER DRILLING 5.7 ft / Elev 285.E ft
w
o
A SPT N VALUE A
0
U
}
U w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0-
0
a5
2 Z
0
m0>
0 z
20 40 60 80
w
<
W
❑ FINES CONTENT (%) ❑
0
20 40 60 80
290
Light brown silty CLAY, dry, soft, (RESIDUAL SOIL)
KS'S
100
(2)
Gray to orange elastic SILT, dry, soft, (RESIDUAL SOIL)
100
3-5-6
5
2S
(11)
285
-
1 Dark red SILT, dry, stiff, (RESIDUAL SOIL)
10
SS
87
31-32-50-6
3
(82)
280
Dark red SILT, dry, hard, (WEATHERED ROCK)
15
SS
57
32-50-4
4
(54)
275
Dark red SILT, dry, hard, (WEATHERED ROCK)
20
SS
33
50-1
5
270
Red SILT, trace rock fragments, dry, hard, (WEATHERED ROCK)
25
SS
15
50-2
6
265
Gray SILT, trace rock fragments, dry, hard, (WEATHERED ROCK)
30
SS
10
50-1
7
260
Gray sandy SILT, trace rock fragments, wet, hard, Wet split spoon.,
"SS
(WEATHERED ROCK)
35
(Continued Next Page)

BORING NUMBER PZ5-19S
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
>-
U w
20 40 60 80
~
0-0
=
a
Lu
w 0
0 ? Q
PL �L
>
Q�
MATERIAL DESCRIPTION
wv
J
0�
0
o
2Z
U
m0>
UZ
20 40 60 80
w
<
ElFINES CONTENT (%) El
35
co
20 40 60 80
255
Gray sandy SILT, trace rock fragments, wet, hard, Wet split spoon
(WEATHERED ROCK)
40
SS
Bottom of boring at 40.0 feet.
9
0
50-0

fl—j—A—Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-20S
��� 1900 A Center Park Drive PAGE 1 OF 1
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/10/17 COMPLETED 4/10/17 GROUND ELEVATION 263.97 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 1.6 ft / Elev 262.4 ft
NOTES 672hrs AFTER DRILLING ARTESIAN
0
~
>
w
U
o O
Q�
0
MATERIAL DESCRIPTION
=
a
wv
0
w
}
Lu
J
a5
2 Z
<
-.1
>-
w 0
0-
0
W
U w
0? Q
m0>
0 z
A SPT N VALUE A
20 40 60 80
PL LL
20 40 60 80
❑ FINES CONTENT (%) ❑
20 40 60 80
i_
SS
1
100
2-2-3
(5)
Tan to dark brown SILT, dry, soft, (RESIDUAL SOIL)
260
Gray to tan to orange SILT, trace rock fragments, dry, stiff,
(RESIDUAL SOIL)
5
SS
2
100
2-5-5
(10)
255
Tan to orange SILT, trace rock fragments, dry, stiff, (RESIDUAL
SOIL)
10
SS
13-24-50-5
3
100
(74)
250
Gray cemented SILT, trace rock fragments, dry, hard, (WEATHERED
ROCK)
15
SS
4
33
501
245
Gray ROCK FRAGMENTS, wet, hard, (WEATHERED ROCK)_
Gray ROCK FRAGMENTS, wet, hard, (ROCK)
Bottom of boring at 20.0 feet.
20
SS
5
SS
20
3
46-50-1
(51)
50-0
6

BORING NUMBER PZ5-20D
& Environmental Consultants, Inc.
PAGE 1 OF 2
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 5/3/17 COMPLETED 5/3/17 GROUND ELEVATION 264.06 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core Z-7 BEFORE CORING 17.5 ft / Elev 246.6 ft
CEC REP MBG CHECKED BY EHS AT END OF DRILLING NA
NOTES 120hrs AFTER DRILLING ARTESIAN
w
o
A SPT N VALUE A
p
U
}
>-
U w
20 40 60 80
~
o O
=
a
w 0
p? Q
PLMC LL
>
¢�
MATERIAL DESCRIPTION
wv
J
O-
�
aD
2Z
U
MO>
UZ
20 40 60 80
w
<
W
❑ FINES CONTENT (%) ❑
0
20 40 60 80
260
5
255
10
250
15
Q
245
Tan to gray SILTSTONE, moderately weathered, broken, massive, Tan
20
NQ
58
to gray fractured siltstone.
1
(53)
240
Gray to tan SILTSTONE, slightly weathered, massive, Gray to tan
25
semi -competent siltstone. High angle to vertical fractures.
NQ
96
2
(80)
235
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone with
30
sub -horizontal fractures.
NQ
100
3
(99)
230
Gray SILTSTONE, fresh, massive, Highly competent gray siltstone with
(Continued Next Page)

BORING NUMBER PZ5-20D
- ` Civil & Environmental Consultants, Inc.
,- 1900 A Center Park Drive PAGE 2 OF 2
' �A Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
o_
=
a
Lu
w 0
0 ? Q
PL �L
>
OO
Q�
MATERIAL DESCRIPTION
wv
J
0�
�
aD
2 Z
0
m0>
0 Z
20 40 60 80
w
<
w
ElFINES CONTENT (%) El
co
20 40 60 80
sub -horizontal fractures.
Bottom of boring at 34.3 feet.
NQ
98
4
(96)

BORING NUMBER PZ5-21 S
& Environmental Consultants, Inc.
PAGE 1 OF 1
fj_j_A_Civil
��� 1900 A Center Park Drive
Charlotte, NC 28217
CLIENT Anson Waste Management Facility PROJECT NAME Phase 5 Landfill Expansion Area
PROJECT NUMBER 165-276 PROJECT LOCATION Anson County, NC
DATE STARTED 4/13/17 COMPLETED 4/13/17 GROUND ELEVATION 289.78 ft BACKFILL
DRILLING CONTRACTOR Summit Engineering WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING NA
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 27.7 ft / Elev 262.1 ft
NOTES 600hrs AFTER DRILLING 26.9 ft / Elev 262.9 ft
w
o
A SPT N VALUE A
0
U
}
U) w
20 40 60 80
~
o O
=
a
Lu
w 0
0? Q
PL LL
>
Q�
MATERIAL DESCRIPTION
wv
J
0-
0
a5
2 Z
0
m0>
0 Z
20 40 60 80
w
<
W
El FINES CONTENT (%) El
0
20 40 60 80
Orange SILT, dry, soft, Bulldozer cleared area for well installation and
SS
2-2-2
pushed 3-5 feet of soil for a stable pad., (FILL)
1
100
(4)
Orange SILT, dry, soft, Bulldozer cleared area for well installation and
285
pushed 3-5 feet of soil for a stable pad., (FILL)
5
2S
100
-5-
Tan to light brown to orange SILT, dry, soft, (RESIDUAL SOIL)
280
10
SS
100
3-5-5
3
(10)
Light gray SILT, dry, soft, Black streaks present., (RESIDUAL SOIL)
275
15
100
8- 0-12
4S
()
Light gray to orange to red SILT, dry, soft, Black streaks present.,
270
(RESIDUAL SOIL)
20
SS
5
100
4-8-12
(20)
Light gray cemented SILT, dry, hard, (WEATHERED ROCK)
265
25
SS
6
33
50-5
Y
1
Gray ROCK FRAGMENTS, moist-, hard, (ROCK)
260
30
SS
7
0
50-0
Bottom of boring at 31.1 feet.

, j—A—V Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-10D-R
/ 333 Baldwin Road PAGE 1 OF 3
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/14/17 COMPLETED 11/17/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD HSA and CC Rock Coring BEFORE CORING -
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 71.1 ft
NOTES 7-AFTER DRILLING 77.4 ft
z
O
Q
Lu
w
U
=O
0-0
��
C�
MATERIAL DESCRIPTION
—
a
ov
0
w
~m
g
�z
<
o
_
LU
> 0
OOP
L
�z�
0� Q
mo>
w
�w
v"
d
A SPT N VALUE A
20 40 60 80
PL MC LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Red to orange SILT, with organics, dry, soft, 100% recovery
SS
Red to orange SILT, with organics, dry, soft, 100% recovery
1
SS
Tan SILT, dry, soft, red to orange silt with organics, 100%
2
recovery
5
SS
White SILT, dry, soft, white to tan with brown streaks, 100%
3
recovery
10
SS
White SILT, dry, very soft, white to tan with no brown streaks,
4
75% recovery
15
SS
White SILT, dry, very soft, white to tan with no brown streaks,
5
20% recovery
20
SS
Tan SILT, dry, soft, tan to white, 10% recovery
6
25
SS
Tan SILT, dry, medium stiff, tan to white, some dark brown 5%
7
recovery
30
SS
Tan SILT, dry, medium stiff, tan to white, 5% recovery
8
35
(Continued Next Page)

, j—A—W Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-10D-R
/ 333 Baldwin Road PAGE 2 OF 3
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
z
O
Q
Jv
w
U
=O
a 0
��
C�
MATERIAL DESCRIPTION
—
a
ov
35
w
~m
g
FL
<
o
_
LU
> 0
OOP
W
�z�
0 D Q
mo>
w
�w
w y
v"
d
A SPT N VALUE A
20 40 60 80
PL MC LL
I--��
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Tan SILT, dry, medium stiff, tan to white, 5% recovery
(continued)
SS
Tan silty CLAY, dry, hard, no recovery
9
40
SS
Tan silty CLAY, dry, hard, no recovery
10
45
SS
11
50
SS
Tan silty CLAY, dry, hard, no recovery
12
55
SS
Tan silty CLAY, dry, hard, no recovery, AUGER REFUSAL at
58.5'
60
83
50
Gray SANDSTONE, slightly weathered, fine grained matrix, 2"
fracture
[RC
Gray SANDSTONE, highly weathered, fine grained matrix with 45
degree fractures and iron/manganese staining
92
(57)
65
Gray SANDSTONE, highly weathered, fine grained matrix with 45
degree fractures and iron/manganese staining
RC
530
16
(74)
70
Tan and gray SANDSTONE, highly weathered, fine grained
1 matrix with vertical and 45 degree fractures that have
iron/manganese staining, and a quartz vein at 73'
RC
95
17
(94)
75
(Continued Next Page)

BORING NUMBER PZ5-10D-R
Alk Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 3 OF 3
A Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
PL MC LL
I--��
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
z-j
0 D Q
�w
w n
Jv
��
Lu
FL
OOP
mo>
v"
20 40 60 80
w
C�
<
W
d
El FINES CONTENT (%) El
75
20 40 60 80
Tan and gray SILTY SANDSTONE, slightly weathered, tan fine
grained matrix at 75' changes to matrix with less fractures and
some iron/manganese staining
RC
80
18
(78)
80
Gray SILTY SANDSTONE, moderately weathered, fine grained
matrix with mainly horiztonal fractures, and quartz at 84'
RC
94
19
(94)
85
Gray to white SANDSTONE, highly weathered, fine grained
matrix, with 45 degree fractures and heavy iron/manganese
staining
RC
92
20
(60)
90
Bottom of hole at 90.0 feet.

BORING NUMBER PZ5-14D
Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 1 OF 2
=AIVAAV
Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/28/17 COMPLETED 11/29/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD Hollow Stem Auger & NQ Core BEFORE CORING -
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 71.5 ft
NOTES 7-AFTER DRILLING 53.5 ft
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
_
LU
> 0
�z�
0� Q
�w
PL MC LL
Lu
��
ov
OOP
mo>
v"
20 40 60 80
w
C�
�z
<
L
d
El FINES CONTENT (%) El
0
20 40 60 80
5
10
15
20
25
30
35
(Continued Next Page)

BORING NUMBER PZ5-14D
Civil & Environmental Consultants, Inc.
, J—A—W
/ 333 Baldwin Road PAGE 2 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
PL MC LL
I--��
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
_
LU
> 0
�z�
0 D Q
�w
w y
Jv
��
ov
OOP
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
40
45
Gray SANDSTONE, moderately weathered, Grey matrix
containing quartz, with Iron and Manganese staining at fractures
RC
94
(81)
50
Gray SANDSTONE, highly weathered, Grey matrix containing
quartz, with a Iron and Manganese staining at a major 75 degree
fracture at 52.5'
RC
87
(78)
55
Gray SANDSTONE, moderately weathered, Grey matrix
containing quartz, with Iron and Manganese staining at fractures
RC
96
(79)
60
Gray SILTY SANDSTONE, highly weathered, Highly fractured
grey fine grained sand/siltstone PWR from 63.5'-65'
RC
85
(66)
65
Gray SILTY SANDSTONE, moderately weathered, PWR
continued to 66' then competent to highly competent grey
silt/sandstone with one fracture at 67'
RC
100
(100)
70
Bottom of hole at 70.0 feet.
i

BORING NUMBER PZ5-23D
Civil & Environmental Consultants, Inc.
, j—A—V
/ 333 Baldwin Road PAGE 1 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/13/17 COMPLETED 11/13/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD HSA and CC Coring BEFORE CORING -
CEC REP MBG CHECKED BY EHS AT END OF DRILLING DRY
NOTES AFTER DRILLING 41.1 ft
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
_
LU
> 0
�z�
0� Q
�w
PL MC LL
Lu
��
ov
OOP
mo>
v"
20 40 60 80
w
C�
�z
<
L
d
El FINES CONTENT (%) El
0
20 40 60 80
Tan and brown SILT, dry, 100% recovery
SS
Tan and brown SILT, dry, 100% recovery
1
SS
=
Red to orange silty CLAY, with organics, dry, medium stiff, 75%
2
recovery
5
SS
Red to orange silty CLAY, dry, medium stiff, 75% recovery
3
10
SS
Tan and gray CLAY, dry, medium stiff, 40% recovery
4
15
SS
Gray ROCK FRAGMENTS, dry, hard, 5% recovery
5
0
20
0
O
0
o
OSS
6
Gray ROCK FRAGMENTS, dry, hard, 5% recovery
0
25
0
O
0
S
7
Tan ROCK FRAGMENTS, dry, hard, no recovery
0
30
0
O
0
o
OSS
8
Gray ROCK FRAGMENTS, dry, hard, no recovery, AUGER
100
REFUSAL at 33.5'
35
CC
(Continued Next Page)

BORING NUMBER PZ5-23D
Alk Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 2 OF 2
A Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
PL MC LL
I--��
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
�z�
0 D Q
�w
w y
Jv
��
ov
OO9
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
Gray SILTY SANDSTONE, hard, fine grained matrix with some
CC
96
pyrite laminations and quartz
10
(79)
Gray SILTY SANDSTONE, hard, fine grained matrix with some
pyrite laminations, quartz and one major fracture with orange an
green staining
CC
93
Gray SILTY SANDSTONE, hard, fine grained matrix with some
11
(90)
pyrite laminations, quartz and one critical fracture with
iron/manganese staining at 39.5'
40
Gray SILTY SANDSTONE, hard, fine grained matrix with some
pyrite laminations
CC
95
12
(95)
45
Bottom of hole at 45.0 feet.

, j_A_F Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-24D
/ 333 Baldwin Road PAGE 1 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/13/17 COMPLETED 11/13/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD HSA and CC Coring BEFORE CORING -
CEC REP MBG CHECKED BY EHS AT END OF DRILLING DRY
NOTES 7 AFTER DRILLING 37.2 ft
z
O
Q
Lu
w
U
=O
0-0
��
C�
MATERIAL DESCRIPTION
—
a
ov
0
w
~m
g
�z
<
o
_
LU
> 0
OOP
L
�z�
0� Q
mo>
w
�w
v"
d
A SPT N VALUE A
20 40 60 80
PL MC LL
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
=
Tan SILT, with organics, dry, soft, tan to orange
=
SS
Tan SILT, with organics, dry, soft, tan to orange
—
1
SS
Tan SILT, dry, soft, tan to white to red
2
5
SS
Tan SILT, moist, soft, tan to white to red with dark brown streaks
3
10
SS
Tan SILT, moist, soft, tan to white to red with dark brown and
4
dark orange streaks
15
SS
White silty CLAY, moist-, medium stiff, white to gray
5
20
SS
Tan SILT, moist-, soft, tan to white with black streaks
6
25
SS
No recovery
7
30
SS
rock and AUGER REFUSAL at 33.5'
8
�Pa�rtiallyathered
35
(Continued Next Page)

BORING NUMBER PZ5-24D
Alk Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 2 OF 2
A Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
�z�
0 D Q
�w
w y
PL MC LL
I--��
Jv
��
ov
OO9
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
Gray TUFF, highly weathered, soft, weathered meta -tuff, more
o
like partially weathered rock (continued)
CC
70
o
Y
_
9
(39)
O
0
o
40
Gray TUFF, highly weathered, soft, weathered meta -tuff, more
like partially weathered rock
0
CC
0
10
o O
0
Bottom of hole at 44.0 feet.

, j_A_F Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-25
/ 333 Baldwin Road PAGE 1 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/14/17 COMPLETED 11/14/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD Hollow Stem Auger BEFORE CORING --
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 45.1 ft
NOTES 7 AFTER DRILLING 47.8 ft
z
O
Q
Jv
w
U
=O
0-0
��
C�
MATERIAL DESCRIPTION
—
a
ov
0
w
~m
g
Ez
<
o
_
LU
> 0
OOP
W
�z�
0 D Q
mo>
w
�w
w y
v"
d
A SPT N VALUE A
20 40 60 80
PL MC LL
I--��
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Dark red silty CLAY, some organics, dry, medium stiff, 100%
recovery
SS
Dark red silty CLAY, some organics, dry, medium stiff, 100%
1
recovery
SS
Tan SILT, moist-, soft, tan to white with brown streaks
2
5
SS
Tan SILT, moist-, soft, tan to white with brown streaks, 100%
3
recovery
10
SS
Tan and brown silty CLAY, dry, medium stiff, tan to light brown,
4
100% recovery
15
SS
Tan and brown silty CLAY, moist-, medium stiff, tan to light
5
brown, 100% recovery
20
SS
Tan and brown silty CLAY, moist-, medium stiff, tan to light brown
6
with brown streaks, 100% recovery
25
SS
White silty CLAY, moist-, medium stiff, color change to white/grey
7
at 295, 100% recovery
30
SS
Tan silty CLAY, moist-, soft, 75% recovery
8
35
(Continued Next Page)

BORING NUMBER PZ5-25
Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 2 OF 2
=AIVAAV
Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
�z�
0 D Q
�w
w y
PL MC LL
I--��
Jv
��
ov
OOP
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
Tan silty CLAY, moist-, soft, 75% recovery (continued)
SS
Tan silty CLAY, moist-, soft, 50% recovery
9
40
SS
White silty CLAY, moist-, soft, brown streaks, 80% recovery
10
1
45
SS
AUGER REFUSAL at 48.5'
11
Bottom of hole at 48.5 feet.

, j—A—V Civil & Environmental Consultants, Inc. BORING NUMBER PZ5-26D
/ 333 Baldwin Road PAGE 1 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/15/17 COMPLETED 11/15/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD HSA and CC Coring BEFORE CORING -
CEC REP MBG CHECKED BY EHS TAT END OF DRILLING 43.2 ft
NOTES 7-AFTER DRILLING 46.4 ft
z
O
Q
Jv
w
U
=O
0-0
��
C�
MATERIAL DESCRIPTION
—
a
ov
0
w
~m
g
Ez
<
o
_
LU
> 0
OOP
W
�z�
0 D Q
mo>
w
�w
w y
v"
d
A SPT N VALUE A
20 40 60 80
PL MC LL
I--��
20 40 60 80
El FINES CONTENT (%) El
20 40 60 80
Dark red SILT, moist, soft, Dark red to orange to gray, 100%
recovery
SS
Dark red SILT, moist, soft, Dark red to orange to gray, 100%
1
recovery
SS
Dark red SILT, moist, soft, Dark red to gray with black streaks,
2
100% recovery
5
SS
Dark red SILT, moist, soft, Red to tan to orange with black parting
3
laminations, 100% recovery
10
SS
Tan silty CLAY, dry, soft, tan to gray with black laminations, 20%
4
recovery
15
SS
Tan silty CLAY, dry, hard, less than 5% recovery
5
20
SS
Tan silty CLAY, dry, hard, no recovery
6
25
SS
Tan silty CLAY, dry, hard, less than 5% recovery
7
30
SS
Pwr, AUGER REFUSAL AT 33.5'
35
8
CC
Gray TUFF, slightly weathered, some iron/manganese staining
33
(Continued Next Page)

BORING NUMBER PZ5-26D
Civil & Environmental Consultants, Inc.
, J—A—W
/ 333 Baldwin Road PAGE 2 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
PL MC LL
I--��
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
�z�
0 D Q
�w
w y
Jv
��
ov
OO9
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
Gray TUFF, moderately weathered, very fine grained matrix with
45,60 and 80 degree fractures, and iron/manganese staining
CC
88
10
(83)
40
Gray TUFF, highly weathered, major fracture 43' with
iron/manganese staining, very brittle rock, some 45 and 80
degree fractures
CC
93
1
11
(83)
45
Gray TUFF, highly weathered, rock change at 47.5' to a 3"
section of highly fractured tan/brown sandstone with dark brown
staining, then back to gray tuff with 45 degree fractures
CC
100
12
(68)
50
Gray TUFF, moderately weathered, fine grained matrix with 45
degree fractures that have iron/manganese staining
CC
99
13
(97)
55
Bottom of hole at 55.0 feet.

BORING NUMBER PZ5-27D
Civil & Environmental Consultants, Inc.
, j_A_F
/ 333 Baldwin Road PAGE 1 OF 2
W Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
DATE STARTED 11/15/17 COMPLETED 11/1/17 GROUND ELEVATION BACKFILL
DRILLING CONTRACTOR Summit GROUND WATER LEVELS:
DRILLING METHOD HSA and CC Coring BEFORE CORING -
CEC REP MBG CHECKED BY EHS AT END OF DRILLING --
NOTES 7 AFTER DRILLING 30.6 ft
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
_
LU
> 0
�z�
0� Q
�w
PL MC LL
Lu
��
ov
FL
OOP
mo>
v"
20 40 60 80
w
<
L
d
El FINES CONTENT (%) El
0
20 40 60 80
Tan clayey SILT, moist-, soft, brown and black streaks, 100%
recovery
SS
Tan clayey SILT, moist-, soft, brown and black streaks, 100%
recovery
SS
Tan clayey SILT, moist-, soft, brown and black streaks, 100%
recovery
5
SS
Tan clayey SILT, moist-, soft, brown and black streaks, 80%
recovery
10
SS
Tan and brown clayey SILT, moist-, soft, brown streaks, 20%
recovery
15
SS
Gray silty CLAY, dry, medium stiff, gray to tan, 5% recovery
20
SS
Gray silty CLAY, dry, hard, gray to tan, less than 5% recovery
25
SS
Gray silty CLAY, dry, hard, gray to tan, less than 5% recovery
30
Pwr, AUGER REFUSAL ar 33.5'
CC
35
(Continued Next Page)

BORING NUMBER PZ5-27D
Alk Civil & Environmental Consultants, Inc.
333 Baldwin Road PAGE 2 OF 2
A Pittsburgh, PA 15205
CLIENT Anson County Land Fill PROJECT NAME
PROJECT NUMBER 165-276 PROJECT LOCATION 375 Dozer Dr, Polkton, NC 28135
w
o
A SPT N VALUE A
z
O
U
w
20 40 60 80
Q
=O
0-0
MATERIAL DESCRIPTION
—
a
~m
g
LU
> 0
�z�
0 D Q
�w
w y
PL MC LL
I--��
Jv
��
ov
OO9
mo>
v"
20 40 60 80
w
C�
Ez
<
W
d
El FINES CONTENT (%) El
35
20 40 60 80
Gray TUFF, highly weathered, highly fractured meta tuff
(continued)
CC
97
(53)
Bottom of hole at 39.5 feet.

APPENDIX B
TEMPORARY PIEZOMETER CONSTRUCTION RECORDS
Civil & Environmental Consultants, Inc.

WELL CONSTRUCTION RECOIRD-LO—W-All
1. Well cuntmdc orldarmatloe:
ark C 7(Z .
Wei[ CoarraetorName
X7 -a A
T[C Wvli Cow C.�ri$tatiaeNambcr
CampsayName
2. Wen Canstraction ramt'.
List all applicW9 Wellconnn'U=P0r'W& ce UlC, C—"f gme 7rarlmce, e(G)
3. well use (check well asej:
Water supply well:
Munidpifflublic
Agricultural —
Gaoth .m (H.M g/Caoiing Supply) E]Miwdentlal Water SuPpIY 41140
TndwwriaVCvmimerdal DRcddctW W"-SnPPtY (0--ld)
Ctzo
�AgtuferRecbat$e �C.rouod�'&t�r Remediatian
�pgn}fe,'StvsagcandRecnvety �Sal�itYHarrier
Aquifer Test [3StortnwaW age
3ft'i ..MaiTeehnoiogy [)SobsidM=Contral
]t,cothernmal (Closed hoop) EIIs =
=jGcothetnnal n I'm �10—d= lanuundtx#ZI Remarfk�s)
4. Date Well(9) Cdrnplet lb ;u r Twell IDa 7-•s' "
5R. Well Location:
V.
Can N.C-
F,, i&tylOwaerNnme Fesii$ IMVappu-bti)
3 7 s- A llj'e40- JZ ce ll/kix l 'u-
Physical Aftc:s. City, and Zip Zle i
A Il9at ]
C-Wy Pazcoll@emi6ionNa (Flit]
+� R rfo cle PotJ _ Parr(.ved e-
ft fL
Y 4[)iEKFitStnG fo . utd-easedirrHs OR1: &K J lieabk '
FaOM TO ntAbiE1958 T13>r7� MA78$tl1T.
17, SCREEN
FROM 1Y► DIAMUM sTtxrstzeTHFCKNM
31 R ;L-im �f ,Yf&TAIRIAL
#t
R
is
1$ GitOD'r
WROPA
IL
-:.--MA1'i<RrAL`=.-.-t1tIrMBITtOD&At1i01iNT
Sent
eat F�
ft
R
�a
3 a R
3c�s
N an•Q _ .or
Y�S/It±tDlGitel�Fr•PA[3C d - k -: :,;: .
TROM TO itdA'[:sniAT. t g�Cpdsgtrr tlOD .
20 URiI] itttGlG sttachsddidaQslstaa
: _
Fxast
'[D
notz aN6r elk..
�
R
R
iw
IL
fL
ft.
R
A.
R
S"ce logs, a GocxhOo
rilan . wh44 Ad mac— a- /w*r
Sb. Latitude end longitude in dcg _dndnntes(s000nds or dscTmai degrees•
2Z Certification: +-
ofwa 6dd one latllaag is soffi6cw)
�f�8S34.3.7,.N
S. Is(are) ihewrli(s)'�crmanrnt or �F'emporary
3igt seofG:dficdWet)canuanor �e
By Jigting lhie forts, 1 herrhy celY� dial !1u xE11(sJ vmN (Neri'J mlui7llelefl l!1 aeoDrdarlCe
QYes or Io
wlrh 15A MAC 02C _0100 or ISA NCAC 02C .0200 Well Coratraallorr 5randmd* and !hm a
7. Is this a repair to An existing wdl:
Iflhts tsa repair. fill out loowaWW aonarnWOM i*nnallan mid srplaln the nature of die
copy ofthl, record has hem pmvtd4d to theWllmN,rer.
rrPatr wader 021 r markr.recelan or as the h7r3: aflhlr farm_
23. SW diagram or additional well details:
You use the Sack of this page to provide additiattal wen s to details or well
8. For GeoprobeMPT or Closed -Loop Geo�ermal Wells having the same
may
coashudion details. Yon may also attach additional pages if necessary.
coashuction, 0 1 -I is needed. Indicate TOTAL NUhMF R ofwells
Brined
Cilalt+lri'l'AL R {'PIONS
94
9. Total well depth below lava surface a Zs (fL)
242. Far Ali 'Wells: Submit this form withim 30 days of completion of well
For muldple wells /W alldgnhe ttr.We,W (.cmeple- 3@200' and 2@100')
eaostnution to the fallowing:
3 • � 00
Division of Water Aesource9, Information Processing Unit,
10. static water level below fop of casing:
"+"
1617 Mull Service Center, Raleigb, NC 276994617
�jwater level fs oboe cash+&. an
/
ft$`Or Cm) 3 t.f �aL
24b. Far zn action wells: In addition to sending the form to the address in 24a
11 Borehole diameter:
above. also Submit nne copy of this form within 30 days of complexion of wall
12,Well consfrnetionmethod: > f" .r C6
coamciirmtothe following.
(i.. aogo , mtmy, e061q &f9d P136h. eM)
Division of Wetter Resonrces,'Clnderg>round Injeefion Control Progralorr
FOR WATER Sit1"PLY WELIS QNLY_ 1-4' /1
1b36r&il Service Center, Raleigp, NC 216994636
13a. Yield (9pm) Method of test:
24e For water Srmoly & Inieetlan In addition to sending the form to
file addresses) above; also submit one copy of this form within 30 days of
completion of well construction to the caffitY health department of the county
Amount:
13b. Disinfection type: -
FormGW-1 Noah Carolina D.Fdmcrlt ofEn"m m mto Qoarty-D'aviaan of W—Resaaccc Reva2 2 cd 2-2016

WELL CDN UCTSON 1
L Well CmkadDr r4QrMfi=
Mark E rv-s leX` S'R
x75i A
Nc 4PrIlCuma Ce c�'�
Compowwame
ZwairJon�a� -
LL,r as appfl�de ►�d1 a�trP it8
4. bate WeII(s} compared: 'L /7 wsnmw P LS— �S
Call
FasilitylOwaarName - -
Physi MUMCitY.aDdZIP
� S4�
JF= Yw#(ffgp )
plo / A
Sit. Latitude earl ioegitude � �seoumis or dk�sl
[t�veU Set$ oec iet/tong i4 sa�ceerd?
SE5'�8a t i`� 4 G3 r w
6. Fs{sre) iht xeD[s ermsae>u ur 3OiA
7. Is this a rcpaQ team gwe&- E3ym or Mo
IfrhtsIra rgm4rfrfVaffAhvw"rffconxravdo" rho ramraenfrhe
rrpolrundr�d2lrmrarlr*ss+c�ion uroadnebaekafrldtfmn�
6.ForGeoPtobMProrbC er'aWc&bavr these
coasltuetion, b y 1 -i is needed. 7ndicato TGrAL NUN OL afmllS
-
9. TOW wM dcp& lieiavr laad mr&m � � UP
For ontOpk�vr� Urr allul',plhr � %P�- j�Rp�mod7 aC310D'}
10. $,Mfm v am laysl b&w top of asbw-
If wnlprlewel Ls abvre aosal� ure +"
u. ii0!lhD14 diAmOfCr= G`rso� _ rChQ 3
12 wen zoas{iucMna method: iA VDI f ^ • • �'6 ��
(Le. wg , romy. wbkr &redrm% cw-)
DaM
By slgnmg �1+�1 rpm &,,j' mr* ow ON wet w — (--) --* d' - —rd--
wtth ISAXG4C R2t:.RIRR or 134IVr.4C aZC-Ri00 W-UCb SftmIv* aW thm a
OWofMareaaordjwbmy wldedrorhavmffowamw-
ZL $ire 49asram or 2d4r[Ho>}sl vre4 detat�3s
you may use Otte back of this paw to prnmide add iamal va site details or well
oansMxfinn ddM& You may also attach addttionnl PA9w'fn Y-
f3liBNal l'IAL t1�l9illC�'[ONS
7A& Far All W - Submit &b form wiffi m 30 daps of completion of well
comancamto the fak wine
llivisiaa oiwat�zrRrsomses,][efo,matinnPraee�ng43Qlf.
1617MA Sav m Cep, FmIeWPTC 2709-1617
Zan. Far %'eWoa weAs: In addtja m to seadmS dm fmm m the address in 24a
abGM also aobu �we copy of this foms svitbin 30 days of oprnplW— of wcu
eanwactlon to thefoilowmg:
�/ 13ivi.�g of Water B.vmmms,UTit XaWumd L#Cctim Coarse Prow=ma
FOR WATER SCIPPLY iS t'2w �(�l IL06 Mai Serv=Cents, i 1�C 276PI)L-16M
24c Far Waftr SUP091A 1 Wclb; }b addi m to surd M the furt to
132. tread {mat) Method of test: Iffie es) ebov% also sahmit ®c copy of this fmm whb in 30 daps of
completion of veil Cons0ucfian to ft cumay health department of the county
13n.1T "eel3on qF-- AmwmtvvhereconsErueied
Form GW.-1
NmdtCarolinep cntafEamonr talQoaiity-DiviseonofWatsr�esam� RcOsed2-22-2016

WELD r CO UMON FF&M LIMA'
LWen 1-ur-aflow
a,K E ry j le.-. S'R
waitc N—
�75`l A
NC Well Ca Ca N-*-
e-- b Pa :n
�. wen usz (ete�t reelL �:
F11 �Mraiap�l�ttl=li�
� '°°' W.W,& tbf tom)
t;alw�str�rty(�}
f-MU
0Cammftraw1ic,
oftn ttcyftniar
13stotmater Dminw
aba 05,E QItMl
low) OM--
4 Date weu(s) Com1�= __LaLi
�' w�a wo p'ZS -
52. Wen 1.or S.W
F�;titylOwaorName � [tf�}
49
kg
�i1 SOILS
co-gyi Puteal j►IZR (Pit'f)
56iX.ad4t� Made � muds er dn�tat
(ifweR 6etd. aoe 1adlnp8is sutixCirMl
W
ZC
30
Tr�r sG - Tirl'G�I�C
f �.
:.
To
IL { f F�
...
FRM
To
-vim
1�
3a &.5%
Ica
.-raft-
t & a-
&mot
IL
ft
IL
fL M
M �-
M
IL
2x caffics"In
6 Is(sre)fhewe9(s PtrnueklIIt air M wf'-Y
s), && for" l hady CMM�r fkM fhe wrll(d) MW (ver) CaMT&=tod M amordmee
02C.0200 iFelf Cw S7amdmr��dihma
i. is this a repa�to aR WdL E3YE9 or jWo
MT, l3ANCACDZC_QlIWair lSAIiCAC
OOPYafd&rmaxfMxhecnprmddedfvthewrSmvfrer_
aril ueaJilce
jrhis u a repWr, fei oaai6roawr,vrjloaruararlfarr ikon �
nepatrratder IlZlrermm�aeatlonaroa dieSm�rrrlihf*%-
?3r, �tadragramor adtlLtLrmaE well dd�.+:
You W use &e back of this pale t�o paovi&addWand well site ddafl Orwell
B Irar(+�piohelARrar�GewTO aL WdkhnittS thesame
consmWehaaamisYanmayaLgoadtaeltadtiitittaalpngestftteeessary
coaslrucliat, o� 1 -1 is »coded. �iralz'I1�lAI.N1[]MBEi1 of wells
dri>le8•
9.fatalweg Ltt4owi®dsarferei 30�d yp
24a. For An WCM9. Submit ibis form within 31) days of rompletimi of well .
Fvrmul7e.crJls7taafldepr7u f�e�e(e 3�=�'m�d2(]I00)
oonstrocti�fiothe%llncving-
+ + (�)
of waftr8eNowces6Ininzaation Frioeessitrg atilt
10. staltc waits Levelbcbm tap of
1b17MI ASerriaCents.ANC270"-1617
IfwwerkwJisabove=&Awe"+- O
��1 (ire.) t'l Q9
2A L FM In eetioa ells Ln additsm to seadazg the favor to the address in 24a
11,Barchale diameter:
above, also submit gate coo of this Came wMa 30 daps of oomptetion of well
12. wen construetioa metltad: tD1 p 1" •� Ca fIc—
son%mcdM to t :ffiU0win;
(�a anger.EMY, cablr. damt pastyxW-)
ivison ofwawrResamces6Uz4o gromrd lnjecOm ConftW Prugsut,
FOR WATER M"PLY VIMS 41tII.Y: /
1636 Msii Sw7we Center, PAICV4WC 27639-1636
¢
13a Yu3d (gpm} iiletLtod o#1
TAr: For Waftr- HMO & Luier>3an�_t►q& hiadditm to sandingthe form to
(om) above ako submit cone ow or this fom willrut 3o days of
to lesiwt of weal coasoudiam to bite sty hcaffh deparimwt of the coaaty
13Lt. Disiafestion t5'P� Aomaa>"
wht�ecattstrttcted-
N�ht:miatma iiapartnaentufFaxvuan�utalQu�Y-DivisivaoE9Vatair 1tn�ed Z Z2 ZOIG
Form OW-1

CON�IIG"�U OBD I
I. wen CasbsclarIMAW-0ow
Qck_ E 5'vi je.r sR .
welt Cow MIM-
awn ? A
NC WeACao�N7°m�
jba & .D I I V)
DIere- S
2.WeU � #= Comfi: � Y }
IJat aUgpptroabk>veXt� � Its
3. well ilea (e2teetttvr>t =*
[3ReddoddWater ►()
tietwaei3�ply (7
ctzu
RedwrBP E3G=,bndR==ymH°m
stotWand Nawvrry [33di iy B d.
rest
teddleehnotw E)swwdw=c,,&ol
anal (cwWO LOV)
4.Date WcRs)CompEde& s` 7_L
5a. well LacafiD=
�sayrcx>+ F=Tdyrlo(f-ff)
nl.C-
pftwi 9A C�% MdZi� z® 3r
nso4V
sb. I,.�t1t�� ;� de�l�o�lds �dram�Al dt:
[tiweli F�}.i ane 60/imE is sldRc3eta)
To
IL ft
OR
g
S),Adfw% 1 hw� aart& rlXu Lb. -war=) war rwavj cwn.=�na tn amo, dzwp-
Yes ar v
,atrR IM ATACV2eC-0100 or IFAXCAC0X-02M Well Car v-ftaaX=&udsand ilrwa
7. I9 this 8 rsgan to am a
Goad at rkenarmeaftAe
If Cher it o rrp�r, ft$a¢nrlrmrvrl �rammrroctimn � aF
°Wofdnar=mdkwbewpmvMWfoOn%witawner
rppalr carder 1121 rcvtaris secYtmr �� the L� ojNdsjFn+ra-
T3. �e or$dtli�tt� wefi ddaiLt
Yau may toe thn bark of this page to paovide additional VA site dt�s or web
c rr or c - � wa tt� �
on delmis_ y� may � a�i r� ifnWAS�rr•
CQ6StNCtIOA.O1 1-l>.s>Boede� TT�i�l4�.0���-S
c nst
�� /5�''t7RtyliTTAT.TtVbiRIICi�OI�
I
c�
9. Tohtlweli t below land attt T (EL)
2.4a Far AID Wen= Submit this foam witlrm 30 days of co-Plation of well .
FormrdRpleweltsAct ettdVkFJd (—rpte-3@2W-and2@IW')
eamgmcffmtothe following:
10. sbta� Crater le�ei below og 3 G ,L (L)
of Wateriiesomrees,iuformaties g Ufdt,
ffw wrtevdoah aiearsii>g are' " 6r
s�r�riu.) 3 eac&
1517�1SgvirxC�tet,Ita4egt,NG27699-16I7
24b- For Ig WeRr. in addition to sag the form to the adder in 24a
II. Borehole dist�cr:
above, also submit we copy of this fHIM vkhin 30 daps of COMAelion of well
12. Wen mast UMB method: •� CQ �omsuacamto
thefoiiowins
(io. ems may, ca>G &MFZQL
Dim ufWgwrBesr►ot ees, U d hvcv ioa CoaadPrOg-w-
FOR WATSB SUPPLY was ONLY: /(r/
1636 i4 A Savlcc Center, 1 ,WC XIM94636
13aiCteld ( ) — Melba oft
24e. Far W Sc ;ft In additimm_ tossudmg the form td
the rocs) dxwc� also submit am eappy of this fam within 30 days of
caUpletiau of well lion is the County healjh depa=eW of the county
Apt~
13h.AiamfeetioatJpa
wheracanstrtt tee
Form OW-1 M�ht`arvli�Depmtmmtofinvuoarr> Q. Y'ihvidanoiviT�$rmiaccs Rcviud2-222016

2
LL CONS"rRIICl'ION RECORD
1_ wen confisdor Yabr-adow
i le r7 .
WCltconkmax
ziv? A
NC weft c °M-aber
7,ea bO G .D !
Comp&uyNeim /�
2. well ewwwwam Ptx>mt�
TWaft wimbb:�dlaonau
3. Wt11 Usc (cbc& wzff Dark
(Hea6 S 9} E I f- A wa &I
omwe.,t+� List We6erNapplY C
tC.zo
stuta�s�ulBuaverp ��'`�*�ie"
Test
c"Tllcd= W Es c +
mal (Ctased LOOP)
r7 wellm# Z.5— SS
5s. wrB j--' -,
Gn
FacdirylDwoerNsme FanTuYIDgC�)
nsaOj
w t?mretlaeauifi No t>
&.Awdff&MftvM=Uft deffinew
fL
ft.
a� wh-i n6 _ hmw-.. 4L 14
vr�
ULL
&Ruu de it �: V v A� • V v �•
CL[wclt 6J&®itarl=s is sue)
ly
�� siesftw�aca �°
4.3s(ars) the �ia�"eet u'' � gj, si�� y lmeby � tEoo� dbs,.ark) ma f�) ar «�.�
otaYt w � o wid.lSd11»i1C�2C_011W rY�tNC�iCDiC_oDaniYeBCarlsu�uaa mcdAm+a
,Uth 1�Aara�m lrrooarrr�+w�r�les m orhwbMprvvrdedtvfiftUAawner.
,�,aidei/2f ��eetrrauv orwi uie6arkajQdrfuran 23. Sibe �m ar additiva8i we11 deta�
We11a having the same Y. =9 use the ba& of Wis pagh W provide adM-msi well site dcWls or well
it. For Gmprdbe M's ar � G 1 coasnuioa A&A, s You maq also atfsdl sdditlonal pages ffneec�atY
camstrudion. 1 -1 is taw&& ie&ew TMAL NUhMMt of wrib
dreilr�l;CYIRARI7TAY.iIiITRUCPLOI+iS_
�• �• �� �) 24st Ft`r All_ Well Submit [Iris form within 30 dep of GOM1eaan of well -
9,,,.ndlvrdl �lowlaat!smft 3 08'mid1[Q]I007 mmshadiontothefgowi :
Fer vnrflipde wit tis! air �plkr %Jd lam-
DwwanafWater Reson+Tes, on�Unit,
1Q Sta6c water level &F&mv '+ ail s 1617 Mall Serra C ,1 ,1+iC 276991617
Ijspurer faNel it above caste ire "+" p r
11. Borehole dlameler- I/C�t- ('pp.} Lt �O 24b. For 1n"� eitg: E, addition to seuftg the imm to the addmw in 24u
i �dl above ako st$.a. OW -0f OAS E-M wWm 30 days of oowpleffoa of well
12. wen consbvcdm -waob tatl i D_ 1"` •� �6 �— _ _ e�w.l . t d,-, oliowing:
�e io6oy, f` cpnds�) ltiv?easnofwatm'Bmm=es,Undmvomsdlwjafi=C0ntfoiPrq"EI4
FOR wATFR 911PPLli w giV1,7(: �(f �� 1636 Mm7 gerwke Cen r, itateigl4,NC 27639-106
13a. Mail Method eite� 24c Far Water S4aroiv & laicedonl Wax In aft as to stag the form to
{gpm) the C,l} above also I*mit trots eapy of tip fom VAafin 30 days of
tomplciaa aF weg consW,, im to ffic vmmW Im th went of the eot;niy
13h.11isns[ecti4ti f9Pe= A�11aD� WhCd�l�-
Form OW-1
NorthCamUnapepacunrntafEavisnnmenm!Q�dY^Div�siunofWsterRes MI= ticvimd2-22-2016

WEI.I. CONS"1RUCHONRSCORD GA--1
1. well Coatsac erYulbromlio :
,q,k. E s�i le r �R
X S 1
NCWoIlCaC�N� _
2.well PcmHft0- PkL1Z rf
�;St (dr � i4euCalbrrCG�Wr�* t� t7t� cry. � v -— ��
3. wdl Usc (ch=kwdl —)c
(fieaiiagjCoo�iagS�Y) �g�tiaiWstrr �pptyr (�)
ommucial Oftad-" watrrsepAY (Sh--)
�, GZOlfltri�.
hmw rjomml,�ltmftim
agetutdltecavay �sall�ly)
dTechnology
(Ctosea LWQ)
4.Daft WeRS)Comp> a: 5 3 wellml� PZ5—Sb
f. well 1,oe.tlow
Can � �r /V•�.
racaay�oi�ertaa� �,-�s»Cd)
rwow &mm;& cox —a TV
Soti]
-�14.t3t3x+0�
bs-IL IL
ft
fi fL
Ay OLI3 sfL
> hkvff=ff-w&QW9
It[ wh n6 q-
56 l atlttide sad ordt axial deg-=
,& y
2Z. 1bHi:
(rFweII &K a= bvIloaBig sawmw -
!G`f`7o3tzC- W1
gst�S��rC 1�
--
I nop due the wars) was (-M) mmareer d hi a zord.=
Qf 2W DWO"r'
wQaasu
.Mh HA 1J"CWC SJrW or IYA WAC MC_MW ifefl Cone atotr3aandwrdsmul!&� a
lrotkexellom�
m tan0Yizrl
C°p1`°frhisremndhQrbunpoml
lTs
impair rmdrrRF! fertlmi ar oArleeb�+taftklsJbP+n.
2�. �tp tlr 8d91�V�1 �1�
You mW use Ste back of this page is provide addidmsI wrll site detai13 or well
8. For GoOpro1�1P1' ar (2o�-imp Well�lrgviiigid+: sans
�'ls- Yon mayalso attach �1 ps$;es ifneo�aty.
consftuction. 1 -I isricedtd Indirate7�DiALifUM�EitofwualLs
9 Total vrdl dcpffi bcbwh ad surfx= )
24e tQ AB We]W Sam t ztjs foam whWn 30 days of —Milled- of well -
For eadapfewc&aaulf ( 3Wm'aW2War)
CGU& dtoUtoilicf0loVimv
Ieformattaa2m Qtdt,
�.
Iiivi16
10. Stack water kvrl below lap of ca14g:
"}"
7lV A Serves .WC 276N,1617
jf wafer Level it aLove une
p
�arehole diaaielrr_ �df �'�i+ fm-) 3 Lr / ack
24b. Far l ' " Weas: is addition to stndmg the fm= m the addnm is 24a
11,
abav� also �t one WPyf aFthis fain Within 30 days of ivmpleiiaii of well
x2. well constrttcoou tsetha b " CU �!
man m the sollmvm�
(LC emuffy.Qbta,d�P®�ar')
s,
RaFwattr> aarof�.Umd-w--dInjecti-CaatrelPrQ9sm:
WATER PLY YV LIS t)1►li,Y: ArfA
1636 DMServke Cetdw. NC 276WI636
�FOR
Yidd (gpm) Method of tt
24, Far Water &W& & iniediN W� is ad" m to acad"mg the form to
�e addct (�) � also s i Wt one copy► of dais fiism within 30 days of
com& ion of Veil eo�uction to the � beam t of the county
l3lr.11isinfee6oe type: dab
wh�ecaactcd
dorm GW-! NaRtirtmlaen rsmtufFavnananaial Q�mlity-nivi�anafWate[1t 222 2016

WEI,r, CON gTRUc ON itECo
1.well raatracoorIafarma
4rjC S�der �R .
wetl cu�emrN�pe
x7 s -1 A
r�cweucrrl�
frs: arl r ranbre,�at rr a � M cavaX Sum Far. w .
3. well Use (a b-kwelt vfi*
OMmrierpaUPOhlis
(i-1 W,r.ft&.p ) [jR=WcnW Walcr (si'Mft)
Mnulmrig Epwgd-dd Flatwslapply(sb—O
c `Z4
E3AM,1�
�S®lmtiyB'
4.MteWeWS)COm0ft&q I is r7 wa wa
4 rw ►•� •
Fecaulrlbwne=Heor Fae�yll�(�')
A
56. l.alimde earl bagltede �seaaadsar dt�intal degm=
C,fweR se1� � tad4ansu)
�s'�tiF43 43 i��tg3?3. z �- w
TIA&
f rc- fL
a fL
r'�h
r« t� aL
22 CtxtiGcatiorF '� � •-
-_ - Daft
6. ls(sre) the vnM(s)Wer=== or ®`Te rary
lmrhy r �� vw (pew) emansromd ar aeawdanee
Oy- or
7-YS tht+ a+�d'to as vve11: �� rlAenaarm afrl�e
�npyhtr.ra arl�bearprwldr�mr7so��Cardsmrdlhma
ffrlrrsuarrpdr,,j�Qm�taa�awvr>a�fwontrsrdiwi�b
repatrrm1Aertf3lr scatra►Oran &cbj *gFA&fwM
ZL Srte Wan or ad9fisnalwdldetafs
yea mag l= the barb ofiiouis pe to p additional well site ddarls or well
S. ]For GwpmbeMPT ar Cksb&lAop Gwftm val Welk having the same
omaftucflm deSa& You msy sW attacdt addWoaal pages ifnecessaty
eonst�uatios, ugly Y l is oxdcd Iodfrate'CGCAI,Iy[31VD MafvxHs
SIMM rre3 INS# 11Li[T[ON5
drilled N J ^�
L -� fi)
9.F Total vvdl lw Lel !ate B:
Far AR yV�: Submh ihie fom within 30 days of MMOM® Of well .
3 mrd 2WOn
Vj"w# (�F�- ���
OmshacW
6o � to the f011aiwing:orrrmflrpde�vrJLvlGsradt
7 8 (it)
was afwafcsRas ces, �h Prdeesdng IItttit,
10. SM& wain Ievel belay top of CM&g:
"+'
1617 MaD Sen= Czatm, VA" NC 27699-1617
1f leurl is afmve as aye
+� /
`i ��C'�L
L`f S%W (m.)
7Ab. For Taieetlan WIRE hz aMAiaa to se�dmg the foes w the a Mn= in 24O
I1. Borehole diAfsF teF: .3
a o submit C= copy of" ram within 30 dap of conWIctiap of well
�t
12.Well canstre anmeONKL' trCml f — ice
onmtiscfOlkwb9:
(ia eogatmtffiy.w4t4dazd .ese7
BividonorVAOrResonras,if osdL+ =A—CaairolFragrnm.
FOR WATER S1MMY W t3NLY
1636 Atal 6eroua Ceatar, Ral ,1'IC 27t�14 i&iti
13s Yield (g{tm) � offish
24c. For Water & i " On W Is ad&6= to s�tng ft form to
the (cs) abovr, alm ssbmit Onc cagy of this fwm wrthiO 30 days of
of well coadnK ion to the comty heal& depadrnent Of 0te cOuW
13b ljidnfutisntype: Amount
wherecanstractO-
iVarthl-�olrtm oflw�ironmw�l tZpaliry-Us�ia®nf Waflerfi Aevaed 2-22 20i6
Foffn GVIF-1

WELL CONSTRUG"iZON RECORD LC -11
L wdl Costrar,#trlawmasm
WaH cdnftUcMrNM=
x7S4 ►4
NC WellCo rC-'N—b-
C'mPaWRAM
4. Daft -Wens) r otsplrtea: ' R 3' W., U, P ZS- G Z)
Cc3AJ
Fac;litylOwaarName _
4 AFO--A ]
N.C.
Fi nTdY IMCLtk)
sb. dear �r�rt�d aegra=
(tf".usadasufficica)
4zq4 9. G 8 N
s.Is(sre)1ltewell{s} 'e�as�t IV
7. Is this a repair to as Ming wtll: Dyg or OTO tke nurrue afrhr
IfrhtruanpxrfNlaa�rl600Ksv cos►srraataae5 orm as �
rrpatr wader Alf fenrmtias0h0 ands the fi-*Ofth&faM
S. For r�a+ubelDPl' ari7osed-Imp C.wll�erasalweil9 baYm$�s�
enasts+tctioa. a� i. -1 is IsdicaeTOPAl.lr UMTiJ+R of wells
drilled:
J, f� i 7&vcby Offloy,har weu{s) um {read) cwsftwed rn aceordo=
,vial, M WACo2C_01M orMNGtC 02C.GM W a Con *ar grmwf",Gs=d rhat a
..pyVroffrewrdI=bc=P V&WraAffW fawner_
-7-% SW 4b gtra>aoraddldong sre]i4e4ft
you stay = gehacir of this page to pmvide additional v& site deWU or well
conshuWan ddar'Ls. You may also attMEEt additional POBAS if> y
ti ,III : Iti-I-4t I RIOI }
9.Total WMdCP6 MOW law earr*c- `� � f�1 24a EU Ali w Submit ilns fwm within 3D daps of oampieuos of well .
Formrrlr7pk,�dLslLsrdidkyt7ctif {fie 3�2f10'ar�d2®IDO'j consunctkatotbefailowinw
IU Static rester level below top of � ' � (L1
tfwxerrecr11ra7mc=&&ram UM +"
`r ' ar i�ac
11_BordWediametw. So. Cam.) 3
iZ wen tansiractioH snedw&tt0l t^ A C6
fy—
(K: anger, M%Wp. ®bie. rfaw push. Ct)
nivisfnn of Water Resnarres, lef4rma� � ��
1bi7Nfafil5es�iceCeiatQ Balelgb,l'IC27699-1ti17
tali For InflEfin wells: In addition to ceding the fmM to tba sAhm in 24a
abpM also subot one copy of this fmm withal 30 daps of POMPIction of wdl
consintrii on to the fbHm vhm w
/� DW on ofwatwR ,1T Iajecffea Comtrvt Irrogrartt,
FOR WATERSUPPI.Y VYFd.7 S ONLY: /�/ � 106Ain1 Smke Cems�, RaI�,PIC 2709-106
13a Yrr3d McAhad oft 29F Fvr w� y ' m In adilittm to scudmg the � to
(9PM) the addwss(cs) above, also soma ace OW of ibis fart v�tin 34 drys of
Amount; rplctim of well � to the coamY health af the MMty
13h Ilisr+nFestiaa type: wbcmcrostt m=&
Fo. OW-1
NwihCantina1}eprtmontofEavuvnm ntalQ®Uty-M'vntO°ofWO=Rcmxtas Revind2.22-2016

wELL Gp tUMON BEC LIM 1
1. Wen Cotttndwbbn=f-w
—Mark- I Pki ler- S'R
vv-.uC,t—
v.-sC A
Nc WeflN-ibrr
zwertomftocamroakft I OW
L.0 -eue fce t7t+;co�ry, >re �i
3. Well 17ae(check well=*
lrc
ammercial �Re�atiai W�r�iy(l
tzs
ReChasge
�(�Reseeclra�
ShuagaandRwavmy
"lest
�oamwaterrl
mtstTechnokw
��C�ir01
adfoO edlnop)
4.Date WeR(s)Con S" 1 W.Umw
SR. Wen IACS90 :
FacitityfOw—W— FsrrftMACrf*Vfra6&}
ftdbfAdd=.CiW. -dzip z� s
I1 S�l�] r�tealr�.trtrfl
3b. l ati�deat4d�® �atd dsord l
(ffweII field. as iaf�ad `fit) f
TMALW
fL
_ _
a Ws-fL 9 i-- k q,6 v
tStsA vm.r CX
YG, SAS R 4t; iS+' cw yea %fr
t}. n
i
lz
fL
nlr
2Z motion: 1=0
6. h(we) the weg(s)Mrammm Or
& rAgt the wea�rj wm 6wrrl eomn�eered m mapatsdmxe
BY �8 �+ne ! hut:5y
QYes or Mo
a'�/h070
C�f�mRJ
7. Is th(s aiepalr to as t:rbCMg wet1:
ljr&IsLrar,�rAa�Jbw�er,�lcooesarauinnirfarniw► the Hamra ofrbe
(ilt liC��O1PNCl.fti
p
Qaf+ r4pdPi ti21 r�nar�ur av ��tlre BmeEafddsla*st
23. Sift gym or addWannl WdIdEtaft
Yau may m - the bwk of this paw to pmvide adddinnai WA she details or vial[
L For CwuprobdDPr Or Closcd4LmWCcoffwrmdWdbhaft the sme
tonshuctkm dcbuls. You stay also attach addff onA pages if taary.
conshucuo]3, Ii-1isneck& ��TOTALNUMBERofwAls
drill
fiIIBlVt17'1'AI.MNF R[Lc'IYc'A�ts
9. Total well dcpM blow l=d ffw f2= 5v --Aft)
24s. Far AnlclM: Sulu " fom< within 30 days of aompleiien of well .
For iplewellsRu�fdepf7aij a :( 3�20Q`rmd2®1A0')
�onbotheMmvi Jr'
10. $tatfc water hvd >bdlaw inp of clemg: tit S (Ft)
«+"
Divistam of Wa wResomr=%InformQfiM Proms Uldt,
1617I4Iai1 Service CwW.As W NC 2709-1617
Brwwerkpd iv abaw mhe wpm
tl
�`'�W din.} Lf �a
24rs For ItrieeEion Weller in additftm in smdiaq the farm to tfie address iv 74n
11. BOre�letiiamerer:
abover also svbznft mm �P9 OF this farm ~ 30 daps of cpropldion of weft
13. wdl Conan mod: �, IQtA! � r -- C6 �_ _.—
6u tq tf�in}]aevmg:
Ct.a wem = my. mb%. 9 P35 , dr-)T�
FORWATER smpL3f W�.S ONLY-
St�C , Ralc%otNC 27ML106
�A=�A�106AUB
ll�ethTAcForWxg&r
& I " `gg W 3n to sen(Ift the form to
Ere adthem(es) above also sabrait aoo ctspy of *k fumr W ' 30 says of
complefimr of arell its bo Ilse om iLy Iteatlh md of lbe cotmty
Awltctucted
Farm OW-1 PdmthCatolmaDcPmun ntufEuvinmw etdQmtity-Divia000fWarrrBesotuns Rieviwd2-2220I6

WELL CUNSTRUCUON RECORD ACM-1
1.wen coutmelorlun mas—
_4� E
SVolk Catma�or N®
A
NC well Ccmrars�
z. WeU C rffRfit#- P `�s'�
ISrt arra,�pricarire.a�awtstrrtrAaopeQmttsr� t71� �, s� �aa;r.. �)
3.WcUU=(&c&WO=)-
Y)
mmuercW wa6erSupply(shared}
ft.
YAM
Ire -
t7 $
8r
ywt:
harp
wandRWDVW ElsslirtitYBmfa
t [3SmmwwzWD=hmV/�
kiTecimO)agy �S Cfuelcai
(euosed Loop)
:,.
la
�u sltti
�i ►n
S�
.U4-IL
4i+0.T IIZA
g
I•IL
�2/f{` C'i!
E-lm
m
I!'ICYtn:�lir&w�.ss�Yndcatr�eslflaL�e�
eotlx�mai(fl OlutgttetUM) JLMff1 fjUUWtruc„QVA. j !
EL
D.
were) CoMIFIeted: S / v-WeII lD� �Z� 5
4. Date
I.
14
Sa. waed Low=
C�a
fr:
PWmI A&heM C$y Weer
A9-0A]
(v Lace 'ii
C-IW5"e
'4 E 4
W:a
na 4
m rse�s Or aet ifnal
sb. �tit�,� 9,aa Ie�+�'
CfweA ficJd.rm IWI-6 a mfiuient)
m �;
Q�
— ` _ -A `
6. h(am) the wdK, er--m2t or ffiftempormy FCF164-
7. Is this a repair to as emfkng tvd h QYes Or Ma
1JfhrsoaWarr JUoetbmmad1cvnrlr>remn fmramfespIaWthe BW—Odd
rmpalrmhr I71 nmwbawff—.,a» tdw bacrreflhrsfcYm.
& F.r GeaproLdllPr Os -I.AopG I weds haain *c same
consw dion,n i -] lammed jmhc TOrALNUNBEKQfwe]ls
drMad
9. TOW wen dep& bdow land sm G1cei ;. a as ad3®1a0'i
Xurmul6pfe w�erti IW WI dd. pr( 02m,
10. Static water kvd btkW top Of e )
f%waverre►ellyobomca+g;psc +"
11.Borebdietdsmeten C.."Sb
12.wedeous"COM A", ao rm
(i.c augmMaw. treble. d`ucd
na. -rugd (gpm) A&SWd eftut
13b.DismfecWn types Aum n ft
si nzuFf�atif�►Wellcan m ur
By croft thrs form I hereby cc* mbar the >aaefrfs) wm fin) cONA"mftl frt acaotdance
wirh ISM WP IC =.0100 or IYAMOIC 01C.OM Well a -RaWi rds mtd lW a
rnpyafrhtr recandh� lm®+provlda'dm the iorAoaarna_
23.Stedsgn morsddwnfmlwd defer:
You may use the ba& of tlas pW to provide additional well site A-11 Or well
cansftuc nnddm-K YOumayalsosttatdfvMWonalpagtsifn y.
�A9P1`i'ALINS7'AIJCTiQ 1�
24% For Alt 'OVelia: Sbbmk dhis fam wM io 30 days of cattkple6® Of weU
coustfut onto the SolicmhW
DbhftnerrwsjWltemams, Tmfiwmationrroce2vingUnk
1617 MM S vks C UDWt F ,NC 27699-1617
241L For 79e[:lan Ia addition to muding the f = to,he address in 24a
above, also submit Ode r.OM of this Am w 30 days of wmp7ctiun aF wen
uamto thefonmviar,
ill WWu u waiw Remumm Uhder&Tv=d Iwecfve Control program,
1636li aserwhrC mi r, R&TcIffi6NCZ7699-106
24c For Wxtor ftF& & IgIgtion In addition to s=diag the fora tO
dfc addmss(es) abom also submit ®e copy of Ibis fmm odium 30 days of
rompldinn of we➢ txkusftU=hM U the oodutY btdffi d4=ftnemt of the cOunry
-%huc conshurtei
Fn.m GW-i HurthCmaliam�ofFmYQamnesimlQualiq'-Divisiemot NfaurAeswaaa s Revrsed2 zt 2016

WELT, CONsrRucrYox RECU Gw f
L wdt Corcmdur-hfart mam
weucmw�*�
A
NC well Nmatrr
lea �o 4) re"ll."1141
CompsayNams
awenv��= Dk4s-e. �
dt ra,.dr tr�+�rmr-com y..Sb=>r ua)
3. well Use [�wdl tuck
itc
or al E)gIWcItmlWAWSWPIY(*—XI)
tZ
mjpmdRecavay E33-wAyBzdw
t [)SmwswDmbwV
dTecb~ 0sAidwwCadmI
(Ckmzd Loor)
a.Aate�ve0(s)Cb=pleltd= L6 r' wen. PZs-
sp. wellLGMOM
FaaXg40waerT&MC Sacs C )
PhyviW Adds. CiR-4rBS—
A ns-osi
CG=IY t 1�xa (mil
(:farctl find, oneleolfa�g is1
314!
J1�u�I
S
ic
3.*L ft- I`f
rm-9
EL
EL
ML
•-
c�5"Qt� 44 RG-1 C . !� w
,71 r
6.7s(are)ihewCg{e� Ir. fi&
s �W-9 Dam
BY Aiwf— tha &%- weU+) •w (wm) =ommwd ft amor&—
_ Dy- or
ale 1SAA�ACV2C1110o nr MATAC WC.t M iPdt C=ft-ff-Sawd-& -d &w a
l aue�
7. Is this a repair to an
pis n Dw by Wdl amutr+w'dw+ fi#br—,- andagdam pM rAft *die
d0P9 Pl rid b� deernPrvrl�d � *
leperrmdEl#21 xmufxaodm yr au AM haaFq%EbisjF
Zip a or wdl i
You may use the back of fftis page to Wide adwell Bite detmlt or well
8.For Gc l"bdDPTor[ -Imp {Wd6bsvingdtesame
C*n9ftWfiMdCtwlL Yonmaystso--Iaddido"Pa8'+wif>z ]'-
consmwflon, o I -I a ueedod- Mcm TOTAL NUMBER ofwdb
9 Toial wtn d fi&whmd wr&= (IL)
741L For Ali Wear Submit t & farm within 30 days of ComptCkon of welt .
reranrrip�e�araruunu�(��2�m'���7
s'4nstEuCh tub �'
10. Static water level tebw lop of (ft)
Divider of water RewurCMb&m=fim ProCasiing Un%
1617MagServieei ;32aie ,I�iG17699-I617
JfwxerlewJbabove cuftMW %
`rs�+ f) 3 &' eae ='
7Ab6 For Wltc m WeIIs: in additin to smdisa the fnim to die sddmss in 24a
I1. $orebde dbunetev.
abovC. a1M submit one � of th'm Rom 30 day& of tompigtian of wcL
.� e6 _
la Weil Cons
armto the fanowing:
FOR Vl►ATiiR SIIPPbY W$1.YS aN1.'V ' /r�
3S61VI"a0 Sic C�1sr, l�dgi<,lYC Zi�4-I,�G
24c For Wahm I iWens:Ia ad&fim to wading the form to
13a,7Cield (gpan) Method o4
the addue(cs) dwvc, also submit one uW of this fmm witlim 30 days of
COMPICtian of wdl awgmdiog to the comely health dt:}t hnM of iha comLLY
13h 3lisbtfeclon ty A
where acted_
Fame CxW-t Nmih Cataluna uepanmcnI1afEuvftuAmcWa QuefdY-Ihviewn of WeterReswucet Revd 2 22 20I6

WELL c N9MUMON RECO -�
1- Wen r.+oaftudOr
sue, f le x- �R
Well connatmrwmnc
4L'7SY A
IOC Wellc1urabr
Z-ea Do 'b (';'I•'A
lief arl appFrs�re w,dlsnmvaa�+Pr+ ['oraey, Y �)
3. WeU Use (Cbc& well
rV&w*mhffi&
(HCaa g ) aI W&a3mAt9 (siD&)
ommercial W watw q'ZY (shmrcd)
C'Z d
Welt
RCS tvat�rRrnindtalt�
Sft3vRpWdRt vvM �]S YBzuder
Test
bmw7tdmolegy -
Ind (cad LIMP)
4` Date WeWs) CO=VIcft : S d� ! ? Wend ZS- `l IN
51. WeRlAw"em
Faa�ig�rOwaQNaaa: t'ae7ttyII3�`rz€�pT�%)
I! SCs p�,rx0. can
�r
5k I,adEnde �d - � degm—
rtfweR&Moon107mg1s)
ifs �_854 .44 _n IC 3W
t(I1,--I Ssf,,-
o tz
Lf-7f
PL- hl-
mom 170 DIAMEM
7:SL+I.:,... �Aasiaret
nm ntet�s¢tt sr�
AM
ft-
fi.
u
dvs f
SlV—k2.5
(-YL�
tits
�Ji
�a r�t<f'
&
it. $ .
a,zscs
IMP
6 Ta(aie) iLewelfrs' a rent or
y. rhfffaM I hwdy czno rhae da ww(4 um (wr e) conmuded id aeewdonm
QY or IWO
with [MAUAC 1l1" C.Olw or 1361VC1C 03G.OM MY � m+d,rnm a
7.1 s this H rt !O as
ljrhlalsarr�JNlaar�own�eiloormrirfanwa���"r"rlsenuotw=nl►he
°0�'dl��cnrdffi�beuipm�adwd�emdlawncr.
r�poi,^ �oedu l✓zr,rmm(as�n orawdg 6umtafNt�f�
23. S:ibe t%m or ad�tolaal
Yon may tw &e back of ibis pW to gm Ma arlditiaW well site Befalls Or Walt
8.F�GeopreirdDl os (s p WeltglBER the same
n i7s You amyalso allwJiaddfimW palp ifnecessaty.
lica oIWA
conshuCtion,f►piY I f��-1 is�ede� Ia�is�6cT�1'ALNfIMSF:fzofwe]La
mcdc&
dn�led' /�Ijj d r1 _
S[iI3RtIPt"i`ALIlY�
9. Total wdll dro bdffw later Saner { )
241L For An No= t Na bm tivithin 30 daps of ommpptesinn of WaH .
For md[ip cwe&&Ialldgdff#-u +F(mmwk-3@200-OW2v10)
Eon�uC[loglotLcfolluwio=;
lo. Stat[crveter levd bd w tgp oEc&9bW. `r _- _ _.{ii)
"
Y)ivislun aiWater wncses� xi�a�tiun Psoees9iugUnft.
1617 Mall Servtoe Cesoer, Rat s NC 37699-I617
(fearer revd h aboae oaring, are t
6t
Ifc fam to for addms in 29a
11.1Borehola distns bee: Gf1Sor �m,� 3 1 ac&
2Ab_ ForWlertfun Wells: In addition to sending
above, also mbmh ®e cVy of lbis fmm wphm 30 days of oomptcdon of welt
I2.Well ®nsftrcB nAwtb* : � •► e6�—
pmst�vctientathefaIIowin�
(i.a- auger, eumsy males dues nth, etc)
Iiivis�oa of WaterRfsomres, IIto�tl7ejed'ion C'anital gym•
FOR WATER SUPPLY WiifAi OHI.if Jai/
16361V6� SaviceCter,l(acig ,l�iC 2T�9-1d3G
13a.Yield(gpm) �� �
7AG Fat• Wale: 1� 1 " 7O addition 4r scad'mg the forest 1a
the od&ess(es) above„ also V&Mfft am COPY of tills form within 30 days of
emnpUtuoo of wM cwmkmdion to the e�ty bealf dgmtmem of the Gamily
136.DisinfeetlontyPe:, - Ate
whereQonsh'oceed-
Form CrW-! Tio�th Cmaluia SkpeetmeM nfFievu�eatal Qmlay-IJiYisam of W RrsamRs Ravlmd 2-22-2016

WELL CON3TRUCTYONRECORU GW-1
1_ wdl cuntrachrr Iabr
ct,k_ E Yv-t Ie a~ SR .
weuCO=wmrN -
2P7sL? A
NC want'oNc�b�
lea DO
2we11cmWacumpe"aftft Pkere- S
3. Weil Use (dmCkWeB isek
{may] �wr�sapp�{single)
a„umcciEd �wateTs►�pt9{ 1
G'Z
[3Gmmdw4,RcmeffiAtim
Starwandliecovery E3s9h&.y}3cminr
Test
KnWT r 0 CGsmA
eW (Ctosndl uap)
4. Date wdt(a) Camplde� s +� } wen nw pZ S " lob
s�.wen=
Fate�uSdOwaer3�Tao� Fsei1'4p IDt'-[cfapplrah�}
317s-
CIS* r�t3a i can
Comer
0.
$J> R I _ u4,141- &Oater-
I�ticjq - a40nC Co rev i
7:��'is.-..---:.-.,_.:r:.::-•-.-.-,- .__-_,.
S 7r"
U.
�a m az�'rrt�ir.
ft
iL fL
�stii+mds�racrc �^
a dM
4 3 f. 7 i— 1L ► �
D` 6C4
2>�
� ��
(ifwell field acv� ie>l�is }
c{�coaG 83_N !G�f44!3 t°Y
A--Snr_ l / f
6. Is(are) the wefl(s}�aemt or C�poxeiY
_ DM
�r I elan the maN xws FoeroJ ogled in armrdarn�e
Ov. or2wo
�'
w�Li I 030%l Cos am Sinei a
owner
mrd r7rCrmAaeofr]Fe
7: te' tbbs a repadr to an a Irfepf7mrfrr't.wrO�drerrp'
JrrNelrrearulslbsoeoNxnkv�r
wo"ftnvWdhahftproVj*dAOffWmm -
ora�ai rlrehael•+�d+�farr�OF
fialtrl
� g� er aerntd�r pBs1 Wkit
you mpum�fe hack of this peen to pmmidc addhimO well sfte deteila or well
S. For GmproWDYT w ChntUp Geothermal Wells hoeing the smmo
conshmCdon dchuls_ Yen rimy aLm atlaeh additiwal paps if aneexaaty.
WnsEAICtioD.l►�y 1 I is mn:d d. to WO TMALNUNBEtL ofer Us
�
t_EMSYMPLA
dnned� J /
7S - {f]
a
9. Total W& bebw I� surfer
i4� tII Aid wdli': 51ba ibis fatm wOd 30 clays of rmmoe iun of wall .
-----
or,wlriplaweth![:<affdepely f (e �3[ojl�'mid2®100'j
Consftac to thef&owing:
10. static water lend b&w tDp Of ems: 'A R ]
Division of Waif p wVrq s, Waymattoa Procewft Ulflf.
1617 Mail Sexvid ccmter,BalebNt 27699-1617
Is abode easb;z
rfSOef C+ri-) 3 �t Q�
74b. ForTniextten. wdix to aaditiun to sWdiag the fmm m me aftass in 24a
l I. t3orebult
above, also -submit Om copy of tlris Rionwi9riu 3(3 days of comptdion of well
I& wen emshmcf-a mod:
fotlessvmg-
(i.a saga mfg15. �4 daeetp�l4 e�a-1
IIIVi�ptt of WBferRs IIII��d �l�e C�hrot Yrogram�
IrOR WATSitSOPPLY WEiI80PII.Y: /I
16M Man SenIm C®ter, R&Id^NC V699-106
13a. Yield ] DSNhod oitesh
7AF For Wst� Bimini* & l ieetiun In additim toscnd�g the form to
.the ad&e ss(es) above, auo submit an copyCompletion of Y>as feam wrtlrin 3tt Mays of
Of welt diva le the oosmtp ma ffi depattmmt of the cam y
131x Aismfeetioo type: _ Amy
c�ete oaasicueted
NaalhCmoimu ix�t of£uvisannusiat Qoaiitq-Divmafw�rlt Revtcod2 ZY 2n16
Fame [iWd

WELL CON UMON RECORD GW 1
I. well C
71z,
watt rA�
x?$t? A
Ncweueaau--d-c
.b
compmWKIM
Z_Well.Caesir=�ese S
llaf u]I eppJ� adlawrrtracdorap�ttr (� �G Cep, �� Ymfmsrx etrtii
3. WeHUSC (che&-cg
(iicdingJCodifhgstrpply] �VVa�SupplY(simgk)
WaLerSnpply (�
qtZ
RMI-W
E]awntaterRemo affm
$wnWEEadRcwvc'Y
y$-d-
Test
he w Tadmolm
[3s idww cwnvl
nua fcwxd Lwp)
QT-=
a Date Wen(s)C+Or "I t 1? Wamf PZS- I1 a
Sw. Wen=�=-`=
i! CQa 1rK I{r.<!.
3'7 s AII /ice
i1SaN ____.� pmcett�iJxa man
C =dtY
Sb. %atltiude� hem sec;osdserfl dh�ess:
[ffwrsulScld. ayQisa)
W_f�� ��c7 w
IL
FRM To utel�ttsh
A?
A Fe-
=19
'r7D3 �lATFSIIAL
3 r� "7 rr 4!k`a i': r & Mao *-)D, vr�-
aS $
66
IL
rem ld aL oir4
� � Wit I►6 1'1�ce+� Q
22. C*sfifieatonr
-P, JQ
lye
Dft
6. ]s(ar e] the�veH(sj �� t or ��°
Bj. sgndag lhtf fay I ha*o.� ow t he wao) um (w) tmu—& w ire
QYts m 90
with IM IST�IC0 C.DIW or ISd AUAC D2+C.MW WeII C rtw myddw-
7. TS thl9 d LD an el g
�PY���mmd8csben+pravlr&+drorlrrsworlJa�>�
]frhla lsafepf�trjlllema�Irnmtrtxftan���P�tlwenmroeofdre
tr�otr fardu 03I re ar ormt lhr hr�f of rlWrm
23. Side dbSram or addWmai well deU1il5:
you may Om the l� of H is POW pmWe additional MA dtc dcWb or we11
$. For�aprobespr er # -laaop wells havingthe same
consMwd m ddmlr. you may" anwhadd onfil paW iffy.
constmedon, 1-1]Ls nee" IMAL XUAMER ofwolls
dEjUed,
9 Totelwelldepthheftw%asarf 3!?- 9L)
7AL For SUbma 1WS form within 30 days of Campletiw of wen .
For wuliOkwd&Z&ffiUdlyflaif4"(m=wphd3@2W'and2@VM
Crsa81 uctiwtiDIhcfdbywIw
70. Statle water tevci below tip a F 3 tp. O OL)
DivWm; of W8tW ReKrees,bff9TMROM PnWevdng [i"
i617Ma0Set ee ,Italelp}f,i!1C27699-i6i7
If.worledisabow vasbZww"+"
I�SGr [ ] �� /FOCI
24tL For jnieelion'$reits: h, addhsiva to sa3dm$ she form to the srldresa is 24a
ii. l3arelwle ameaei:
abom also submit - ropy of this fmm within 30 days of muTicaon of well
12. Wen cam mod: CCFrf�=
candnrdimttothoifol
(to. fmgccilomY. cab*
D wilffipg of Waler $emwseG� Uedrsgmand ]Wjwli- Centroi PYOgram,
FOR WAS Saar Y was ONLY. A f A
i6XM&a savue Cetrr,>Er, , NC 2709-106
13a.Yidd(gpm) bkOwdof�
F �s� %the fwrn to
*e cs)h� also me copy vAjhm 30 days of
C=Plclim nF Wen cougaudim to Qre ouansy hmldf &pa =aa of the cmmty
]3b.Diat eetiou type:.
whehe wnsuucw&
Fain, Ow i NahC�,.tioaDgwmentrfFushcame WQua&Y-Divisi-cffWater Rcvised2--2Y-2016

RAELL CONSTRUCnON RECORD GW -1
>_ wOi Carl-&"—sa$:
tzrk IE
W.0 ti—
x7 S g A
HeWcH
2.wicncos-,
11ld au applLavhle wtlica,sYd�aP� 11-� [f►� � 5Y� vmi� �)
3. Wen Um (ehectcweg us*
Water r Welb-
eatmdal - -
(�s�y) wahrsoppfy [�?
ezfr,.,h,driaVC�oo�l atiai Wea+� sapply [s��
CZ
BVMORCGOVM EWMYBOEdw
t D5tammww
Itaedtov E)sdmwa=cmwd
(Ciasui%) E)Tmw
.Daaewr>�Es)e= S 41/I1' wens f ZS-(.Z�
S& Wen 1AtROM
yrow�l+�aa9(aey�a)
r am,-d 2*
A_ Soli]
now
Ss- iL $ koL4 Re
fL
IM
� ,
� nleNnet�
14,
bL
30 &1e-f.-t- $
i 11"
cz
is
COMY Fknxl rdadiucsfou NCtwo
llwhN Ad hf Zg —
sd.lsti�de�d �°� ardm.l deg
r
�: �'h�
(iivrcII fdeld, paalla>tgis sum)
----
G. �s(are) the we8(s esm>tnr°L Rr emparar9
s;�aeaftwalcwftadw DM
By agakag rhtr j6v� ! >mnby cnr & dag du wdl(i) low F�+d camp mad to aoeaddm,ca
ilea or R
with ISA HGtC ow-gloo ar J.M MCAC MCOZ00 waII Ov kn SAmtdmds and did
IS Wis a repair W >m e>ar +ram
��lrbfanemidiearbampvnv►d�fathe�e9aearr.
ljfhanTdLrnr�utrjulmtt�nornove7lc�vt��°����edmtdu�ojthe
r arakr 91f lmaut* aroa rt�e aw rwfr7a: fa m
?3-Amor2ddMudwcHdeftiff=
you may we Hie bads of this page: to pmvi& adMassl wail site detaits or we4
S. Far C+eopro„L, oMPT or WeRs bmvivLg ffic same
consmxtkm ddmL-. you may also att atlditiaflai pages ifnecessary.
LaAStTilGt14D...y-j � LS rim- 7ad�P8tE �1`�.��li a�FletlB
dMed,
9. Tatal Weil depth blow lu d mrrm � T o� dC7 IL)
2Qa. BLAB MHF Sabmit lhis fmm wifto 34 days of cwap3etia2 of well _
For mWuplewrBsimau dirob dAFff9w f—+Pl-WM'a'td2won
eonsftuctioatothef&minV
3 1 `1 Aft)
nbtd M a[ WaterReSMMM*%7efotM&don Prd g Unit.
10. Static Wgftr level bdoW ODP of d
1617MEDSaNkecczkr,Raief&%NC27099-1617
wmerlcvdi,abave die•+-
r1 - ar �ocL
r fm•1
24b. Fier Inc W� in additim w acadmg &e carat m the adidress is 24a
1x. Bartltale tliam !tw -
abom also M*M t GM uopy of thi6 foals! vYithin 30 days of 6Dmpkfian of well
17. welt ooBatrsetiOR me�,,a,.d1,: _ � O t^ -- Ca fL_ _
ontothefonowmg:
(� Su� wtaw.Mw�vud m)
DhidanofWater ,X dlojecom ControlProzmm,
F(3R WATIM SUPPLY Wltl.S MLY A I A
106ltiW Service Centw, lqC 27�I�iG
13%Yield (gFm) -_ Mdlwd of %�
24m For Water A ] " � io ad&t m to sending the fQtm to
ft add=Kcs) �y alas mhmit ode raspy of � % vNin 30 days of
cootptepau of'►ven t act to t$t sty bmhh dvatunmt of the eamdty
13b. N&Iection tyP= A
whtse eaastracted
Fam,CsW-L h[athQanotu�a IIepaimieadnflnvidoAmeu�H1 QrmlitY-I)ivi�nn ot�vmrriieswacs Revised 2 22 2016

WELL, COMMUC!`iON RWO"
1. Wdl (,oatt�aWr77oiiart
MI ark IE rip, i Ie r- 7R ,
wdI Catft=vrN—
wd S R A
NC Wen
a. Date WAS) cotxi
r,.� ,7 Wmwn Pzs /3D
�ISoh]
S ,..salads aaa -S dWe_h=�or a -MO deg
em
(ifweu send. oee hdkW is )
c{Go Cy-s Lc Iv 1 �.$ ?�S"3 . w
6.Is(iie)lhewe0(sj +Permase�t or
7.1s this a reltalr to a� ezh �eelt: Elves or 2W9
Ifthla Lra rrpair, fill awhaommeUeanonabn '+
nepatrunder911its +Gr artl8h®Irafsasf—
B. For GeoVohdDPr or ClOstd4noP GCBBrermal Wdb hav'ngthe same
coushucUU y a I jiI-I i oeeded. Indiwm TorALNu ofwelb
dnlled- f`j
Bp sW+iw &UJana; I fimi] ' -r * tbor do wepJi) — 6--4 --ted il" aaca+dwree
frith IAA IWAC 02C.0100 or ISd NC4C OC AM W&u Staadar& and Chat a
a%y of ddi rnovrdliasbeeApvvvldedYu the wrl OW=r_
23.�pe �iagratseor adtr�auatwrHdettul�
You may use am back of this page to p mvMe add'Komd Wdl site delags or wet!
conskurAon ddmb. Youmay also Mach add€ ionalpegcs ifneccmmY.
4. Totd vrll deep& blow land a ( } 1As Far All Wks: Summit this Amin within 30 days of complcdon of well
Formrd4*VC97rraaUdep +i +r 3 •aRa2�toa'1 eon tiwtiothefoliowia�
lo. Silfuewabslevd bekw top ol'*A�g: .� (fL)
IfwwerIV.1isaBowcafft go
R 6� �o
l 1. Borehole diaatcter: sal
mwen eoasfaI&m :,,. AL —CIA, Ca PC—
(i.e. an®cr. -b9. Cable, ,, -d9-k eW-)
Iilvtsian at Wat�Resto�ces,n Pro�mgTlelt,
1[617?&B Service Craw, BodgkNC 27699-I6I7
24b.For jai ettiQn eUs. is ad&dm to swdsog the fmm to the aridteas is 24a
a 0m, also mot erne Dw of ffib film -Wi 30 days of oumpldion of well
oonsfincth tothefollowwr
/� 1}fv�a of Wmer�m, utUm3wgmuad 1,90CM8 Con" Pragratn,
FO1R WATERSIIP) T WEIRS 13ftLY. IV J 1636MBB Spice Canter, Ratd9T',NC 276"406
?Ae. FOr Water ft& & jd9AM fu ad&am to smrlmg the farm to
13e.Yield(gpm) Methodoftest the (cq) dye, elan saint aam MM of this fm wi8tin 30 days of
COMPI&Mof well Ommudiml to the co=Y hmhh dgxubnM of ilte county
13h.DhIBfecfieatyp- 11>ao� vrh�ecattstr-
Fame [iVT-1
NadhC�ulmelh�aranemofl~Aviro�euSstQ�lh] 7]iv►sioua£QvaterResamces Revised2-2e-2016

WELL coNSTRUCTtklq REc xn w 1
1- Wen Yaw-t*—
pmrisk- e -
WcIIC*ft-
. a'7Sq A
NC WeItCG-ftmA-C-fiffi-4-"-h-
COMPOW
3. Wdt Use (c1cc'6,.en —)r
Dbw*WWublw
(He�iia�Conl'toSY) �wat�r�plx(?
lwafnrs+plAr()
C-P,o
� �ar
Smwmatltecavesy
Test
MwTedmolaff
ma( lav) EITMW
4. Date We KS) C-mPltft&T ( ? WeH
sea. weu z.adtta�:
cc MAC N.C.
FrrilttylOvrr�At�a itylDi: (��)
tAaa=1.citssRod Ta z�r
(ifwcll6el4 oae8ssa0idxr2)
frs
1L t IL
lam
TMO nr
�� (Dta c�.4
ft
ft.
-
A
It
�
fL
MATT
: r tQi
a �a tJ�
p
3 S' ILY7.
7tf
3-fL
20Cnatttc�l
mot►
I L
1L
IL
EL
fL
ft
S
lt.
s
I
fL
sew
rn wh al na hg*Q-.- CL
27L CrrtificAon: _ a •-
6.7s(arc) the vve0(s)ermcnmt or EWkmtparmY
8�� J �ry1' doe ndllsf uru �icegr} m aecordwree
Smsdardrand&uo
IM tv�: Yes ar
�
wah1SARC1COXXI6Var1SANCACO2C_UR WrBionuv
wPJ'glthlr h�be�Pr dta rlsadl a
fhb a ° " andegrimthe mine vfrfie
mpoirunder42lr somWorandsbaL*Qfdrlrfmm.
4rAddilon�ailvCll
You may mw the bas of this page to pt da additional VmU site Mails or well
& ltor waprobdDPf mr Cfosed-Loop Wells h-fttb° �e
oon duels youmayaiso atta�tadditional pages ifnec�sm�y.
construction.T I %s needed. indite TOTAL NUMSEit ofwaIb
CtYICTIaN3
dn7ledJV--�r1'i`Ai.7t1
9. Tout wtU deft bekwimd nor% V 71 ( )
7As. IW An W� wit this film within 30 days of camptetian of wen .
For mrditpkwe&Imalliyd {--Vh,-3@200-and.2®1007
cmtD efnlloWbW
10. Stack watw Leval bona top o£-og: Y` • 3 (ft..)
ildvisfeo of Water Rasoattss, Warmatbm Prao Og>iFnit,
16V Mml SU-Wae CEntW Fal NC 27699-IM7
If zsn►er level u above �1n& =e`+" `r
�b_ ��-} lep ddc
24h For ldctdn Wdb: In addrdke to smading the Fi to the addraw in 24a
11. Borehole diameter ,3
abffr, also saw O= on" of ttt rs f= wAbin 30 tfa o of compldiou of vvdl
12. WcII CORAMWOU a ode. d_ r •� CG I`�_
consuactirmtGthc"CowmH:
(i.e. UUVW. ratty: a6b,, F, - rl-16 arc-)
Division of WatEr$ewwas, u Cf�1 Priogrem,
/�
!�[3RWhTBR7UPPLYWB[d&Dz+T1.Y: /flA
jLQ6MsnSwgjmCenter,F ,]gC27'69946:i6
13e.Yteld(gpm) I Cthoduf4esl:
24r. For Wail a NA; hi adftm to scnd[pg Ire fomt to
the addam(cs2 abavr„ also MAM"t ems copy at this farm whtaim 30 days of
compledcm ofwelt tau to tic ooaaty 7aomm d�timetrt of the cmmty
L36 nfeel'eonprAnon=
wbererunsftucir l-
t[odh(�alianDq toff�viranmeafalQ�mid9-DiviantvofWatrrRrsoacus Revmed2-22-2016
Farm GW-1

CONSTRUtLi'ION RD
t.wen cstradollugoa=
Mo:zrk_ L S'yi le.r 7R . ��-
Wdt CAN—
Z7g,? A
NC W u C,
Conwm Ka"
Z W& CbuWRCfi5DPffmft& Kam S
LtstallgppT�uliden��1�� �r�� S�4Ym� �%
3 Wen um [ehnckAeH nse)c
ommj�
M,W,Wotamg may) W"SWbl (su*)
dal E3R atwaterSuM&y(sb--)
ZO
RabarV
St andll=vmy
red
MWTC&ttology - Ds"&=Cm t
uW (CW=d LOP) Onaur
5% WdtIocaa=
r�;rl3,to Name rani M#Cjf4VHmbk)
A it 50ll] �— r�pa� 1p1
sa 1.de>,ntt Ia�taae�a� a'''
(,fvmu EGA an hmovs!s=ffk&m)
�fG[ qL3 s 13 N t�sfr w
6. Is(ate) the w�(8}'nmt or �emporary ��
7.1s tbl5 s>r ie to dtt 1e�` Oves ar OIo
ljrREc [, a rrFulr, jlt! oetdviu�x+natt +�e��laur the rMtrrre of tke
rrprm wn� N1! : araa Nic haekaJih<sfa+vt•.
$_For C robelDTT awC -I,MP C.emasmA Weis haviugthe
consffitctiam.a i tisneeded.IndicateTMALM]1ASERofwWb
dtilied: �
9.Totet wm&plla beuwianaearfft=
Form�ddple�aelh!ma!l�ptlarrfd� raa�o-3�UD'��1�1
10. Stetl¢ moans lard bdow top q=*W
framler few is demo oni+&. mn `+- -7
11: Borehole dieat = _ . Ids . %u) - Zde&
M Wed oBnshmeWd M&MO& GOl 2f` C 6 h�
(I.e.mv-,-aft. dimest(tasb.me)
FOR WATM SUMV VMJS 04LY: ITIA
13a- Yidd (Wm) Mcflmd of test: -
13h. Dismfeeiiva tppw Aft+
FoiniGN-1 NanlbCbc r ucpu--Ufr—'--
.1&0
law IMOUGM
qd t! �—
a,35a' 3�5 -L_,a. [d
fL �.
$ � � fL
3i-$
9A M 12,
a ft-
a R:
IL fL
t:.
IL
EL
S'tc (o s a Cacc€#`i�u
man . wh• na A—.
2L Cwfiffmfmw. iSes�¢�1► - r,..
gGfccaiffiAwcucmftsaw °Wc
.Wh 15A WAC MC JDHtti or ISA WCAC WC.OW WVU 3fm�Wd AW47
capyoJrhiv recaudhdrbean pdavddad m rhswd! a+e�
Z3. �c-or�tr]1�d�S9�
Yon may use thebacic of this Pageto pmvidie ad al well site details or WCU
mnmuchiattdetetH. Yaut�yalsoa!>�taddits®al ifneccssecY
7A9 For AII_ Wgm,%. Smit lbss i otm vtilbeo 30 days of compledon of well
coractimto the follaming:
IMivTsien of Watrrllesomt�,iffio�anA�ocrsxia� II�t,
1617 bM SerAoe-CMGEff.TXjdgk gC 27694-16V
.For 7nieetion_W In addition to smiiag Sae fmm to the ad&= in 4a
abuvc4 aiso subwlt me QVY of &S b mt whbit< 30 daps of
oawtbefou-dig-.
"Wen otf7fw Rmomas. ukdagwmd Mccan Control Frogmm
L63&MHRSorvmmCmftr,1C ,PiC276W'06
24c. For WsiT: In adsl m tv sending the fomt to
the ad&ms(ce) abovc� IUD submit we copy of *k fi 30 daps of
cumpWon ofvmH inn to the ownty health depart of Ilse county
v&=conslmctsd-
a al(baW-DMskknciWaWResmvcm RevbW222 2016

WEL, CONSTRucrlaN RECORD GW-1
L weR Cast smrlurw—G-
4rkC�i �C 1` S"R • --
wat c„ wa
x7 S l A
arc wan CaubmwirCmamfimthunba
c mpwywmo
2. W+dl i3o>�r1>tiiutmt Paxt�tt#: pitai
Idsrafl�y!"aa61ewrJl tr C�+mS:'RUMYarm--)
3. Well Um (the&wM nse):
Water We>l:-
�Alyrisamtnm'al
t l e�l(li�m� alr) �wd-S**(MV-10)
-lln w'tQ�iyis)
h
a�ebmadl�ecavaxy► �
slTer�nolti$y t,_t Camp
i30sm gyp)
4. ])gW waWs) camplbftd: ` /-)-7 « wwmw P ZS--1 G
s�. wee
FaciidylOwstxTisme A l IV. C-
��-
I?lsysioal
Camdy
Sb.I,atStadeaad �� ada� atrr aeeimalds�
w
35 $-
9L I
es ©rr etaa.et.er... _
a 30 V dL &ML
3aA!"�'
IL
$ IL
fl'
,x8 IL I yo3 ft-
IL
tz
IFL a
R $
brae . wh',
22. C+a omr.
Vr`
6.)55(aCC) the wad[(m:) 't�rm�» or Hy v—y
By. IhEs f s6 f bM-bY —'* fTAW Aff WZWS) V= (W—) bn a M4fftte
7_Iuthhatepeirio:n Welk Qxes or Me
w7thlSR]VCRCRAC_Oltl[lar►SdJY�afCO3C.D►tlV1}AeR 3 *msdtl�ata
�Ypf�aerardbmbeenprm�malm>aeQoxmr
Ifrhuisarepnbrfbuawkwmwdlawwwom ho"Mad-asdePlIff"&I-nag Odle
rep�rmea�bll!rs to aroatAehorJafddsforaa
236Stie or.a wdlddm-h
Yarn may um fieback of this page to provide additiomai wam11 site do" or welt
8. For Gcopsoba:MpT ar mop Geo&er ud Wells having the
conamcdon details You may also sttals 8MhOnal p>mges ifnea evvasy:
'pn, opLy I E -1 is seeded. Induicwt; lUrALNUM BER of —Jig
MMUMEYAL
9,TOW wadcA below Indsmrfsem 'l a07- ice)
24L YM-AP-W-CLM Smart this farm wiffiin 30 daps of completion of well _
For mrrllfplr-pi s IMagAp*r jf(g o- 3g2biQ'andZUlUd7
Consuud unto the fngovdar.
IL SU iewswLwd below ftuo ¢s �4� � (�)
33iv QoSWaterRaao g
MaiSs�wCmW.M�,NC2764-1517
VUWSrje-Wisabove cal& m
dintateli°r: G SOI (m.) s edc�L
74b. Far Ia'ection efts: in addition to srndin the fmm to the sddmcss in 24a
. Boreh8le
above also snbm k one cagy of this fmm vvithFe 30 days of con*dxun Of well
12. Weil cassha Il" radMosl: , l L� Q3 f ` •.. C6 PC-consbuc6mto
� _
dievvmg. foria
0.- ,wy CmV d=dVuskClr-.—
aflQimer ,Undid" CAshd1'rog —,
/�
FOR WATER MWPLY VMUS ONLY: i(�/ �
106 Ma SUVRC cownw, HNC 2769 IdU
13s. Yield (gpaa) Md6od of st
24a For Wafer & >xtlan W hm add Do s m rmg the fors to
dm des) above, also 60WM amm>e ormpy of A& f>m m whImin 36 days of
Compk im of men cmaudiom to time rumy hrahh departamit of fise cwmy
133LDiffinli tivaly .. Aumaah
wh>sc Couskneftd.
Plw&C>rmtloaDcpm-0p noffiavirwuDmsaQmlky DMdanofWatrrRcwmV= RevW!d2-22-2016
Fn"n Caw-!

WEIsi. CUNSTRQ Rid ����-1.�
� usetl�}r:
t_ weu C.oa{raeEpri�oro
.
4� IE Sic le.r--. 7R .
...A�-
. . .
wralCoaueTlame
Z 7 $
c,.,cvk RW-
278`l A=
roc way
tom0emyivema�-
,a.
-
Z Wdl aaik
Edrr alrappl�,�eu �noc�on pug C•r.11� � � YmdmM rae)
-
-
s� t�gA'tg3lqlAL
�Ve1l:
it►
nib
.
GwtbeamalC�°Iisg9) t�iWster3tipplYt}ft.t'
mm
10
asai>aattlt
ft
NOR.W weiL
��e.-za
JL
Injresinn ell:
S
&
g1ofP� �R �nPi
" smgacmd11t ffcty a$aI} 'H8n14
79.SA1�1DIG1;+�YELPAQt -
TO
[ �
NUTWO
pgaiterTest
E)Ss> d&weco=d
y$
!G f.
— Eveff ret�ttol y
ai
Geotine��{ctmxa),)s-M>�OG
C otbea�gelf It n Odw gas}
EL
COmOde& rr r Wen>� pzs• l7 s
�
�
-
4. Date WaNs)
ML
sa. Well Lacaflam
Afx
d.
ft-
mL
JUL
3'7 S` ,q ll f`t- f,Er rv.
f.
P14yricdAddscss.Gi3,ad P
.a _ _.:. __._:.....:.
�15'otil
stt d S Goc
�, P�ti417d cry
rn w A6 HekW— 4
5b.1.8tittrde�b"" "x°��°°a�girdaltt
,'
=2Co�gs r
[igweti9aidoEsi�nBat)
`f 78 7C� l `S`17� 4. d7 w
-
.
-N
6.13(are) tLeweH[aj P of or
$yam dfIll 1 hrJmby cerrry'&W gee w r&) t'+ J ror�neded rn aaeaislanea
7.1s this a rstr #oo YeIo
"oupyISt MACOCi1tU rdcAco2c.om wa c,.sam s *djham a
ro Lls adf ownm
lfrhL,Is r4wrltllmabm--lc W-19-4°a W�
r4m& wou df2T pmmuft sordvaarm dichcm*afd&f—n
n S!t a q%8 araddilionA welt deli
fife bark lbia 10 podda additiotral VCU site dc"Us at well
$.For Ck probemrr or (mod -Le" �I Wd SUMSthe same
Yon may. of paW
dd8lls- You may UISo aftgrh sddW-W Pages jf M=="Y.
consbucdo% a! I 5Y 1 is needed IaftM IDTALNUNOER ufvmua
dn7led• /
�mg • 'a1. �rjS' 'ituCT[gN5
ae
9. T td wen dqA MOW la>gd entfat:e: * Kr— (&)
24a. Fm' All ells. Submit this fam witL+a 34 daps of OmnOedODof wel4 -
FarmulrrpfewelLrBssalldepdis(,ple 3�200'mrd2®100?
ctrnsbnzrfiontotheiallntving
i 4 • � (�)
111trtst® of WatttlFesa�cct.iu
14. Static water 2eve] hda- tofu of eat .
N
1617 mma savke Geateit sNC 27fi9-2617
ymmer kvri [r abam fae +Y /
!—vb, (ts.) 3 Lf �O
24k Forinieetien Wells_: Tn addition to a g the fmm m dteaddtts6 in 24a
11.liarehde da mxftr:
abavf— also SAMEut 000 copy of #& fmm 30 daO of COMPI, avz of -an
12.Wtff Onst—Foss .� Cail`+L_
cnastcntlitrnlothssfitllawing
ram..mSc ,mwy.=blk&TdPUA
FOR WATER SUPPLYWSI.I,StflttliY ! �
ja6MaSq mmCauftr,Rde'sg 4'N(:27699406
13a Yield (gpm) MOW oft1SO.- _
24C For Wg—hr &M& & 10 Waft in ad&= to sm(Wg the fc m 10
the addr>mt,,) mow+ also gamit we ropy of i is 2mm wjtbin 30 days of
OmV,,6m a ,,a ctmti#cttdl<, to am sty health dqxLdmem Oflhe comity
131� tx,typ A
Sf7T1Hi; C[ed-
Faun 1i91f 1 l[wthCmolmai3epacEmrntaflovaartmanmlQ®fits-i)ivlSinnofWarerlt s Revisedlal2016

Lwin com adw sub flaw—
arjC E Ywt i.er YS R .
a�75,? A
lC W&>
zeb- t F A Lk�
Z.weuC��
eft lxt l� wenmm pzZ n?.
4. Ifate Welts) �-----�-
r�aytoa�rrls�
ca-ty
SL. Le#We=d ioeglladtrin or of
(,fwealGdd, Coo i&%usis sue)
qc
7.Ia this a r�air tO aatt= Dyes or 2lo the rarrns �,he
Ifarisa f+l ar� IM&4rJFs f-
8. For rabeMVrw CIWMV l "* G"dherzW Wd %bavmgthe same
Wamuctlan,O 1 -1 is aet:dcd IWHc2W'ir "-4LNUfA9MOfWcIls
drilled
WOW laud satiate: � 3'� V$)
R rM di - 3 00'-W2@JW)
FarmnriprcwtllrlvraNd�rfd�i=►>�(i�
10. suck Wales bya bcWW � O 17, Gt OIL)
IF
11. Borehole dkumtr: 'rS'Ol C .) 3
17-Wellanamudommethod: tIL ���PC—
("Lc.ss zm a msy, cm. Pask cm)
By sl&=Z rhts f-IM f herrly aaO that the WdUftJ mus lvav7 caawucmd ae macartfmuw
.*h lSA W-4C 02C.0100 or IYAMCAC WC.020D W U S mF dW'ftAWd rhar_a
oopynflfi&rmmdh=bmpAmddad ry AM vmffOww-
23.SW diva araddWMWWeUdd
You mnso t6 bwk ofthispsge to pwWe additimml well site details or well
ay
cousunctim detsits. You may also otbmhsmam►d pales ifuaceR y.
24a Far _At] Wells: submi this fmm .Aim 30 days of CmWleflOu of wen _
Audias to the fallow*-,-
�fViFiari 6f WB:rri�assas,iuta[�fiORPeneess� 1lDl�
1617 Maff SRvkm Ceatar jW NC27®9-i617
7Als. For iaieeiim We11s: In adMian to scnding the farm to the address is ?Aa
above, also submtit sate copy "of this AM ovititirt 30 days of cu upletian of well
cctio�rO the follawin�
Divhaon aFWaterRIid IeJet GoaEsalYrogram,
t e. 1636 Smme C i�Nf'I7 I63G
F13b�
WATMSilMVWMSOHI.Y: N
24c F a m Bt Ss a to ecndmg the form to
_Afethodaftew the des) �alsosnbmh ace copy+ of this £mm within 30 daYs Of
armpletiaa Of well iwt to ft aMW htalth depattmetoftheCmuttyDisinfeetiost iy�--
FOMOW-1� wbtae
Qmlity-DjvalanafWWrr8 Rcviscd222-2016
��'�8

IL wen c -
is k IE YA- t le r-
Well orN�
ar7 S `� A
Pkas
I Wen IIse (Check Weil W*
OMW*dftblk
gftWMcOdi-gSv*) E]R,4dvafid WMW SUP* (0-*)
MnMacia E)RUydenUat WaurSM* (PhM-4
�7(GZi�ls'16[tL. .�
L-
hary E3Gvouod-AerR=cdiSIiM
ageaadRecov=y 13W.Ay
Badw
t cPWMWdWuaiWP
dTecklouw j3Sd"da=C.aWo1
(ChMOILOOP) OM-- . - - --- -
4. Date Wdk2) Cumplaed- [ a t Welly
-S& w=n> :
C04 16j/V`C`
Faae37ryIOVMrNzM0 FmdiWW#CfW
3.7 s AIhrif,42 2X X l r. ►v, C-
Mydc9CiW.-drV -kv ca b
cMWW
� n Sall3 t�lNa (PWj
SD. LafiimdeasdloeJade m er deri�l dew
!L 3a l r.,&rr-C Pw2
s
ZG &
am-ft
ft
stz
�A R
2x Cam.
6. is(are) ffievvelt(s)'u or
�• a Ifis fours I kr�6y der the(a} wns {wraej s oop (n aaowdmeoa
Dyes or Mn
Way,rr1pn�dmd0�arerarWICmxarr�e9- d- mrdtl0a
7. is ibis a repair to am exn� 'Pell:
(�`fllLi 3SF ►B�irJ�'QIQ�'FOi�179Gijt707=� nc�r+ulwe a1�
rep Wr muAr d2Irevrmisreaim. roadehz*fifMlsfMM
23. Me 41129MMOr addiiogafweH dstm's
You may um %cba& of ions vp to pwvide additimW WDU site dcM-I$ or well
rBW CkscVLoop Ceadwrmd Welbbaving the t�me
cQnWHctj,, deM&. you say also aitardt adffgofW pates tf neceasary-
L For GeOFMb Or
-
1 I , n=&& lactate IWAL NOMBM 4f °Pell$
dC�mt[uedw,odly�
rill -
9. Total welt dew Lefo+r feed s 38 fL)
9.TO RRd=rfaW —r
24a. For All Wal= Submit t� form wu 30 days of cospltllon of well -
frtpTc�redept aft j@MO,and2@IW)
candnactioutod efnilnwinv
S, GS (fL)
Z)ivision afwais� liesam s,?ndurmaiion prop g Unit.
lU. Static Cara below w toP u[ ._
1617 tW Serviev Certer,l<tsleig� NC2709-1617
jfxpt� 7¢eer is �vre �8. we "-I-'/
3 of1L4Cf�
TAl3.l�m 7 "tdisn ells+ In addttioa iD sndtog the form W 1Le address in 24a
11. Harrhale diasetex: 'at ._ —(m-)
above' also =bMit one cagy of obis form winos 30 days of oomPlefi m of well
r •� C'6�_
TontotfefoliauQm�
17 welleaasnrar,==a,,d: I�GDi
(i.a auger, �F eabl�d'ar�P�A exs)
fl+lvt�rn �We�rRsmnmtes.0 injCctiue Conh+olProgeatn,
` r��
FOR WATM SUPPLY VfMJ S [fMY N
k636 its Sav7rs C 4�, RafWHC 276946M
-mg
13a. Yaeld (gpm) 11 ates�
74e. fjw War Sat M Ak late R'� In addbf m send She dots to
hadds(c-) above, also Sabah a= corn of tins lots wffiio 30days of
cmnplefiou of well oa OO to flw coemty l cd& of l6e atmty
131LOWnfecfioatype: Aswoub
whcmvuasftucbML
�`��° of�v6 1tZomtitY-D of Wass' Rcvtsod2-222016
Fmm GW-t

W corr�utriox -R .coxn t 0w11
1. w.0 CM&Odurlunwasfi m
Qr'�C aF r Je r
weutAmam
x7S4
Nc W.UC
�en �-b r U r l?
c�aay
tiweu� Pkere
I1rralrapplraablc,.�cmatr�R+�f� t7AG � � peu.}
3.WcU n= (dWawdl —):
,,,.K. ..
t e.
c. ,thetmaiiiiedimglLoormgSomft) � water snppir{single)
s s
lam TO
a
Inj18
itvring�i
ection Wdl:
$'
- Ammer �c�viratuse�iotiau
-�-s�itiewv��€iPAa
• StoK'ap�eantiReoovexY �
>a� � vn �
&
��
�TenimologY � L:osA�mi
$
i {Gta9ed P3 OT"m
za nx rd
t m
_
ft fL
4:l)wdl[a)Crised:
a IL
Sa. Welliecath�
x_
SA
,� �
f
��Cdspp?
Faral'ayyfnwarrHame I _ �} }�
S �i J�+C4G R 4e-
pbygcalAddres CbY mdrw
rK .. wh
sb. � � � ryeopnds er d�nmal degtt�
2Z. C
(ifweIIGeld.a� ]ar[ioe�gssat)
f-{ .01
i
n6 hetue- Q f w
vrr
6. i sane) the e�(s} 'C�m'smt or offfemrwwy f chin an ,o�rr} ,� {�,r} cmd m www--
7.lsthi�arepairlvwa QYes or �lo wit7i1382VC.fC42C.610QnrlJA7dCfCOZiC_6ali0FNdl�arab+ea�S�dev�smrdlhafa
7. I s h arrpm , & t u smv x waft err fisareraNeu,mtrl e►pl�+ rLe'°Qrm'e ojrhe .ojrrdr rraar d,}aabrmrpm,dd6d ro rIs awl miner
repwwzferVIrwr l&sm&w'Ow a+d.eb�EaJd��+v+ 2:irl�tt��ardwelld
Yon may tw IIae buds Of this pW m ire ad&dimd well site detds or weU
8.FurGeoprobeMyrorClosed-LwPGem WeUsbavi°gfeone consaucdon Ym1map�lsoaE�cheddifsonalpagesifnec Y.
eansuacmdam, i 1isn� Wio�aTO'fALNf}Ir+OMufvmUs
_ IV J e`t
9. TaM wM de#&bcUw land sarfaee" a.O (jL) IAa. Fin- Alt &V S�ntut alis lip within 30 days of eompiegaa of well .
For mdfirleweBsUird dVblf ffmw 1 80lad2@100ry con5itRetltlettollefOliuwiw
l0.satiewebs kvelbckwtopOf i!u P_ Uivesh,oflf?iVater
1617h m7 servieft cenw. , NC 27699-16i7
if,�rrrlevr! to mare are �''
IL Bogle dl.t . C `1 sit Cm.] 3 a' 24b. Ear 3ti dbu Ardh-, 1n addition to the fam in the addrew in ?Aa
abort also s1l,u tone r�PY of ibis femoa within 30 days of comPiCtiOn of well
xtiwenm t fla: l4wlQr ._ ea cummetbmtoftfalluwiag
QLC. mw,,ter.wbu awdv0 sk�i T DMIRM crwatcrR ,Uad-ZF Ztd ro Vc6— CODUMIVAgrRU4
FOR WATER SUVMY WIM S ONLY: A f 1636MeB sav m c aw, sNC 27649 -106
B od u[ _ 7Ar: ar VY -edtan W to additiae. to sending the farm to
132.Yeeld gym) the c* above, alm srbmit � mu of this fmm wJihoin 30 days of
coopktim of well cwsF� 0 an cumAY Meth dqmubncrd of the COuntp
131t_i[)isiafeedon type _ wTnaecungructed.
Farm GW-1 Nm+h Cataluta t7e�athncrrt ofEnvimamemal _p;w+dun of WeterResataas Revised 2 22 2016

WELL CON54�'RIICTON RECORD_ [GWE777�
Lweft c=bRei"ubrmsttow
-, - -
ark. C Ski ;It, it r- YR = w'!
10
Watc r+=m* II °f n-
.Lp7oa ( A R
NCw,RCaoharm cc i5c©IiTS CASt�IG t?R1€dN�R _ :-
1�O�I 10 Di8DiE1�
a
ca,yx.CA51Gl11 .....
To
Kam-
rxr�rr�r:�,.�1�r►�ar�shm Fmftmr,
Wttter�wppslr +�er�:,,
aS�
3Y
��
t3 10
�. � ie.
Ge�lte�at (� ) Qrxe�ti�t watr:stsppty (sue)
_ - " WOW SM*Ytd--d)
-
LrjediQawe&
$ R'
L1tl�1rY7 Lj-
I�i 4
;tom 3tift' .51 [r�i d
�W�
Y�Af
Aquif�T
c nw
132i[#
a1-r« ley �
�tawm cltha tr��1i>
e. iL
ConPle[ed=--,,�- w�nM# Pz � Z1D�
I
4. Datewell(s)-
IL
{
S& Wen Locatiew
FmTiryrOwr�N FaMMYMACfaPPF mb"
ERMM
f� s
Lac�trUOUldy;
�t.�
wk n h� C.
sb. I.etilnda sad bs � er dui tb
iiiwa0 fold anoh�is)
� �n¢ /
n r
GfCAOf&WWtUCODVZCW
6.Na-)the—Kx)S&ermst M or pffit
�h ft tlbr �s.adt(s},nns f } in a—jdatae
IonSYaadands mtd�hcra
7. Is this a reps to a° = �� °r °
wUh ]SB hC AcmC.OIW or )Sd N mC, 2Ch2B er eHC
`°�'� mk rm vrt hvsafw p.vwaed
rfrarrr:nnparr,JtHaar�esa++�►t�,run�ur�►s�+u�►�,drxpt�dse'�r°e°�'>:e
nywr� w++dar a,?�,�mosed baak��*h�-
Z3` l� ri-�gramar additionaiwr�f detaiha
Y°° uY use dw bark ofthis paV to pmvide additional well ede details of well
tl.For t, coprobdDPPT ur Closed 4.vop erml WsDshavrng tllesame
deaft You mayals° aVcheddWOM& pages ifnwcs$ ty.
COUShgction,a Al is accac . hadiaateTOTAL NUACHR Gfwcft
drilled•
9.TaYaf weII dew 6eluwieudEurrfBe �'S^ i T
aAa Yr Aa cRa: Stdmt din fimm w ddn 30 days of camptetinn of well .
For murW-WE&1W arl APOis rjdff-'W (aoQa+pda-3@2GO'ar�2(Te 1OD)
antothe follovamg
n(it)
of wetwRamm�,snumnatim Frog fir
10. Staaetvahnr hvd below top of ew=w-
1617 ?Aug SurvilmCerAa, , NC 2709L-1517
kwl we..
�`rsdf
241�. Far%iasiaa GYeAs: in addition to sewliog 8ie fatm to the address in 24a
11. Borehole sisater.
abov - also subma a= cagy of this% widim 30 da0 of vampletion of well
12. Welt snuskuc lon methods lQ�ot O r •- C G �`C� _
e mn to tf�efollnvviap,
ar- ege . romnG cam,.a-tv-k cw-)
*81�Iira�B�ra, Ukdargmand h j Canino'Ysbgrar°,
FOR WATER $APPLY VAUJS t) lLy
1636 Matz Smke Cent", rakg%NC 276991-16M
13®.Yrdd (gpm). _ Method rtfi>
24e. M WaMr-gulm & 1spgMWeUm hti adfftim to =ndin8 the form to
ffit, address(cs) abovrs also solm tt mm Copy Of tins famm gizil 30 days of
ronpletiem of v"n cmwmnfim to dw co=ty h al& depmtnM of Ae County
136.Dlstefeetti Auwwt
wheieacted
HO���°t oftffviimuncu+ntQoalaY-n wioaaflAFaterlt®um�s Revjmd222-2016
FaamGli�C I

wE�, coxsuc.~rioN xEcoxn Gw x
]. wal car h�ara —•--
wd1 t'rf� L
NC wdtCo l M ©u
?lei BOG, d
c=tRMNSM xn�n
Pkase-
� ft- Hamm 4
3. Well IIse (checl{.rell ask � 17.�c
Z� °• [.� a N& tea
WK
Ja &
ZRc-TOM
wra) it
mat
-we&GzaMC
5fota�aadAecovesy �'
TCA
,err Ifeeltaoiaff -
mai lclosd laP)
g113 (xa-
q, Date Wdl(s)
sx.
LIS
f,TtYlOwcerNK= FuarayID�fd )
R na&c.s.Ci mdZipOM
Sow]
5h�. Lefltadssad �� lra socafudg er deemral ��
(iicva8%la. a� lettiEmgissaiixeieslt� .
N 1Gsv3• 4ft- w
6. y,(are)1he wrII(ssrma�nt °r �F�nparsry ��
7. ]s tLis s r lv ttp = E I cs Or nws ebe aJ�
ljrhtrisurepafrjrllmul6em�xweQ�� �
nepmfrrmder021renw*FsaYkwarauacb&uFafA&fdr .
8. For Q gwabWgWr arCkwml4Aap GMMber=d Wdbl3 g thesame
caasUUzff,,MQ 1livamded.bdwateTGrALNUMB'ERafwells
drilled•,- �{J --
q.'l'atai weH depth bdawlMW Mn fatty .'Z'� •S ^ [��
For muhlp7e wieTlafls7 aAdepths �fd�+t {�p1e-3®I00'atx/3(a�Io07
]0. Sfatic wafer lnd 6nlasr top of i.L c ice)
ifKwe.-Ievd&rabovecarfiSlaw
lZ. well eonshw*M mtAhod:
Cce. eager, mtary, ceb]o.due��. �3 �"
FOR I?VAtEit9lIFYLYWELISONLY•.
l3a.Yield4w a) Mkaduftest
]3h-Dldnfeetimt tYPr- Amount _
Farm Gw-t�a�
tGrAS 4.lr;
z�:nauor�u��
vq
jL
IL
tz
8
fL
JT
-- -
- 05
By,fvft rhhfmn ) he by camro tam de MOO) w=(WWO OWDOUMVd to a0cardanm
.4aISAATCACd2C.Ufouora3AbrAc0,2c.02wwwtbwmffi EmsmRd `rdumra
c�yofdd:,peordimbeu,pmv dmshe xdaU=W-
Z3. MUdbgram or addUf*u0wcUdrtsft-
you may use the hack of this page to Pfa W adMiand WU d" defMds of well
cwstmcfipnddwls. You mayalsoatlacisdditiaealPa9sifn r•
Rlii09'1'f L litM`RIIC OMM
24s. Far AH Welts: Sdmg ibis farm withm 30 days of eaarpledma of well
cOUd Mc6MntDthefdkwia)g
Dwisiarr of wxtw Resou ,iafo�atlront ng IIalt,
1617M92SUTMCCEW,1 6NC27699-M7
24k FAW- Sniedlen Ylri In add;>wn to sag do fmu to ciao uddrcsr. in Wa
abtm also sub®ut ane coff of .ft ft= within 30 dabs of aotoplfim of wea
conanufiftto thefouaw"mg
DMdon- fw ewMea r.UUdUvowdhperlDff ca"fi-elyrograls'
1636MA Service Cmtw, R4sglt,MC 27699-16M
7Ar iror �Vxt� & ] ' ells= 7n addition to s�dmg the form is
the address(es)above, also sulmk one wpy of this from wifltitr 30 days of
compitioa of wen caa UEffoa to dm ca®ty health depmtMag of the rMtY
where Gan.
no—Divifuaofwae Rcviced2-22-"16

WELL CONSTRUCTION RECORD GW-1
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc)
3. Well Use (check well use):
Willer Supply Well:
Agricultural
Municipal/Public
Geothermal (Heating/Cooling Supply)
Residential Water Supply (single)
Industrial/Commercial
Residential Water Supply (shared)
Itri ation
Non -Water Supply Well:
x Monitoring
ElRccoycry
[njeclion Well:
Aquifer Recharge
[]Groundwater Remediation
Aquirer Storage and Recovery
[]Salinity Barrier
Aquifier Test
[]Stormwater Drainage
Experimental Technology
[]Subsidence Control
Geothermal (Closed Loop)
[]Tracer
Geothermal (Healing/Cooling Return)
Olher (explain under 421 Remarks)
4. Date Well(s) Completed- 11 /17/17 Well ID# PZ5-10D-R
5a. Well Location:
Waste Connections
Facility/Owner Name
Facility ID# (if applicable)
375-560 Dozer dr. Polkton,
NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N
6. Is(are) the well(s)ox Permanent or []Temporary
7. Is this a repair to an existing well: []Yes or []No
Ifthis is a repair, fill out known well construction information and explain the nature ofthe
repair under #21 remarks section or on the back of this form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
For Internal Use Only:
14. WATER ZONES
FROM
To
DESCRIPTION
ft.
ft.
rt.
ft.
15. OUTER CASING for mulli-cased wells OR LINER ifn Ilicnlrle
FROM
TO
DIAMETER
THICKNESS
MATERIAL
+2 5' ft.
70' ft.
2 in.
.040
PVC
16. INNER CASING OR TUBING (geothermal closed -loop)
FROM
TO
DIAMETER
1711It KSLSS
MATERIAL
ft.
ft.
in.
ft.
ft.
In.
17. SCREEN
FROM
ID
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
70' rt.
90' ft'
2 in.
.010
.040
PVC
ft.
ft.
in.
18. GROUT
FROM
To
MATERIAL
EMPIAC$.NENTMETHOD &AA10UH'T
66' ft.
0' ft.
Ndbb „� �,�r
grout plant trimmie
68' ft.
66' ft-
time release pellets
pour
ft.
ft.
19. SAND/GRAVEL PACK (if applicable)
FROM
I TO I MATERIAL
EMPLACEMENT METHOD
68' rt.
90' ft. #2 well sand
pour
ft.
ft.
20. DRILLING
LOG attach additional sheets if necessary)
FROM
TO
DESCRIPTIOY color. hnrdnns. �oillrock tylit. grain size, etc.
.5' rt•
2.5' rt•
FIRM Reddish Brown Elastic SILT (MH)
2.5' ft.
ft.
Hard BrownTan and White Sandy SILT (ML)
ft.
28.5' ft-
SAME
38.5' ft.
ft.
ft.
58.5' ft'
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
58d'
go' ft•
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
22. Certific
W 5-g
Signature of Certified Well Contmetor Date
By signing this form, 1 hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C.0100 or 15A NCAC 02C 0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
9. Total well depth below land surface: 90, (B•)
For multiple wells list all depths ifdifferent (example- 3@200' and 2@100')
10. Static water level below tll /2g/2017 77.36'
fffl
op of casing:
Ifwater level is above casing, use
11. Borehole diameter:
3"
(in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i e. auger, rotary, cable, direct push, etc.)
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Ittiection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & ftI ectiutt Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD (GW-1)
For IntcrnaI Use Oniy:
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e UIC, County, State, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
Geothermal (Heating/Cooling Supply)
Industrial/Commercial
Non -Water Supply Well:
Recharge
Storage and Recovery
Test
ental Technology
nal (Closed Loop)
El Municipal/Public
Residential Water Supply (single)
Residential Water Supply (shared)
Groundwater Remediation
Salinity Barrier
[3Stormwater Drainage
Subsidence Control
Tracer
4. Date Well(s) Completed: 1 1 /28/17
5a. Well Location:
Waste Connections
under #21
Well ID# PZ5-14D
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one ]at/long is sufficient)
N
6. Is(are) the well(s)�Ix Permanent or OTemporary
W
7. Is this a repair to an existing well: Yes or [3No
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back ofthisform
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:
9. Total well depth below land surface: 70'
For multiple wells list all depths ifdifferent (example- 3@200' and 2@100')
10. Static water level below top of casing: 1 1 /29/201 7 53.50'
Ifwater level is above casing, rise "+"
11. Borehole diameter: 3" (in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i.e. auger, rotary, cable, direct push, etc )
14. ► ATI:R ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15, OUTER CASING for multi -cased wells OR LINER if II)
)IlrahTc
FROM
TO
D1AtY1S'rtR
Ti[t[:K:tit:55
MATERIAL
+2.5' ft.
50' ft.
1 2 in.
,040
1 PVC
16. INNER CASING OR TUBING(geothermal closed -loop)_
FROM
TO
DTAAIETER
171i(XI4 S
MATERIAL
ft.
rt.
in.
ft.
ft.
in.
17. SCREEN
FROM
TO
DIAMETER
I SLOT SIZE
I TNICKNF.5.5
I MATERIAL
50' ft•
70' ft•
2 i"-
1 010
1.040
1 PVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
F:11.111LACEMENT METTIOD & AMOUNT
46' ft.
0' ft'
PudlsndryPelrbed po der
grout plant trimmie
48' ft-
46' ft-
time release pellets
pour
ft.
ft.
19. SANDIG RAVEL PACK if u) licablc
FROM
I TO
MATERIAL
EMPLACEMENT METHOD
48' ft
70' ft•
#2 well sand
pour
20. DRILLING LOG attach additional sheets if necessary)
FROM
TO
DESCRIFt'ION (color, hn'rinn s, su ilrrurk) train size, etc.)
5' ft•
2 5' ft.
FIRM Reddish Brown Elastic SILT (MH)
2 5' ft.
rt,
Hard BrownTan and White Sandy SILT (ML)
ft
13.5' ft
SAME
13.5'
rr.
47' ft-
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
47' ft.
70' ft-
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
22. Ccriifica
3 - - Z'o J9
Signature ofCcrtiticd Well Ca01ftd Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy ofthis record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Wales- Supply & Iniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-I North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD GW-1
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i e.
UIC, County, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
Agricultural
Municipal/Public
Geothermal (Heating/Cooling Supply)
Residential Water Supply (single)
Industrial/Commercial
Residential Water Supply (shared)
-)Irrigation
Non -Water Supply Well:
x Monitoring
ORecovery
Injection Well:
Aquifer Recharge
Groundwater Remediation
Aquifer Storage and Recovery
Salinity Barrier
Agairer Test
[3Stormwater Drainage
Experimental Technology
Subsidence Control
Geothermal (Closed Loop)
Tracer
Geothermal (Ilealm Cool ing Return)
001hor (explain under #21 Remarks)
4. Date Well(s) Completed: 11/17/17 Weil ID# PZ5-21 D
5a. Well Location:
Waste Connections
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees.
(if well field, one IaOong is sufficient) 22. Certilic
1►I
6. Is(are) the well(s)ox Permanent or Temporary
W
Snaure ofCcnified Well Conlracwg
7. Is this a repair to an existing well: E)Yes or []No
If this is a repair, fill out known well construction information and explain the nature ofthe
repair under #21 remarks section or on the back of this form
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-I is needed. Indicate TOTAL NUMBER of wells
9. Total well depth below land surface: 90,
For multiple wells list all depths ifdierent (example- 3@200' and 2@100')
11/29/2017 77 361 12/14/2017 DRY=2
10. Static water level below top of casing: (ft.)
If water level is above casing, use "+"
11. Borehole diameter: 311 (in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i.e. auger, rotary, cable, direct push, etc.)
For Internal Use Only:
14. WATER
ZONES
FROM
TO
DESCRIPTION
ft.
ft.
rt.
ft.
15. OlffFR CASING for muld-cased Veils OR LINER Ira I iliCAtIIC
FROM 7Y]
DIAMETER
THICKNESS
MAT};R1.AL
+2 5' ft. 70' ft.
1 2 in
.040
PVC
16. INNER CASING OR TUBING eolherntal closed -loop)
FROM
TO
DIAMETER
Y'li1CIiItiESS
MATf.RTAL
ft.
ft.
in.
ft.
ft.
in.
17. SCREEN
FROM
To
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
70' rt.
90, rt.
2 in.
.010
.040
PVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
F.hli'LkCE&IEN ME10D&ANIOUNT
66' ft.
0' ft.
Ponwmiypeil a pmder
grout plant trimmie
68' ft-
66' rt'
time release pellets
pour
ft.
ft.
19. SANWGRAVEL PACK(it a iieahle
FROM
TO
MATERIAL
EMPLACEMENT METHOD
68' rt•
90' rt•
#2 well sand
pour
ft.
ft.
20. DRILLING LOG (allaeh additional sheets ifii"ess:Iry
FROM
TO
DEscRiPTION solar, hunlnrss. soiltrork it e. Irain size. etc.
5' rt•
2.5' rt•
FIRM Reddish Brown Elastic SILT (MH)
2 5' ft.
ft.
Hard BrownTan and White Sandy SILT ML
ft.
23•5' ft.
SAME
23.5' ft.
ft.
rt.
585' ft.
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
58drt.
90' ft.
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
3-C�--2w
Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C.0100 or 15A NCAC 02C,0200 Well Construction Standards and that a
copy ofthis record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
1>n ITTA INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For )nieetiou Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. Cor Water Sunnlj• & Inieetion Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Fonu GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD {GW-1)
For lltcrnal Use Only:
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (ire UIC, Counly, Slate, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
Agricultural
Municipal/Public
(ic,cIhermal (Heating/Cooling Supply)
Residential Water Supply (single)
IndustrinllCommercial
Residential Water Supply (shared)
Irrigation
Non -Water Supply Well:
Recharge
Storage and Recovery
Test
rental Technology
nlal (Closed Loop)
alai (Ileating/Cooling Rctum
Groundwater Remediation
Salinity Barrier
[3Stormwater Drainage
Subsidence Control
Tracer
4. Date Well(s) Completed: 11/13/17
5a. Well Location:
Waste Connections
under #21
Well ID# PZ5-23D
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one ]at/long is sufficient)
N
6. Is(are) the well(s)oPermanent or Temporary
14, WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15.OUTER CASING for multi -cased wells OR L1NI?R if a lirnblr
FROM
TO DIAMETER
'rllICKNE55
MATERIAL
+2 5' rt.
35' ft. 2 in
.040
PVC
16. INNER
CASING OR. TtJBINC rothermal
ctowd•loo
FROM
TO
DIAMETER I
THICKNESS
MATERIAL
ft.
ft.
in.
ft.
ft.
in,
17. SCREEN
FROM
TO
DIAMETER
Std}1'SIZE
THICKNESS
MATERIAL
45' rt•
35' rt•
2 in.
.010
.040
PVC
it.
ft.
in.
18. GROUT
FROM
ITo
MATERIAL
EMPIACEMEN7' METHOD & AMOUNT
31' ft-
0' ft.
P,dk W(Ypel/bwt pmde,
grout plant trimmie
33' rt•
31' ft.
time release pellets
pour
ft.
ft.
19.SANDIGRAVELPACk ifa llrnblr
PROM
TO
I MATERIAL I
EMPLACEMENTMETIIOD
45' rt•
33' ff•
#2 well sand
pour
ft.
ft.
20. DRILLING
LOG(al ach additloaal slice 1%irnct:msa
FROM
TO
DFSCRIMION Iralor. hardness, selVrnek lypy. gralip size, etc.
5' ft-
2.5' ft.
FIRM Reddish Brown Elastic SILT (MH)
2 5' ft-
ft.
Hard BrownTan and White Sand SILT �M1 }
ft.
18,5' ft.
SAME
18.5' ft.
ft.
ft.
33.5 I'L
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
33d:ft•
45' ft-
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
22. Cerlif
W
S.
nat Cerliriod Wail ConirasXar
7. Is this a repair to an existing well: E)Yes or [3No
If this is a repair, fill out known well construction information and explain the nature ofthe
repair under k21 remarks section or on the back of this form
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only I GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled•
9. Total well depth below land surface: 45'
For multiple wells list all depths ifdierent (example- 3@200' and 2@100')
10. Static water level below top of casing: 11 /29/2017 41.05'
Ifwater level is above casing, use "+"
11. Borehole diameter: 311 (in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i.e_ auger, rotary, cable, direct push, etc.)
3-9-2oIN
Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C.0100 or 15A NCAC 02C,0200 Well Construction Standards and that a
copy ofthis record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SURM€1TAL €NSTRUC"I'19N'S
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. F r Water Supply Infection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD GW-i
For Internal Use Only:
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #: .
List all applicable well construction permits (i e. UIC, County, State, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
Agricultural
❑Municipal/Public
Gcotllcrnud (Heating/Cooling Supply)
Residential Water Supply (single)
Industrial/Commercial
Residential Water Supply (shared)
-Irrigation
Non -Water Supply Well:
x Manitaring
Recovery
Injection Well:
Aquifer Recharge
Groundwater Remediation
Aquifer Storage and Recovery
Salinity Barrier
Aquifer Test
[3Stormwater Drainage
Technology
Subsidence Control
Rrxperimental
Geothermal (Closed Loop)
Tracer
4. Date Wen(s) Completed: 1 1 /14/17
5a. Well Location:
Waste Connections
Main under #21 Remarks
Well ID# PZ5-25S
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient) 22. C:er • cad
N
6. Is(are) the well(s)ox Permanent or OTemporary
14. WATEIt 7XINFS
FROM
TO
DESCRIPTION
rt.
rt.
ft.
ft.
15. OtrrEft CA5iNG for
multi•eastd wells oti L1NFR if a 1
licnbI
FROM
TO
DIAMF,TF;R THICKNESS
MATERIAL
+2 5' rt.
385' rt.
2 in• .040
PVC
lb. INNER CASING OR
TUBING eothermnl ciosetl-loop)
FROM
TO
DIAMETER
THICKNESS
M1IA7'L:R1AI.
ft.
ft.
in.
ft.
ft.
in.
17. SCREEN
FROM
'ro
DIAMETER
I 5LOTSIZF:
I TuiciI NES.5 I
MATERIAL
48.5' ft•
38.5' ft-
2 in.
.010
.040
PVC
ft.
ft.
]It•
18. G Rot rr
FROM
ITO
MATERIAL
ENIPIACFMENTMETHOD&ANIOUNT
44.5' ft-
1 0' ft-
PoMeMLyp,11be powder
grout plant trimmie
46.5' ft-.
44.5' ft.
time release pellets
pour
ft.
ft.
19. SAND/GRAVEL PACK
lif a licable
FROM
TO
I MATERIAL
EMPI.ACEh1EN'rmf.q IOD
48.5' ft-
46.5' ft.
#2 well sand
pour
it.
rt.
21). DRILLING LOG: alto It additional Aerts if neceasa '
FROM
TO
HFSCRIPTION (color, hprdncts. raivr u 11pe. lZain size. etc.1
5' ft•
2.5' ft•
FIRM Reddish Brown Elastic SILT (MH)
2 5' ft.
at.
Hard BrownTan and White Sandy SILT (ML)
tt.
25.2' ff•
SAME
ft,
ft.
252' ft.
ft.
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
it.
48A rt.
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
Signature of Certified Well Catltracto Date
By signing this form, I hereby certify that the wells) was (were) constructed in accordance
7. Is this a repair to an existing well: []Yes or [)No with 15A NCAC 02C,0100 or 15A NCAC 02C.0200 Well Construction Standards and that a
IfaI is a repair, fill out known well construction information and explain the nature of the copy of this record has been provided to the well owner_
repair under #21 remarks section or on the back of this form.
8. For Geoprobc/DPT or Closed -Loop Geothermal Wells having die same
construction, only I GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:
9. Total well depth below land surface: 48.51
For multiple wells list all depths ifdifferent (example- 3@200' and 2@100')
10. Static water level below top of casing: 11 /29/20 7 47.761
If water level is above casing, use "+"
11. Borehole diameter:311
_
(in.)
(ft.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i e. auger, rotary, cable, direct push, etc )
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INS7•RUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Infection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. ror Water Supply & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD GW»1
For Internal Use Only:
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (Ge. UIC, County, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
Agricultural
36cotherival (Heating/Cooling Supply)
1 n d ustrial/Commercial
Irrigation _
Non -Water Supply Well:
DMolliloring
Injection Well:
Aquifer Recharge
3Aquifer Storage and Recovery
3Aquirer Test
:1Cxperimuntal Technology
_JGeothermai (Closed Loop)
Municipal/Public
Residential Water Supply (single)
Residential Water Supply (shared)
Groundwater Remediation
Salinity Barrier
[3Stormwater Drainage
Subsidence Control
Tracer
4. Date Well(s) Completed: 11/13/17
5a. Well Location:
Waste Connections
under #21
Well ID# PZ5-24 D
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N
6. Is(are) the well(s)oPermanent or MTemporary
14.. WATER ZONES
FROM
TO
1)ESC'RIPTION
ft.
ft.
ft.
ft.
15. OUTER CASING for
ntultl-cased wells OR LINER if n rlicablc
FROM TO
DIAMETER
THICKNESS
MATERIAL
+2.5' ft. 34' tt.1
2 in.
.040
1 PVC
16. INNER CASING ORT[IHING
colhernia
l closed -loop)
FROM
To
I DIAMETER
TIIICKNFSS
MATERIAL
ft.
ft.
in.
ft.
ft.
in.
17. SCREEN
FROM
'I'O
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
44' ft.
34' ft.
2 in.
.010
.040
PVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
LN1PLACE' PENT MYTH On & AMOUNT
30' ft.
0' ft.
%diaMtype l/bed p,,&,
grout plant trimmie
32' ft.
30' ft.
time release pellets
pour
ft.
ft.
19. SAND/GRAVEL PACK (if applicable)
FROM
TO
►1A7'EnIA1.
EMPLACEMPNT METHOD
44' ft.
32' ft.
#2 well sand
pour
ft.
ft.
20. DRILLING LOG (attach additional sheets if necessary) -
FROM
TO
DESCRIPTION [color, Itardncss. spil/nick!Zilie, grain size, etc.
_5' ft.
2 5' ft.
FIRM Reddish Brown Elastic SILT (MH)
2 5' IL
ft,
Hard Brownian and White Sandy SILT (ML)
rt.
28.5' ft.
SAME
28 5' IL
ft.
ft.
33.5' ft.
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
33dlft•
44' ft-
Fractured Tan and Gray Bedrock
ft.
ft.
2L REMARKS
22. Cert1r I
N 3- 2o,9
Si to a Crriiisrd WoIrContraclur Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
7. is this a repair to an existing well: [3Yes or QNo with 15A NCAC 02C .0100 or 15A NCAC 02C.0200 Well Construction Standards and that a
Ifthis is a repair, fill out known well construction information and explain the nature ofthe copy of this record has been provided to the well owner.
repair under #21 remarks section or on the back of this form.
23. Site diagram or additional well details:
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same You may use the back of this page to provide additional well site details or well
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells construction details. You may also attach additional pages if necessary.
9. Total well depth below land surface: 44' (ft.)
For multiple wells list all depths if different (example- 3@200' and 2@100')
l0. Static water level below to11 /29/2017 37.17'
p of casing: *
Ifwater level is above casing, use "+"
11. Borehole diameter:.
311
(in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i.e. auger, rotary, cable, direct push, etc.)
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection W lls: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supniv & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Fonn GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD GW-1
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i e. UIC, County, State, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
Agricultural
Municipal/Public
DGeothermal (Heating/Cooling Supply)
Residential Water Supply (single)
Industrial/Commercial
Residential Water Supply (shared)
Irri ation
Non -Water Supply Well:
x Monitoring
r3Recovery
Injection Well -
Aquifer Recharge
❑Groundwater Remediation
Aquifer Storage and Recovery
Salinity Barrier
Aquifer Test
[3Stormwater Drainage
Experimental Technology
Subsidence Control
Geothermal (Closed Loop)
OTracer
Gcollienmll (IIcat lnWggolln Relum)
Other (explain under #21 Remarks)
4. Date Well(s) Completed: 11 /14/17 Well ID# PZ5-26D
5a. Well Location:
Waste Connections
Facility/Owner Name
Facility ID# (if applicable)
375-560 Dozer dr. Polkton,
NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient) 22. Cert' ati
Internal Use Only:
N
6. Is(are) the well(s)ox Permanent or InTemporary
14. WATER ZONES
FROM
TO
DINCRIPTiOY
rt.
rt.
rt.
rt.
1S. OUTER CASINO for multi-cnsed wells OR LIN1.1 .if a licable
FROM
'rO
DIAMETER
THICKNESS
MATERIAL
+2.5' It.
40' ft.
1 2 in
_040
1 PVC
16. INNER CASING OR TUBING(geothermal closed -loop)
FROM
TO
DIAMETER
THICKNESS
I MATERIAL
ft.
ft.
in.
ft.
Tt.
in.
17. SCREEN
FROM
To
DIAMETER
MA)TSIZE
TIRCKNESS
MATERIAL
55' ft-
40' rt•
2 In-
.010
.040
PVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
FATPl &CKMENTMETIt0D & AMOHNT
36' ft.
0' ft.
%alam„ce,lb� powder
grout plant trimmie
38' R.
36' ft.
time release pellets
pour
ft.
ft.
19. SAND/GRAVEL PACK if applicablEl
FROM
TO
MATERIAL
EMPLACE%1 ENT METHOD
55' rL
38' ft.
#2 well sand
pour
fr.
ft.
20. DRILLING LOG Inttach
addilional sheets if neccssa
FROM
TO
DESCRIPTION (color, hardness. soil/rock Iv e, grain size, etc.)
5' rt•
2 5' rt•
FIRM Reddish Brown Elastic SILT (MH)
2.5 rt.
ft.
Hard BrownTan and White Sandy SILT (ML)
ft.
28.5' ft.
SAME
28 5' rL
ft.
ft.
33.5 ' rt'
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
33drt•
55' rt'
Fractured Tan and Gray Bedrock
ft.
rt.
21. REMARKS
►v 3 _ 01-20 A?
S' rlalurctrfCcrlilietlWell Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
7. Is this a repair to an existing well: [3Yes or E)No with 15A NCAC 02C 0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
If this is a repair, fill out known well construction information and explain the nature of the copy of this record has been provided to the well owner.
repair under 421 remarks section or on the back of this form,
23. Site diagram or additional well details:
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same You may use the back of this page to provide additional well site details or well
construction, only I GW-I is needed. Indicate TOTAL NUMBER of wells construction details, You may also attach additional pages if necessary.
9. Total well depth below land surface: 55' (ft.)
For multiple wells list all depths ifdifferent (example- 3@200' and 2@100')
10. Static water level below top of casing: 11 /29/2017 46.35'
1f water level is above casing, use "+ "
11. Borehole diameter: 311 (in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i.e. auger, rotary, cable, direct push, etc )
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For lulertion Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
-. Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Simply & lniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD GW-i
For Internal Use Only:
1. Well Contractor Information:
Robert Cassell Jr.
Well Contractor Name
4143-A
NC Well Contractor Certification Number
Summit
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (Le. UIC, County, State, Variance, etc)
3. Well Use (check well use):
Water Supply Well:
]Agricultural
]Geothermal (Heating/Cooling Supply)
In dustrial/Commercial
]Irrigation
Non -Water Supply Well:
Municipal/Public
Residential Water Supply (single)
Residential Water Supply (shared)
Recharge Groundwater Remediation
Storage and Recovery Salinity Barrier
Test [3Stormwater Drainage
rental Technology Subsidence Control
nial(Closed Loop) Tracer
Ilia[ (HcatinR/Cooling Relum) rJOthcr (explain under #21 Remarks)
4. Date Well(s) Completed: 11/15/17
5a. Well Location:
Waste Connections
Well ID# PZ5-27D
Facility/Owner Name Facility ID# (if applicable)
375-560 Dozer dr. Polkton, NC 28135
Physical Address, City, and Zip
Anson
County
Parcel Identification No, (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N
6. Is(are) the well(s)IDPermanent or Temporary
W
7. Is this a repair to an existing well: []Yes or [3No
If this is a repair, fill out known well construction information and explain the nature of the
repair under ;21 remarks section or on the back of this form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:
9. Total well depth below land surface: 39.5' ft.)
Far mriltrple trolls list 01 dolNhs ifdiffv)vns (examp)e- 3@200' and 2@100')
10. Static water level below top of casing: 11 /29/2017 30.56'
If water level is above casing, use " + "
11. Borehole diameter: 311 (in.)
12. Well construction method: 21/4" HSA, NW casing, NQ2 Rock Coring.
(i e. auger, rotary, cable, direct push, etc )
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15. OtJTLR CASING for multi rased wells OR LINSR ifa
lienbin
FROM
TO
DIAMETER
THICKnF»SS
MATERIAL
+2.5' ft.
29.5' ft.
2 i"•
.040
1 PVC
16. INNBR CASING OR'i'1111ING
eathCrmal
rlesed-loo n
FROM
7'0
01AINUTE.R
'THICKNESS I MATERIAL
ft.
it.
in.
ft.
it.
in.
17. SCREEN
FROM I
TO I
DIAMETER
I SLOT SIZE
I THICKNESS
I MATERIAL
39.5' rr•
29.5' rr•
2 1O'
1 .010
1.040
1 PVC
fte
ft.
in.
18. GROUT
FROM
TO
MATERIAL
$MPLAL'WF.NTMETHODdIAM Itlti,'r
' rt.
0' it.
Nftnd,yce,ibent p-ae,
grout plant trimmie
28.5' rr•
26.5' rr'
time release pellets
pour
ft.
rt.
19. SAND/GRAYti1. PACK firapplicable)
FROM
TO
MATERIAL
EMPLACEMENTAI£THOD
39.5' rr•
28.5' rr•
#2 well sand
pour
ft.
ft.
20. DR1LLiNG
LOG (nus b additional sheets if numso
FROM
TO
DFSCRIPTiON (rolar, hardness, wiltrwit LYFC, XrOin size. etc.
5' rr•
2 5' rr•
FIRM Reddish Brown Elastic SILT (MH)
2 5' rr•
f`
Hard BrownTan and White Sandy SILT (ML)
rr•
28.5' rr•
SAME
ft.
ft.
33.5' ft.
rt.
Dense Brown Tan Course Silty SAND (PWR) Partially Weathered Rock
ft.
39A fr.
Fractured Tan and Gray Bedrock
ft.
ft.
21. REMARKS
22. CertilIca '
3 - 9 - Ia J8
gnalu of ersifial Wcll C:m me nr Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 1 5A NCAC 02C .0100 or I5A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided io the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
S1IBMITTA . 1 sTRuffIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For in'e tian Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water• Supply die Inieetinn Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

APPENDIX C
PERMANENT MONITORING WELL CONSTRUCTION RECORDS
Civil & Environmental Consultants, Inc.

WELL CQNSTRIIC U RF.CARU GW-1
gcrc use d.nt�r_
,_Wen CeatrscforTu%r-afiM
YR
wellco="w®
A
NCwen Cc-fifi-k-
75c1}IliEliCi15Ii9G
To
nrd
Tom&
2. With pupas&#tIL
Lvtalffawe�Pu� ifJf; t mmry,
3. Wt:1l use(ct>edcwdl �k
SUPIftwem-
swalcmal� Y) �Wdersnpply[ )
f1r !i
.
(mdus�aitCommacat wete�se�rlsCi
Ys:Gz�r.:
=::::-- :�.-:.:.L.
__
a�wesa�n+rF
i�foti Wart Wd h
c[.zaMeAl— ice+
Masi
%jeclion'4ic-
�
tl
AquifmRtx
. and+ '- Cry
j
70
33�-
P 4
�#=:�.5: r C�
pgtuferrest
— t Googol {z: o 1ov)
tin!
ecowrood - othg lsintmder 21
y/17-/I� W�ma� �' 13S
a
b,IlateWdll(s)Complct
r46 Q t
Sa. WdD LOMflnnc
IL
IL
Ferro„ Alkimsir
2-10 •
PhydealAdders.chy.-d•rjp
11$'O IV
SC.0 �4 S t�► C:a'iG��
cow 'r H0. c
+'k wh A6 � `
51M I.afitadessd iB dtrdfdxl =
22. Ca' QA
ctl'we� s�la. aye l is spy
f gq- Iv�`s—�ca? ►17 W�
a y�d�'t*'�
sigmaeeoffkrsilkdWegCio+or Data
6_ Is(are)1he wrS(s�g
gy dgrfwm I ho rby cwtP rW fiw -ffl&) was ) eavnowAed fR awodance
AcO ejD100ar1SANCAGOW-102 BWdlC� *awdihurn
q
7.D arepeirtpan $weir* �Ycs or 2 '�,� w r5trmarrealdaa
wm1SRlr
�PY� �madlwabsiv+prvvddedmdlicse0a.o�
gift&tsu> jlu�f�wevdlamn
,fir o ear. �� a it
ZL filft diagram (w add -we U ddxaiis:
3iuu By Uw the hardy a.f finis page to pwac od"mg w X site deeds or weU
S. For C,�robdDk'i or [�acd-�P GeoStarmal Welh having the smrAdetails
you may eiso attach edddlioual row ifneoes—y-
constm "u. dopiy 1 1 is ncmk& Lddl�e TOTAL NL%U C of wells
dn7led.� I�Vf !
9. Tohd weA depth below dens mnfi= 3 3 •� )
Tits Far nw Weil<s: Submik ilris tm wid t 30 datpa of campleffan of well .
par msfrtpkwag laraffdWf (je ('Mq*'3@M'mad2.@PM
ucd=tothefollcpwiot,
t 4- ice)
Ditritfmn of Wat�Ilssontcoe:,I�O �nPruee�ing�I
10. Static water laud belmv top eli
i517vice CCntcr. ,14C376W1617
141a Ser
jwoter k,r! fa aboroe emvrg ,rsa "+"
f Cm,) 3 4i �a""�
24b. For I +�fon dis: 3n additivo to g the farm to the addre :s in 24a
t L Borehole dliameter-
above also a6mg tine copy of lhiS form within 30 tip of weU
xz. Well caustraetion +` Co flC--
cmshuctiemtoihefollow-mg
C— Mwer HAMY. pusk C)
I n of WaigrRoarcEr-, Md hdoefiaii C*Uhml ant,
FOR WATEB SUPPLY WELLS ONLY:
M6 MaD Sa vEm Cam, ita ,l+IC 2T6' 9406
13% Yield (l�),� ��Od ddts�
24a For Watw & W k addttiou to sending the farm to
the addrtsK=) above, also submit me wpy of flit& f� rvtlttia 30 days of
letitm of vmR won bo ft 0MIty health df�attatenr of the comity
12lb-DidaSK6011 Me: A=DuNb
where dons motcd-
lwueolQ�Y-�iv�aa afllVaterRssou�es @evi$d 2 32 2Olb
(sinthCamtioal]eparttmeetofF
Farm G W-i

�VEI,��ONS"�IICIION REC[}RD GW-I
For UsethAY-
L well CatatEactor�
ark L s�� hex- SR ,-
70
wdi caabmCwrw
FROM
fL
3S $ �o F
NC Wdi Qom
Mt
a.
'IL
s a
J
COnIpY
Pkare-
Ii:
.....
:...._
MAIMMUt,
ZWdICWL*Mbm rcmu' t�Cam3:�Y)
ia•
(�
3 wen um ( -M
A:::...
:.. _ .:. , ...:.- _ ::.:-:::: ..: i�r;►»
so nt
watersappzrw
AC ft 7C ft-
c.
c 4%
Goothatmel(�°g�PPIF) wmwswr(
s
'�-
J.
.7 $
F�
i�%�R►tcber
g
a
IL
.. _.
t+sEn[tm
a� fftL
3 C� IL
nali3,�IGl
[)G
GeoWermal (tad ImP) Oiiaoer
Gcathroa Rsistm - �md� ICR� cs
�
iR
�!� �. T wen mgw
$
4. Mte Wdl[s) ice:
IL
sE
5a. WeS 1,amfiaa:
IL
fL
�/
Fata�itylarvtir�won }�
ter
p,,► -.dZip�
Goc.�'+is�7
nsa,v
see � r �
sb.1.s#itadeaadloHglt&is m
e
C •
(ifwoft &44. one huff b )
`s ! 3.s� L ?$ w
f
L t ro 08 N
6.Ware) tbevtat-AW—Mt Dr ' ��
s• oE{k�6edVleilC�eAos �
1!�, jk fosm,jrhosbyMOfh t,hs.C90Jwwl.Mi fn O1 c�
CWBWCM
7.lsthisHrepaietpaHt�tistiogw [3t�ye,.sor EWo
wl�ISANfs1C CJ6l06orlSANC/jCO1C.81110i�feUCo or+Siw dse++dthaia
GOpy GflbfllBC�7�k� �1'OV�t9�lo the l�T110RAp=
Ifthtr trnxpalr j!!! p} }�y'jtitt 'J"'�'r� �E��
,tor wrder1121Mw1sxectlonmraathebadeafmufwaL
23.; dis t� diEioHalw�1d
you may we fire bade of &is page to pwvide adeliticatal weU sde detail or WE
8. For CeoprobdDlr ar Cftwed4�DV W"I-'ing #-
d� Yaa may also aMad3additiottal pates if aer y
constructiaa,a iseedIaicM'QALNMMOfvcdb
m
d,t
9. TOW well dIP6 bdHW lead -3 G )
249. X AII W__e& 3,0,* this tmm vttltiv. 34 days of eompletiam of well .
X'oriuedNplewc=lrfBtaHdr ksif � 'md2@JW)
c tothe#afloWiDg:
l .1t up
DIVULM alwatrr i omwe s, l san �ti
30. 51atic wares revel belo9v 6►P o[ =
I617MA ServirxOtter, �� 1RC27699-i617
lfww�lg►dtoaLase+
f sat %) d t �O""�
241L For In"eSO eRs To a&Mm to scmding the ftm W dw address in 24a
lI. Sunehale d�sJa�ee:
above also snbm me ©W of tads &m v" 30 days of vasoglctiam of wdI
1z.weneanstraeRoame�ad: �eIJIO r •� C6/`iC._
oatothcfaU�mg:
G.e, m�Y �` � �' �)
Divissoa of Wat>s Rcgatrtt:es, iFsd�oaad is�ra C®tmi PragXatn,
�. /y �[
FOR WATB�it SUPPLY WELiS OIQi.Y: J"4
16M M.0 Service Centw, RaIdgh WC 2709-106
J
113a.Yield rpm) Dd�hodoe
24 -. For Wa ter Sti -re - In addaiaa to saadfag the farm to
the a ,S) abrrvy earn subak am copy of thg � vvidhm 30 days of
c004,kijon of vA cgnstraeflon to the comity heal& depatIMM of the Coaaty
13h-Dismfeebaa types
vhe=cM9MCM&
NeU L�lcoiios ofr=rfionnvzt d Qm&y,Drvisioaaf WaurBe Revved 2 2Z 2D16
Fans t3w-L

vau CONMUMON REC01iD GW-i
I. wen Caetaetor itor-a"
ct,k E Sic �e� �fZ
wrll N—
x7 s f A
NC Wd1Caa
DOC
CGMPWNsMD
2. wa caaslrA o-
2trraupk�lewr�lc+onrarPMtrC� r �'°
3. Welt use (e>a-&wcB
�rr�in�ia$�Y) �WaterSmpply[�)
ommercid
;wt
EGz%b
0Q=m%.Iw Rmwfid—
StafwandRawVas► 09ahaysania
rcd 13
=WTeebno%V j3s*6dwoecQdMl
4. Date Wa!(s) CoacpleietL w�ID M w ' ! $' ra
5&wcaucadsw
ol fan - l� AF-C-
Fj*%WAd&cMQ .Mnd2V $ d S!
ASoJL] — Javat
sb. ���� artset�rat
(tfwc# sell, amtwlwg issul5dM4
lVa f a 3-3 7.-X-- 1 `so 488 •�� w
Z
ter
m wh A6-frame Q
22.0 w- .: r
6. U(are)W mK4a' rM--9 air Eff
B. J*dog r&yf) hffgby eel+ dm &a wdl(esl v= (P-J m aaaordo-
oyes (r 2wa
+�ISda�C�-tllDoarYSdATGCU2C.Q�9�dlSYml�mmdrhuR�
Abu waaxaer.
7.1(stlilssrepair taagevia=
cord rlsaairueaj�
lir7drtsarep�rfdlmul�so�►r�cell��' �q
copy4vfwsrewdhwbempvowAdso
frlralr corder 921 ems% dw Of am baet4errfaM
23. die disgrsmor *AdftlGwIWeR deftVc $dd"dionaS well sits ddatls or well
coonhw asetitsLL
d. Far C�eeprabdBi'JC or � GeaHwewiWensbaM9theswc
Vofthis"asa hsddi ff
� demil4. Yon may aLsv atteci►additiaaal nR
canshuctian,o! At
�mrrxrrrsi.71�4RRYYCCiOI�s
dn7led: / -�.� e�
9. Total wen depth below le■d am�ec �7 . o ( )
24a. Fwr All WCAM Submit ibis form w� 30 days of COVVictim of weli .
FarmvlXpfe�vdh � a�dgpdes �C�a-3�3611 m d1®lt�0'}
car i"smnin the foilowkk.-
�'�� �
#?iv5 = of Water RPsoaroe hlUW"ttM Pt+ars�ng Unli,
10. SEsttew�terlsvel l�elosv cop e[
1617 Mug Sffvtce Center, > b,NC 27699-1617
ljwa18r inn & above vamb$, we r+"
F
i Cm.) 3 �d
2sfb_Far7niet� d[Er in ad s tossndtetp <be tbrtn to the sddrt ss in 24a
11. Barel+plt diemeGer:
shore} alln sobardt one copy of this ram wilhifl 30 days of eomPhliora'Of well
12. wen rnssuveamu odb,& •• Cam -com&uclhmzo
the fnllowia�
Cie. ow. Mary, cable. d capmh ems-)
iilvMmn of WaWRCS arccs.U*dcrgwund Igj c6m CcobviPrOgmm,
FOR WATE1tSI7Pi'LY WELLS ONLY_
1636 WURSM =e ceaw, RaIdgXMC 27699406
I3a 3Cuetd(gpm}. clhodOOYU
24c EH'�L_dg In adMw to g the f un to
the 5[rs} abmw- aim snirm me copy of *h Emu widdix 30 days of
comple ma of wen camskuvoon to d= rnoty heath depwhMA of tba cnvntY
13t� DisWeitinnf9� A.t
tviwe enmsWcted-
6f�h De�rhnmeiaEEavnvnmealel
Quetir]r- Divaian of W�erR s Rc9lwd3 Z2-ZDl6
Farm [iV► !

WE3, ,CO fgMU ONAz—WAD GW i krurJUECEDUILJW%J,,.Y. I
war co*�
lea �o � �-� •`�
4.Ilatewell(s)Cosojdeted: !-I 1;- W.AMB IM W -IGS
�e �/
�tTac''i�yt°`vnaZ'em° - -
rhyaQdn &=I6cay.-War
01
5bi. laeasd ID � �
s. Ts(ane] the wee(serf>m�t�t Q* �'� ��
7. is this srepair to an eris6sg f3Yes or 2Wo fhs r:�vrs olnc0
Ijthfrisatr�afrf�Iravfirrawn+reUeecrrlwQa►
r 021rawg-waw0ruarhahm**l-ftr-
S. For CcoproWDPr ar Geo$erst dWe1ta3MVMfhesaate
t oaa, t4Y 1 Is m�«1 Tadi�e llffFA7.idUA� ofUe]La
9. Totai wrII ftffi bcUWI and emrffi= Y* `� �R}
ForMrlyptewe&&fafrdtr*#I&ffMW( 3@M-amf2100�
16. static watn Level l &ff top of -
�1 �t
11.HareTfatedr: Back G Ste+ c�-� 3
12. Wcsi eunstrae" meow& AeIG, � f ` •� Ct� r`�C_
DWO
By fnn l be+e6y OA& rhm d e vWrs'I vns (orris) amn&=W m aeaordome
.MISAA ZNC01C.f;Wmr1aNCACO2C.OMDVaSaMWd,am"s ea
er0+yofrhrsraenrdlQalro®rp�aa mAffuenammor
zL SitearaddWoudwiM.d.ehuhm v�i sire dei�u7s or well
youmap me &e bark of this page to P�� addiflund
Boa demil4 You may also aftch admaoalpap ifnwcmxy.
242Far Ali ce Submit this farm withra 30 dwp of campiedon of well _
canstructiontD the fwlawinr
n vis oa egwsWAmmFcM a[arma&npMeeWR9UH%
1617 MUR savkeCam r, h, NC 2709-T617
306 For �'eSEE weir fit adM= bo swding the form to the a8d m in��
abo siso one OW of this farm within 3U days of ao�ldi
adim tothefaIlawi4a
1Ti a waterliesMeea.>iFWkgp mzdI:3 c-ftu' Proz—.
------------
Forr wAT E R sUMY wF U 5 oi+�Y:
CIA 1a s ma S center, i> ,r1C 2709406
]3a.3ridd (ppm) Method after 24c. Fi#r wMRW 1 - -ms fn adm to sendingd30 faundays to
dre addam(cs) above., also sobmn MW -P9 Of tbls widrm -a
COMP I'd. of well aaustrta�im to mC oawly hca& pert of me eamuy
13lr.IJi�nfM9Q1M ilpe+._ vibem e
Form (`Vif-1 N�thC:malma
of trvimnmontal >tY-� �ofwaUTResuaacs Revi=12 22 201G

WEI•L COPiS1'KUCTION RECORD GW-1
1 1ett 8t use vu�y=
l_ We11 Coatsactur��
Q4r to
To
-
weuca*a—
ZS {'• $'
GvlsN iloC.�t
am c? A
NC We&C C_fi
Cz
To OR''. - -
lfsrdlappliTe+'�fPef�s{a i11� Ca�flan7 Yam �,)
is
FL
i
WaierSsiyWcII:
3AW•�
�IAll67»
�" a�
9QF5{li
Water &V Oy (sin*)
i ff- s
�
Wwat.,,s>spply(r,xrr.::-::�Awe�iiu;;W
10
-NWWattr WdL-
l,gjeC47a� W E
fL fL
DAquiferRadimp ���5111�X4►C�6XVBiFACC
d . ` : _ _t -....- . c :. = > '
borrowAgitiferTest
$fotageaadRecaveey �Ye`,�aoru.
%Lr � �3•�
�.'�:':�J • �L�l � .��
�
"�
- Ceeoth�al (Liasod Laa'a)
> zo
l�o�) u #211
st
Co-pltftd
a. Date Wdl(s)
5A. WeU I.orstlt m:
G,t A
fL
317s— ;� �r. N.
IL
ff
d r 2L Cot s
{ifweII ffdd aoa lS ii sue)
Deft
i&2d=8fc=u&dWcucm&mftr
b. Is{are) t6ev�(s)' + or
vast (urge) m peCpnfinees
�. eEtr t ray e go *0 a- war,)Oy"
_ 2W
or
wMMI"C o2C.oloo or J.M lVoACO2C.GM WeUCs mt Smn*Wds WdfTl4fa
aova�����na�re°f�
�yalditsneaxdBurpftofTeeyrllama
reParron�d3Tr �a�lou+txrasadiedrx3rg�L6tsfarsr
Xi.Sib! d6gng erg adme1ld
You may we flm back of this page to grmride adflitioua4 wtll site details m well
B.For GvqwabeMpTnr jAOPGeadwrodWe%baviitgtse
ConSWWdmdctgm- Yoamagabmatieth pagsifn Y-
consmWdou, t -1 is IWAL N11MQNRYS
8
dfe7ied: J
9. ToW weU dqi& bdow laud satism _ � � )
MMMMhrs;.Rl4rttUCEM
240. For AA Wdlm Snbmit tfim fmm vaithm 30 days of complenon of weii _
Fol-mdVew&sIffail &p& if 3a@2W'fmd2WW)
comihudiontothefQuOWP�.
lo. static waW hvel below tap eft (it:)
1)Ti+ dus. of Watervesm"M26warmatien Pr €ng Unk
1617 MA Sudw C�� s NC 27699-1617
Irxafer level Is above caste gee'+- _%
G'lso; em.) 3 ed,4_
xab-Fnr Iu on— — In addition is sag the fnTm to the add,ess to 24a
It. Boreisate disosrlu:
above, aiw subak one DW of ads form within 30 days of comi deliaa of welt
12 Wen consftudoo t : — CG r-e— _ -
tntbe foflnsvmg
Cm mom mtny. cd t4 tWk
n of WsmWRewmnofz, Umiwvmmd lnjecom (.'mbA FrogrAm,
FOR WATERS[ PLY WEId,St?M-Y
1636i1S ServiceCe�ttr,del :Ntv 27659 i636
MVidd(9p-) Mrthodoft
tam For WstW &Oft � Ltrs Webs: h t admium, to sanding the form to
the addmss(rs) alive, also sabot ®e Dopy of'"s ftmn sin 30 daps of
camp?ctim< Orwell conshuctiae to the comity beaft of the comfy
13h. an ti PG Ash
wbere consbumd-
Fay GW-t Ha;IhCmo!®TTgt ofl avimnmevml Q�1itY -Sef WsferBs Revised 2 22 2QJ 6

WELL CONS MucnON 1
twdlc shw* rfnbrawfiew
4�k IE
wee coN�
xC 1lrell cwntrsma<c
!tie t-^
2. WIHGQ t"M 1!rI
€=TdyMS Cif= )
A Ikkiv a
A AS.Opj .
Sly. 1,uWadea rd 19989adtm d eslse erd wll
aw®ll eddy ame b ylongis ww )
6fsYt ?L 9 • s-7
6.1s(aae) ewe4(sj a w
7. is this arepair to an cdfftgdL E3Yes or 2io s►,ea�reeojrhe
lflhieueTrlbnwnw�cm�safur►bNan
rrpatrmrdw fi21 FamwIsaeedw crow tW hachOFddsftvM
S. For Gt%wafee DPr or CWudj-T Wdks S dto �a
comttuctian, E 1isneeded.MuhcsteTOTALNFNMMafwells
drMed:
a mgmfjw Phis fo'm. ! he,rbp sIW "Ne WEUP ,coa (wear) tarm amaa m ax'oirlaneaa
,MISAIKACOW-0I0DorISANCACO2CMWHSell Smodavdsreadalmaa
capyojthtrrawdhasBPenPm �welfmmrr
M6rSj(e4RsW=moraddWMMMdveHdd2ff&
You may use the buk of this g88a to pwvidGaddwell site dewil or well
OMMMUMMAmAk You mayalsoatbobadditmalf if asy.
9. Total wen tlepfb itelaw atu%ce f (IL)7Aa. � A], �V . wit dns £mm wishin 3o days of corrpletian or well .
Faramtlipk walla fitaall dry ifs (3��'md2Ua IQOry tt�iOs►tO mC foll09��
10. Static water eve] btw top of wbw
ffwarer lewd hr above oasmp„ eye +�
11. Borehole dmmdW
m Wen eonstracam weaM& �r.•s^ CG _
(ke. wags. jutw. Cdb4C6pwk dr-)
�ivisios alVYsdsra�IIttlt,
1617MBN SMICCAentetr.UM9161+TC27699-I617
24b. For eeHeu Wt ft In addano to sending the time to the address in 24a
above, also sulauii one otgry of this fm nn WRbin 30 days of wmpietion of well
cawractionto themowhw.
/� 1)itit�an of�Vsterlte�wmnrs, U IF.�$ e�oirFogaam,
1?Ult WAT sBPYLY V VIE" ONLY /(�'/ 16i6 M II Service coder, ,WC 276WIG 6
Z4G For'6lraW 1 ' W La addition to sending the fora to
13a. dd (spat) ]fSethod cif Tire addmss(es) sbmry slsa submit Ow wff of this fmu vAIwt 30 daya of
completion of well acaisputOaa to the wanly health depastmmt of the cmmty
13b. ilistafetatots tgpt" _ mere c-
Farm G1H-i
NmthCarv]inwllepaAnttwtof vimnmeotatQaaliry-Ilivis+nwafWafrsiia cues Revised2?22016

WELL, CON UCTION RECORD EM -1
Lwal �
k- I E�,S�; ter s-rt
wale m—
x?Sq A
NCw.l»
e,,b Ad ro -br.l rim
COBV syNIM 459 — - 4 —
,Maudpp( „rnwrrur�+rnn�
4. Date walls) Conrpteftk W.UIs Fq
LA�Cu�f�W
Fec+tityrOW—N—
n .0&J
C-mw
(irq vufmaamehissow)
s234 7, 7s- ..N
6.7s(are) r larTt
7. Yg this a repair tv wdle QYa — 2wo
If rhls lr a rp{rot' �iI! muhx�wvr?refl aoatsa�iwr �orn�'��dx „arse o1+�rc
repair rarder121 rmarJEsrcvdxbomtc9r64rsfvm-
V. Far Glgwo dOPr or Chnad-Img GesMsrmsi Welts having @re�n�
conshuetlOB6 i y -1 is seeded- inisate TOTAL1 UMBER ofri db
drilled: �j
'v fDwe
I jw by CMW dw the ,go) um (--4 —,-d - aem d--
, ISR lcoat _ IMorISAAraCOCAMW2uc sM LmdOw
copy al+ht* rawrdfAw bun prnvtdrd m rTr:wdl Omer.
nFvW dim r a raddWmmd WEB deter
You taay we the bwk of dig page to pUM" sdditimral vNu sue details Or arell
mnomidwd s You my HjwmUmAWMuEwjpaSmifnwA my.
9. Total wtl d*M Maw IWO auffm= -grf.o �) ?rla.. Far AAA SI&M dds form MOOT! 30 days or complc M of WISH .
For mdapimwd&lidaUdgdlarlJ trF e-33@200'mrd2®10n cousimciioutothe�nlloWin�
10. static nahm level bekm top of easing: 3 �" ifLl
lfua�erlevel fr shore rua "+" -
i1_Borehoiediam�:
12. well CGUSUWMGn me099k A ••• C6 PC—
Ilivtsiaa oiWat�rR��°�IIO�
I61711n StaWm Calais, badClo, NC 276 1617
7Ab� For Io"eetitta Yells: iR additim to 9=dWg dre f on to die address in 24a
above. silo submit WO CVY Of � fay wkb'a 30 daxs of lion ai tivelt
ern Warion talbe fallOW-S
LJZ Dhish n of wader cmRama rem iII td Inman C—U-w proga,
FOR WATER SMLY WgUS �.Y_ IB611g SmvkeCentra: ,NiC 270I636
T/k or water & elIn wn to scadkg the foam to
13a. Mdd (gpm) Me ht5e {cs) abam also submit oe WR of this m willow 30 days of
13b Ditialectiestypes 'Da to the eaang heatdr departmedt of the emmtY
Fanrsw4
NorthGm}malkpatlm�tufFnvirasarxamlQ - o�VNcrRcw¢ccr. xcvbidZ-22Zola

WELL CONSTRUCTION RECORD -
Ftrxlnitt uscutu�r.
L Wdl Cmrisattsr 7�rmatlan.
k E_
-
DESCOMIM
wcu1
Z�
33
Ra
a!7g,? A
NC wgRca-WzmrC x
eTD $C� fo 4) P ''�
a
3 iZ
Ste,
u c --
Kam s
MEWER
t
2.WeBCowftmCdMFewm6Iff.- F-)
1rQuraa,�n�1��G
x wen use (el C&Wen k
_.
�
water s4tYWe -
3
To
33-
Ag�ricdhual
w:,ners��►[�)
a
�
�
c�luetinal(u�$i��y)
a
re.
xo�w� wdh
IviQatmmiog
3E*jmffsa Wdt-
f
�-
---
StaragemidRcoMffY [3SaiirdlyB8nxf
€
1
TO
3 3
iw�a rat;
.Z,S : r't`t�
yr
A�Ted �
Terhaol0gy OsA dumcowol
$
of
FQff C'h
tam ua&r#21R goAs
fL
a
4bate Wdks) Completed: rY Wet111T1F
it
Stc Ct
s& weR Location:
Ar
Fnc�iyrlpivmcNaaw l�trf�rral'>c)
s/..�A1l,�!Q R�- mil} s- N•�
�
�
j} go Il a
S"t� �d S 2i, Gocc�i�
COY pm�1 Nw(P1rO
c wh A64 ha -
Sb.la►tif� sad>�fibade ita dcgres�a�ar�e�nal dew
n_
�•�� _. !-
(ifceel! 6o1d. amo isesurt)
6. 7s(are) ibe weS[s Or [�g,rofxoa
Wei C t»
Bye A&Jj.= I kmof�' cam' ow st a wl![Il l' ) ra auenrdcxce
�Yrw Q
LW
, M IM �iG 02C A100 or J-UNCAC 02C.02M Vdl im+Sm�edmds aida
7. �s this as epalr to a 1ve11=
Iffhislsarepmrjd►lowb®�nnaeliaoam>►����lernortreoJrle
mP!'�t6e+r�o.dAurb�prouide�mt��
reputrtmder d71 see#m+ormr 11ae �of11�s jFrmc
2� �e mt�ddib�ouSl�Pelf
You may mm the back of this page to p additiaoai well site details or well
8. For GcepmbeMPT or cwom loop Gcodmmd Welts bavasg tbasam
oo t mib. You may dw mwh additi e, pago ifr ry.
conshltdlvn, o 1 r -1 is needed. Mca>E TOTAL k hIWRnfvmVs
�llwnart-t�A�.. »ucct©ram
y r�
4. Toga we11 d� below Fazed smftm e7 A (om)
24& Far SubWt dtis 5ma within 30 days of cm pletion of wOU .
For,mdrq�leweur 1W oHdiPda �drffarst (+pia-3�IOa'�d2®1DQ'j
hpnainam theinitowm�
10 static level hew topufcasbw- t (11)
1 �weRerResoareex,Yy Prae�mg1Tndt,
1617 BM Serwme C nhr- ,IQC Z76199-1617
[%+nar�levelisc�OveaRe +" p
f f f a-) `r 1�ack
2Ab. Far in ecfim W in addnian to send�tS &e farm to do address in 24a
I1. Bate#ole
above, also sit a= cY of this f>mn withn 30 days of owupldimx of -till
12. Weff emnUwADO wd . tom f` c� =
p i(mIDftf0HDV 9:
Cam_ mgM may. Cdk- &edPnrh6 e-)
1) ofWate�r , Udugmmd Injectimu cbRhaYaffsm,
FOR WATER SUPMY WELLS ONLY_ �v �
tM Hdm7 yes m CmCcr ,NC a169-1636
/
13a. Yield (gam)_, meffm of test
24r- For Wa9r 1 tm fn adder 10 smdmg the farm 10
the addm s(cs3 abovs also sobmR am copy of this fmm -wi gm 30 days of
,Mplr dm of we31 corm dim to ibc comely 1u-J& dq-ftaem of Me crnmty
13b.bistafectimOr- . Apt
where conshuctelL
uo.naw 1 I�orlhG7unliaa73tpet�at ofF n��4�+ri -ifilidoaofWmaRsaIIees Revised2-223016

LANDFILL GAS MONITORING PLAN
ANSON COUNTY SOLID WASTE FACILITY
SUBMITTED TO:
NCDEQ DIVISION OF WASTE MANAGEMENT
SOLID WASTE SECTION
217 W JONES STREET
RALEIGH, NC 27603
PRESENTED TO:
WASTE CONNECTIONS, INC. OF NORTH CAROLINA
375 DOZER DRIVE
POLKTON, NORTH CAROLINA 28135
Prepared By:
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
CHARLOTTE, NORTH CAROLINA
CEC Project 165-276
DECEMBER 2017
A�
Civil & Environmental Consultants, Inc.
19 10 Center Park Drive. Suite A I Charlotte. NC 28217 1 p: 980-224-8104 is 980-224-8172 1 www.cecinc.com

TABLE OF CONTENTS
1.0 INTRODUCTION..........................................................................................................1
1.1 Background Information...................................................................................... 1
1.2 Regulatory Requirements........................................................................................ 2
1.3 Current Site Conditions......................................................................................... 3
1.4 Monitoring Location Criteria.................................................................................. 4
2.0 LFG MONITORING.........................................................................................................5
2.1 Monitoring Devices and Procedures....................................................................... 5
2.2 Monitoring Schedule............................................................................................... 6
3.0 CONTINGENCY PLAN...................................................................................................7
4.0 CERTIFICATION.............................................................................................................8
TABLES
Table 1 — Summary of Gas Monitoring Probe Locations
ATTACHMENTS
Attachment A — Landfill Gas Monitoring Guidance from NCDENR Division of Waste
Management
Attachment B — Site Figures
Attachment C — LFG Well Construction Schematic
Attachment D — Landfill Gas Monitoring Field Log
Civil & Environmental Consultants. Inc. -i- Landfill Gas Monitoring Plan —165-276
November 2017

1.0 INTRODUCTION
The following plan has been prepared as a standalone document in accordance with current
NCDEQ Solid Waste Section (SWS) guidance. The monitoring locations, methods, and
thresholds for action are based on the SWS document "Landfill Gas Monitoring Guidance"
November 2010, available online at
h=://portal.ncdenr.org./c/document library/get file?uuid=da699f7e-8cl3-4249-9012-
16af8aefdc7b& -og_upld=38361.
The guidance contains specific requirements for well construction, equipment calibration,
sampling procedures, and data keeping in a plan that is organized in a standardized format.
This document is found in Attachment A.
1.1 BACKGROUND INFORMATION
Landfill gas (LFG) is a by-product from the decomposition of organic waste in a landfill,
which includes methane, carbon dioxide, water, and other constituents. Methane can be
explosive under certain conditions, and LFG migration has been known to transfer certain
contaminants into ground water. Subsurface gas normally migrates above the ground water
table and is restricted laterally by streams. In the Slate Belt, the partially weathered rock (PWR)
zone existing just above competent bedrock is often the most porous subsurkice horizon and can
preferentially serve as a gas migration pathway. Man-made subsurface conduits such as
pipelines or trenches (if present) can serve as preferential LFG pathways. No occupied
structures off -site appear to be at risk for gas migration.
The Solid Waste Rules typically focus on the explosive properties of LFG from a public
safety standpoint. Methane in landfill gas has the potential to create an explosion hazard.
Methane is explosive between its lower explosive limit (LEL) of 5% by volume and its upper
explosive limit (UEL) of 15% by volume. Because methane concentrations within the landfill
are typically 50% (much higher than its UEL), methane is unlikely to explode within the landfill
Civil & Environmental Consultants, Inc. _1- Landfill Gas Monitoring Plan —165-276
December 2017

boundaries. Oxygen is a key component for creating an explosion, but the biological processes
that produce methane require an anaerobic, or oxygen -depleted, environment. Thus, subsurface
drilling in the landfill mass is not likely to cause an explosion. As methane migrates and is
diluted; however, the methane gas mixture may be at explosive levels. At the surface of the
landfill, enough oxygen is present to support an explosion, but the methane gas usually diffuses
into the ambient air to concentrations below the 5% LEL. In order to pose an explosion hazard,
methane must migrate from the landfill and be present between its LEL and UEL. Such
conditions may be present in open excavations, ditches, subsurface utility conduits, or other
subsurface confined spaces.
Active gas recovery is the primary means of controlling gas at this facility. A Landfill Gas
Control Plan was implemented soon after landfill operations commenced. A network of
extraction wells installed in the waste are connected to a blower station and the collected LFG
flared.
Methane monitoring wells (landfill gas probes) are installed above the water table using
construction techniques that are otherwise similar to ground water monitoring wells.
Components of the active gas recovery system are not to be monitored. LFG monitoring
will be performed during the active life of the landfill and throughout the post -closure care
period. Quarterly monitoring will be conducted at all probes and in all on -site structures
located on the landfill property.
1.2 REGULATORY REQUIREMENTS
NCAC 15A 13B .1626 (4) (a) requires monitoring for the following explosive gas limits:
• 25% of the Lower Explosive Limit (LEL) or 5% methane in standard atmosphere
within ALL on -site structures, excluding the gas recovery systems.
• 100% LEL at the facility boundary
Civil & Environmental Consultants, Inc.
-2- Landfill Gas Monitoring Plan — 165-276
December 2017

• No detectable concentration at off -site occupied structures.
1.3 CURRENT SITE CONDITIONS
The subject landfill is situated high on a ridge bounded on three sides by blue line streams,
which act as natural barriers to gas migration. Potentiometric contours reflect the surface
topography, which slopes moderately to the north but diverges sharply to the east and west
toward the streams located along the facility boundary. Topographic relief near the west
stream is steep, with elevation changes from the footprint to the streams on the order of 70
feet with up to 20% slopes, but the land surface slopes gently to the east stream with slopes
generally less than 5%. The landfill is lined and is mostly excavated to the approved base
grades on the west side, while the footprint is built up with a constructed 15-foot high
perimeter embankment along the east side.
On -site soils are silt and clay weathered from meta -volcanic tuffs and fine-grained Triassic
sedimentary formations typically exhibiting low permeability, which originally extended 20
to 40 feet beneath the surface. The soils gradually transition with depth to a variably thick
layer of porous "partially weathered rock" overlying hard, low -porosity non -weathered rock.
On the west and north sides of the disposal footprint, deep wide -spread excavation has
removed much of the overburden soil. The water table is approximately 10 to 30 feet deep
over most of the site, including the up -gradient side of the landfill, except near the streams
where water levels are 5 to 8 feet deep. The approved base grades are 30 feet or more above
the level of the streams and a minimum of 4 feet above groundwater and/or bedrock. Lateral
separation to the streams is 50 feet minimum; these dimensions provide little opportunity for
gas to migrate beyond the facility boundary on the three sides bound by streams.
The nearest known residence exists approximately 1,700 feet to the south and east of the
MSWLF. Other occupied structures include a maintenance building (metal shell on
concrete slab) located approximately 500 feet southeast of the footprint and approximately
800 feet east of the gas flare. The scale house (mobile building) is located approximately
1,000 feet south of the waste boundary. A small cemetery exists approximately 400 feet
Civil & Environmental Consultants, Inc.
-3- Landfill Gas Monitoring Plan — 165-276
December 2017

east of the Phase 1 footprint. The facility offices are approximately one-half mile south of
the waste boundary.
1.4 MONITORING LOCATION CRITERIA
Gas migration is a process of diffusion through porous media, affected by porosity and
permeability, similar to ground water within an unconfined or partly confined porous
aquifer. For gas, pressures and concentrations are higher near the source and gradually
decrease with distance - unless a distinct conduit is present - thus a "halo effect" is often
discernable. The gas can be confined in the soil by lower permeability clay layers and
saturated layers impermeable to gas that can occur either above or below the porous layer.
At this site, horizontal permeability for ground water flow appears to exceed vertical
permeability, due in part to the shape of the saprolite aquifer as it conforms to the
topography and upper bedrock surface; true for water and gas. The unsaturated saprolite
or PWR is the likely gas conveyance and is the target of the gas monitoring plan.
Placement of perforated pipe for gas monitoring above the water table is standard practice.
The required horizontal placement for gas monitoring appurtenances (either wells or bar -hole
punch locations) is not defined. Considering the similarities of gas migration to ground water,
with a compliance boundary established at property lines, a sensible criteria for test locations
is outside the perimeter of any gas conveyances (such as recovery system pipelines) and
approximately half the distance from the source to the compliance boundary or no more than
150 feet if the property line is more than 300 feet from the source - thus establishing a review
boundary. Gas probe locations are shown on Figure 1 (Attachment B). Distances between
the probes are approximately 250 feet.
Civil & Environmental Consultants, Inc-
-4- Landfill Gas Monitoring Plan — 165-276
December 2017

2.0 LFG MONITORING
2.1 MONITORING DEVICES AND PROCEDURES
Equipment: A portable gas monitoring device, e.g. LandGEM 5000 or equivalent gas monitor,
shall be used to measure methane gas in the probes. Concentrations shall be reported in the
units of percent methane or percent of the lower explosive limit (LEL). The LEL for methane
is approximately 5%. General sampling procedures are discussed below, relative to different
types of monitoring appurtenances and locations but the instructions for the specific
monitoring device should be followed.
Occupied Buildings: Monitoring of all on -site structures will be conducted during regular
monitoring events at the earliest possible time after the structure has been unused (e.g. early
morning). Methane is heavier than air and tends to accumulate in the lower zones with
restricted circulations, i.e. crawlspace vents, drainage pipes, and utility vaults. Alternatively,
the buildings may be equipped with continuous explosive gas detection devices. Gas
monitoring will also be conducted in any confined space requiring the entry of personnel for
maintenance or inspection. The monitoring will take place prior to entry by personnel in
accordance with OSHA regulations. Within the buildings, atmospheric sampling for methane
shall be conducted.
Ambient Monitoring: This includes a "walk -around" at the toe of landfill slopes to survey for
gas that may be seeping through the intermediate or permanent cover. A key to potential side
slope seepage includes stained soil, wetness with visible bubbling, or distressed (or absent)
vegetation. Any detection of methane in the ambient monitoring should be noted on a site
map and a special notation recorded in the monitoring report.
Bar -Hole Punch Locations: Gas monitoring in bar -hole punches will consist of punching a
hole with a 3-foot probe. Tubing that is open-ended and perforated on the bottom should be
placed in the bottom of the hole, taking care not to plug the bottom of the tubing with soil.
The peak methane reading should then be recorded for each bar -hole probe location.
Civil & Environmental Consultants, Inc. -5- Landfill Gas Monitoring Plan —165-276
December 2017

Methane Monitoring Wells: Permanent gas monitoring wells installed to appropriate
monitoring depths, which for this site have been established as 15 feet or the water table,
whichever is encountered first. Each gas monitoring well will be constructed with a 10-foot
perforated section sealed below a bentonite plug, similar to ground water monitoring well
construction with appropriate stickups for visibility and locking covers. Each well shall be
"sniffed" with a gas meter (calibrated for methane) equipped with a probe or open-endedtube
that can be inserted into the sampling port set within the well cap. Readings should be taken
over a five- minute period (or as recommended by the manufacturer) and the peak methane
reading should then be recorded, either as percent methane or percent LEL depending on the
meter output. SWS guidelines include a well construction schematic found in Attachment C.
Record -keeping_: The sampling technician shall record the date, time, location, sampling
personnel, atmospheric temperature, reported barometric pressure, and general weather
conditions at the time of sampling, in addition to the concentration of combustible gases. The
sampling results are to be recorded on a form, such as the example Landfill Gas Monitoring
Field Log shown in Attachment D. The records will be maintained in the landfill operating
record for the life of the facility.
2.2 MONITORING SCHEDULE
The Solid Waste Rules require quarterly monitoring. Landfill gas monitoring will be
performed during the active life of the landfill, currently estimated at 20+ years, and
throughout the post -closure care period.
Civil & Environmental Consultants. Inc-
-6- Landfill Gas Monitoring Plan — 165-276
December 2017

3.0 CONTINGENCY PLAN
Solid Waste Rule NCAC 15A 13B .1626 (4) (c) specifies that, upon detection of methane
exceeding the threshold values (described above), the facility management must perform the
following:
• Immediately take steps required to protect human health and notify the Division.
• Within seven days place in the operating record a report of the methane gas levels
and the location of the detection, along with a description of the response to protect
human health.
• Within 60 days implement a remediation plan for the methane gas release; place a
copy of the plan in the Operating Record; and notify the Division that the plan has
been implemented. The plan shall describe the name and extent of the problem
and the proposed remedy.
Civil & Environmental Consultants. Inc-
-7- Landfill Gas Monitoring Plan — 165-276
December 2017

4.0 CERTIFICATION
The Landfill Gas Monitoring Plan for this facility has been prepared by a qualified geologist
who is licensed to practice in the State of North Carolina. The plan has been prepared based
on first-hand knowledge of site conditions and familiarity with North Carolina solid waste
rules and industry standard protocol. This certification is made in accordance with North
Carolina ,Solid Waste Regulations, indicating this Landfill Gas Monitoring Plan should
provide early detection of a release of hazardous constituents to the upperinost aquifer, so as to
be protective of public health and the environment. No other warranties, expressed or implied,
are made.
Sig ned: �
Printed: &(UJ4rd Al. sk>h*-ll S
Date: /2/7117
CA
Seal:` ��CE�SFp�-� '►.�
SE
1031 : 3
�* �9� ,�:
OG\$sr,4'�pl �•�. �a
Civil & Environmental Consultants, Inc. _g- Landfill Gas Monitoring Plan —165-276
November 2017

Table 1 - Summary of Gas Monitoring Probe Locations
Probe
Location
GP-1
Southeast corner of Phase 1, near maintenance building
GP-2
South of Phase 1, near gas works
GP-3
East of Phase 1, over diabase dike
GP-4
South of Phase 1, near southwest corner
GP-5
South of Phase 1, near Phase 2 line
GP-6
East of Phase 2
GP-7
South of Phase 1, near railroad cut
GP-8
West of Phase 3, near future southwest corner
GP -9
West of Phase 3
GP -10
West of Phase 3
GP -11
North of Phase 4
GP -12
North of Phase 4
Civil & Environmental Consultants. Inc-
-9- Landfill Gas Monitoring Plan — 165-276
December 2017

ATTACHMENT A
LANDFILL GAS MONITORING GUIDANCE FROM NCDENR DIVISION
OF WASTE MANAGEMENT
Civil & Environmental Consultants. Inc.

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
SOLID WASTE SECTION
LANDFILL GAS MONITORING GUIDANCE
NOVEMBER 2010
TABLE OF CONTENTS
Section 1 — Introduction..............................................................................................Page 2
Section 2 — Factors Influencing Landfill Gas Generation and Migration ..............................Page 3
Section 3 - Current Solid Waste Section Rules Pertaining to Landfill Gas Monitoring ..............Page 5
Section 4 — Landfill Gas Incidents and Explosions ........................................................Page 9
Section 5 — Landfill Gas Monitoring Wells..................................................................Page 11
Section 6 — Landfill Gas Monitoring Instrumentation ... ..................................................Page 14
Section 7 — References.........................................................................................Page 17
1

SECTION 1- Introduction
North Carolina Solid Waste Management Rules 15A NCAC 13B require quarterly monitoring of methane
gas (at MSW landfills) and quarterly monitoring of methane and other explosive landfill gases (LFG) (at
C&D and other landfills) to ensure that landfill gas does not exceed the lower explosive limit (LEL) at the
facility property boundary or 25 percent of the lower explosive limit in facility structures. If the
concentration exceeds the specified limits, steps must be taken to ensure the protection of public health
and a rernediation plan must be implemented immediately. A landfill gas monitoring plan is necessary to
ensure that these performance standards are met and this guidance document was developed to assist in
establishing a standardized procedure for the monitoring of landfill gas.
Background
Organic matter in landfills begins to decompose almost immediately after being placed in a disposal site.
Putrescible wastes such as food products and sewage sludges begin to break down by biological processes
very rapidly whereas paper, cardboard or cellulose based materials are slower to decompose. However,
when conditions become favorable, most organic matter will decompose. The decomposition process
typically goes through several stages that depend on conditions such as pH, temperature, and moisture
content. The final stage results in the production of methane and although the rate of production may
vary, most landfills produce methane.
Landfill Gas Generation
Landfill gas is a natural by-product of the anaerobic decomposition of organic waste in a Iandftll. The
composition, quantity and rate of landfill gas generation are dependent on the types of waste that are
decomposing and the level of microbial activity within the wastes. The decomposition of biodegradable
waste begins with aerobic decomposition which lasts until the oxygen in the landfill is depleted. The
anaerobic phase then begins, resulting in landfill gas production.
There are four stages of landfill gas composition: the first stage is characterized by elevated nitrogen
levels and occurs when the landfill is new. The second stage is characterized by elevated carbon dioxide
levels and occurs for a relatively short period of time after the initial stage is complete. The third and
fourth stages are characterized by elevated methane concentrations and represent the active life of a
landfill and the post -closure time frame.
Landfill gas is generally composed of 50-55% methane (CH4); 45-50% carbon dioxide (CO2); less than
5% nitrogen (N2); and less than 1% non -methane organic compounds. These individual gases generally
remain co -mingled and do not naturally separate. The Solid Waste Section (SWS) Rules typically focus
on methane (CH4) and its explosive properties due to public safety issues. Hydrogen sulfide (H2S) is
also of particular concern in landfills and is typically recognized by its rotten egg odor. H2S is
immediately dangerous to life and health at concentrations of 100 parts per million (ppm).
Landfill Gas Migration
The production of landfill gas creates a positive pressure within the landfill that forces the gas to migrate.
Landfill gas migrates from place to place by diffusion and pressure gradient and will follow the path of
least resistance. Subsurface gas typically migrates above the groundwater table and is restricted laterally
by streams. Porous soils lying above the bedrock can serve as pathways to transmit large volumes of gas.
Underground off -site migration is common and can be facilitated by the presence of pipelines, buried
utility corridors or trenches located within or adjacent to the landfill boundaries. Movement depends on
soil type and moisture, and migration distances of 1,500 feet have been observed. Barometric pressure
also influences movement. Falling barometric pressure allows methane to migrate out of the landfill and
into surrounding areas.
2

SECTION 2 o Factors Influencing LandfiII Gas Generation and Migration
Factors that affect landfill gas generation and migration through the subsurface include the following:
Waste Composition
The production of landfill gas is directly related to the amount of organic matter present in waste. The
bacteria that break down the waste require small amounts of specific minerals such as calcium, potassium,
magnesium and other micronutrients. Bacteria are able to thrive and produce Iandfill gas if the
mineral s/mi cronutri ents are present. if the minerals/micronutrients are not present or if substances that
inhibit bacterial growth exist, landfill gas production will occur at a reduced rate. Some forms of organic
matter such as cellulose break down quickly whereas matter such as lignin breaks down more slowly.
The rate at which landfill gas is produced depends on the proportions of each type of organic matter
present in the waste.
Moisture Content
Landfills with higher moisture content generate higher concentrations of landfill gas in earlier stages of
development (such as during leachate recirculation). Moisture accelerates the methanogenic process.
Temperature
Landfill bacteria are temperature dependant. They are able to survive and function below the freezing
point, but they also function well at temperatures up to 65°C. Anaerobic bacteria produce small amounts
of heat and may not be able to maintain the temperature of a shallow landfill when external temperatures
decrease, so LFG generation may exhibit seasonal variations. Saturated landfills may not achieve ideal
temperatures because the bacteria do not generate sufficient heat to raise the temperature of the excess
water. Higher temperatures promote volatilization and chemical reactions with the waste so the trace gas
component of Iandfill gas tends to increase with higher landfill temperatures.
Age of Landfill
Typically, landfills have an increasing generation of landfill gas for a number of years until closure at
which time landfill gas generation reaches a peak and begins to subside. An evaluation of the age of the
landfill and use of a landfill gas generation curve can be helpful in determining the likelihood of
significant landfill gas concentrations from the landfill.
Landfill Cap
The type or presence of landfill cover can influence landfill gas generation and migration. Although a low
permeability cap will reduce moisture and landfill gas generation over the longer term, initially, the
installation of a landfill cap could drive landfill gas migration further from the landfill in the subsurface
without proper ventilation (either passive or active). This is especially true in the case of unlined
(unvented) landfills.
Water Table
Landfill gas movement in unlined Iandfills may be influenced by groundwater table variations. A rising
water table could cause displacement and force upward movement of landfill gas.

Man-made and Natural Conduits
Structures such as drains, trenches, and buried utility corridors can act as conduits for landfill gas
migration. Geologic features including fractured bedrock, porous soil, and permeable strata also provide
conduits for landfill gas migration
Landfill Liner Conditions
The presence of a Subtitle-D (or equivalent) landfill liner has the capability to limit the lateral migration
of landfill gas in the subsurface. Unlined landfills have no barrier to prevent lateral landfill gas migration
in the subsurface.
Weather Conditions
Barometric pressure and precipitation have significant effects on landfill gas migration. Increased
barometric pressure yields decreased landfill gas venting from the subsurface, until the pressure within the
subsurface is greater than the atmospheric (barometric) pressure. Conversely, as the barometric pressure
decreases, the landfill will vent the stored gas until pressure equilibrium is reached. Capping of a landfill
can influence the effect of barometric pressure on landfill gas migration. Generally, a more permeable
landfill cap will allow greater influence by barometric pressure than a less permeable landfill cap.

SECTION 3 — 4Carrrent Solid Waste Section Rules Pertaining to ]Landfill Gas
monilkarhi
Web link to the 15A NCAC 13B rules - http://portal.ncdeiu•.org/web/wm/sw/iules
15A NCAC 13B
.0101- DEFINITIONS
.0101 (14) "Explosive gas" means Methane (CH4)
.0101(25) "Lower explosive limit" (LEL) means the lowest percent by volume of mixture of explosive
gases which will propagate a flame in air at 25 degrees Celsius and atmospheric pressure.
.0503 - SITING AND DESIGN REQUIREMENTS FOR DISPOSAL FACILITIES
.0503(2) A site shall meet the following design requirements:
(a) The concentration of explosive gases generated by the site shall not exceed:
(i) twenty-five percent of the limit for the gases in site structures (excluding gas control or
recovery system components); and
(ii) the lower explosive limit for the gases at the property boundary;
.0543 - CLOSURE AND POST -CLOSURE REQUIREMENTS FOR C&DLF FACILITIES
.0543(e) Post -closure criteria.
(1) Following closure of each C&DLF unit, the owner and operator must conduct post -closure
care. Postclosure care must be conducted for 30 years, except as provided under Subparagraph (2)
of this Paragraph, and consist of at least the following:
(C) maintaining and operating the gas monitoring system in accordance with the
requirements of Rule .0544 of this Section; and
(2) The length of the post -closure care period may be:
(A) decreased by the Division if the owner or operator demonstrates that
the reduced period is sufficient to protect human health and the environment and this
demonstration is approved by the Division; or
(B) increased by the Division if the Division determines that the lengthened period is
necessary to protect human health and the environment.
.0544 - MONITORING PLANS AND REQUIREMENTS FOR C&DLF FACILITIES
.0544(d) Gas Control Plan
(1) Owners and operators of all C&DLF units must ensure that:
(A) the concentration of methane gas or other explosive gases generated by the facility
does not exceed 25 percent of the lower explosive limit in on -site facility structures
(excluding gas control or recovery system components);
(B) the concentration of methane gas or other explosive gases does not exceed the lower
explosive limit for methane or other explosive gases at the facility property boundary; and
(C) the facility does not release methane gas or other explosive gases in any concentration
that can be detected in offsite structures.
(2) Owners and operators of all C&DLF units must implement a routine methane monitoring
program to ensure that the standards of this Paragraph are met.
(A) The type of monitoring must be determined based on soil conditions, the
Hydrogeologic conditions under and surrounding the facility, hydraulic conditions on and
surrounding the facility, the Iocation of facility structures and property boundaries, and the
location of all offsite structures adjacent to property boundaries.

(B) The frequency of monitoring shall be quarterly or as approved by the Division.
f (3) If methane or explosive gas levels exceeding the limits specified in Subparagraph (d)(1) of this
Rule are detected, the owner and operator must:
(A) immediately take all steps necessary to ensure protection of human health and notify
the Division;
(B) within seven days of detection, place in the operating record the methane or explosive
gas levels detected and a description of the steps taken to protect human health; and
(C) within 60 days of detection, implement a remediation plan for the methane or
explosive gas releases, place a copy of the plan in the operating record, and notify the
Division that the plan has been implemented. The plan must describe the nature and extent
of the problem and the proposed remedy.
(4) Based on the need for an extension demonstrated by the operator, the Division may establish
alternative schedules for demonstrating compliance with Parts (3)(13) and (3)(C) of this Paragraph.
(5) For purposes of this Item, "lower explosive limit" means the lowest percent by volume of a
mixture of explosive gases in air that will propagate a flame at 25 C and atmospheric pressure.
.0566 - OPERATIONAL REQUIREMENTS FOR LAND CLEARING/INERT DEBRIS (LCID)
LANDFILLS
0566(13) The concentration of explosive gases generated by the facility shall not exceed:
(a) Twenty-five percent of the lower explosive limit for the gases in facility structures.
(b) The lower explosive Iimit for the gases at the property boundary.
.1626 — OPERATIONAL REQUIREMENTS FOR MSWLF FACILITIES
.1626(4) Explosive gases control.
(a) Owners or operators of all MSWLF units must ensure that:
(i) The concentration of methane gas generated by the facility does not exceed 25 percent
of the lower explosive limit for methane in facility structures (excluding gas control or
recovery system components); and
(ii) The concentration of methane gas does not exceed the lower explosive limit for
methane at the facility property boundary.
(b) Owners or operators of all MSWLF units must implement a routine methane monitoring
program to ensure that the standards of (4)(a) are met. A permanent monitoring system shall be
constructed on or before October 9, 1994. A temporary monitoring system shall be used prior to
construction of the permanent system.
(i) The type and frequency of monitoring must be determined based on the following
factors:
(A) Soil conditions;
(B) The hydrogeologic conditions surrounding the facility;
(C) The hydraulic conditions surrounding the facility; and
(D) The location of facility structures and property boundaries.
(ii) The minimum frequency of monitoring shall be quarterly.
(c) If methane gas levels exceeding the limits specified in (4)(a) are detected, the owner or
operator must:
(i) Immediately take all necessary steps to ensure protection of human health and notify the
Division;
(ii) Within seven days of detection, place in the operating record the methane gas levels
detected and a description of the steps taken to protect human health; and
(iii) Within 60 days of detection, implement a remediation plan for the methane gas
releases, place a copy of the plan in the operating record, and notify the Division that the

plan has been implemented. The plan shall describe the nature and extent of the problem
and the proposed remedy.
(iv) Based on the need for an extension demonstrated by the operator, the Division may
establish alternative schedules for demonstrating compliance with (4)(c)(ii) and (iii) of this
Rule.
(d) For purposes of this Item, "lower explosive limit" means the lowest percent by volume of a
mixture of explosive gases in air that will propagate a flame at 25°C and atmospheric pressure.
1626(10) Recordkeeping requirements.
(a) The owner or operator of a MSWLF unit must record and retain at the facility, or an alternative
location near the facility approved by the Division, in an operating record the following
information as it becomes available:
(iii) Gas monitoring results and any remediation plans required by Item (4) of this Rule;
.1627 -- CLOSURE AND POST CLOSURE REQUIREMENTS FOR MSWLF ACTIVITES
.1627(d) Post -Closure Criteria
(1) Following closure of each MSWLF unit, the owner or operator shall conduct post -closure care.
Post -closure care shall be conducted for 30 years, except as provided under Subparagraph (2) of
this Paragraph, and consist of at least the following:
(D)-Maintaining and operating the gas monitoring system in accordance with the
requirements of Rule .1626 of this Section.
(2) The length of the post -closure care period may be:
(A) Decreased by the Division if the owner or operator demonstrates that the reduced
period is sufficient to protect human health and the environment and this demonstration is
approved by the Division; or
(B) Increased by the Division if the Division determines that the Iengthened period is
necessary to protect human health and the environment.
(3) Following completion of the post -closure care period for each MSWLF unit, the owner or
operator shall notify the Division that a certification, signed by a registered professional engineer,
verifying that post -closure care has been completed in accordance with the post -closure plan, has
been placed in the operating record.
NOTES:
Based on the referenced rules above, the following words / phrases are presently in the Solid Waste
Section rules pertaining to methane and explosive landfill gas.
Rule .0101(14) states: "Explosive gas means Methane (CH) ".
Rule .0503 (2)(a) refers to "explosive gases".
Rule .0544(d) refers to "Gas Control Plan "
Rule .0544(d)(1) refers to "methane or other explosive gases ".
Rule .0544(d)(2) refers to "methane monitoring program"
Rule .0544(d)(3) refers to "methane or explosive gas levels"
Rule .0566 (13) refers to "explosive gases".
Rule .1626 (4) refers to "explosive gases control"
Rule. I 626(4)(a-b) refers to "methane monitoring" and "methane monitoringprogram ".

Monitoring Goals
Landfill design and landfill gas monitoring regulations in North Carolina require that there not be an
exceedance of 100% of the Lower Explosion Limit (LEL) (equivalent to 5% methane) at the property
boundary, or 25% LEL in on -site structures. These regulations were developed over time to protect the
health and safety of the citizens of North Carolina and the U.S. from the asphyxiation and explosive
hazards of landfill gas.
NC Rule History
A review of NC landfill guidance documents and regulations from 1972 to the present indicates that from
1972 through 1982, there was no mention of design requirements regarding the control of landfall gas, nor
were there any landfill monitoring requirements for landfill gas. In 1982, the regulations were changed to
require that sanitary landfill design prevent landfill gas concentrations of 100% LEL at the property
boundary line and 25% inside on -site structures. Although a design requirement was added, no design
requirement was established to determine if the design requirement was being met. In 1993 with the
establishment of .1600 rules, requirements for designs to limit landfill gas levels to below 100% at the
property boundary line and 25% in on -site structures and monitoring of landfill gas concentrations around
the perimeter of the landfill and inside on -site structures were adopted.

SECTION 4 — Landfill Gas Incidents and Explosions
Hazards Involving Landfill Gas
Landfill fires may or may not be directly caused by landfill gas. The primary concern with these fires is
air contamination from the resulting smoke; however they also present a variety of additional problems. In
addition to concerns with containing and extinguishing landfill fires, potential reactions involving
unknown chemicals in the landfill can cause uncertain hazards. Discarded consumer products in a
landfill, such as pesticides, paints, solvents, cleaners, and other material can be the source of chemical
releases. Heat from the fire can cause chemicals to volatilize, breakdown, and enter the environment. Also
to be considered is the presence of other combustible gases in addition to methane. Whenever an
environmental investigation of a landfill is prompted by odorous compounds or explosive gases, the
presence of toxic substances should also be investigated. One example is hydrogen sulfide (H2S) that can
cause asphyxiation and is flammable. An analysis should include alkyl benzenes, sulfur compounds, vinyl
chloride, and methane, and other products associated with industrial wastes, construction and debris
waste, and normal organic and inorganic waste.
Fires and explosion hazards become a concern when gases collect in confined spaces. Buildings,
basements, and pits are typically regarded as confined spaces. However, landfill gases also collect in and
migrate to cracks in the landfill cover, leachate "springs", cracks in adjacent structures, paved parking
areas, etc. Fires can occur on the surface and underground. Surface fires involve recently buried waste
near the surface in an aerobic decomposing layer, typically I to 4 feet below ground. These fires can be
intensified by subsurface landfill gas and spread throughout the landfill. Subsurface fires occur deeper
within the landfill, involve material buried for months or years, and can burn for days and months.
The following is a brief summary of some incidents involving landfill gas migration from landfills:
2007 Four employees died as a result of exposure to high concentrations of hydrogen sulfide while
attempting to repair a leachate pump at a C&D landfill in Superior, Wisconsin (Journal of
Environmental Heath 2008).
1999 An 8-year old girl was burned on her arms and legs when playing in an Atlanta, Georgia
playground. The area was reportedly used as an illegal dumping ground many years ago (Atlanta
Journal -Constitution 1999).
1994 While playing soccer in a park built over an old landfill in Charlotte, North Carolina, a woman was
seriously burned by a methane explosion (Charlotte Observer 1994).
1987 Offsite landfill gas migration is suspected to have caused a house to explode in Pittsburgh,
Pennsylvania (EPA 1991).
1984 Landfill gas migrated to and destroyed one house near a landfill in Akron, Ohio. Ten houses were
temporarily evacuated (EPA 1991).
1983 An explosion destroyed a residence across the street from a landfill in Cincinnati, Ohio. Minor
injuries were reported (EPA 1991).
1975 In Sheridan, Colorado, landfill gas accumulated in a storm drain pipe that ran through a landfill. An
explosion occurred when several children playing in the pipe lit a candle, resulting in serious
injury.

1969 Methane gas migrated from an adjacent landfill into the basement of an armory in Winston-Salem,
North Carolina. A lit cigarette caused the gas to explode, killing three men and seriously injuring
five others (USACE 1984).
10

SECTION 5 - Landfill Gas Monitoring Wells
Locations
Landfill gas monitoring well locations will be site specific depending upon site geology, depth to
groundwater, surface water features, on -site and off -site structures and sensitive receptors. The landfill
gas monitoring wells must be spaced no more than 500 feet apart depending upon site specifics. A readily
accessible, unobstructed path must be maintained so that landfill gas monitoring wells are always
accessible using four-wheel drive vehicles. Regardless of site specifics, the permittee must obtain
approval from the Solid Waste Section for the design and installation of any landfill gas monitoring well
system.
Well Construction and Installation
Landfill gas monitoring wells are the same as groundwater monitoring wells with two exceptions. Landfill
gas monitoring wells are installed just above the water table within the unsaturated zone and are equipped
with a stopcock valve or a quick connect coupling on the cap, which allows for accurate landfill gas
measurements. The stopcock valve must be equipped with flexible tubing and a barb connection that will
fit the gas meter's inlet tube. The stopcock valve or a quick connect coupling must be closed between
monitoring events. The landfill gas monitoring well must also be capped, locked, and labeled with a
permanently affixed identification plate stating the well contractor name and certification number, date of
well competition, total depth of well, screen length and well ID number. See detailed schematics of a
landfill gas monitoring well (Figure 1).
The depth of each landfill gas monitoring well will be site specific depending upon depth to groundwater.
Landfill gas monitoring wells must be constructed the same as groundwater monitoring wells as described
in 15A NCAC Subchapter 2C. Typically landfill gas monitoring wells must be installed using 2" PVC
piping and screen. The screen length, also site specific, must span the majority of the unsaturated zone
while still allowing for proper well construction. A North Carolina Professional Geologist or Professional
Engineer must be present to supervise the installation of all landfill gas monitoring wells. The exact
locations, screened intervals, and nesting of the wells must be approved by the Solid Waste Section
Hydrogeologist prior to landfill gas monitoring well installation. Each landfill gas monitoring well must
be surveyed for Iocation and elevation by a North Carolina Registered Land Surveyor. Within thirty (30)
days of the completed construction of each new landfill gas monitoring well, the boring log and a diagram
of each well including, but not limited to total depth, screened interval and distance above seasonal high
water table must be submitted to the Solid Waste Section. The submittal must also include a scaled
topographic map showing the location and identification of new, existing and abandoned landfill gas
monitoring wells.
Nested and Clustered Landfill Gas Monitoring Wells
Nested and/or clustered landfill gas monitoring wells may be required in unsaturated zones of 45 feet or
more to measure specific depths of the unsaturated zone. Initially, the installation of one long screen shall
be sufficient. If a monitoring event shows an exceedance of the lower explosive limit, then the Solid
Waste Section may require the installation of nested and/or clustered landfill gas monitoring wells.
Abandonment of Wells
An abandonment record must be submitted to the Solid Waste Section within 30 (thirty) days of the
abandonment of a landfill gas monitoring well. The Iandfill gas monitoring well(s) must be overdrilled
and sealed with grout in accordance with 15A NCAC 2C .0113(d) and certified by a North Carolina
Professional Geologist or Professional Engineer.
11

SECTION 6 -- Landfill Gas Monitoring Instrumentation
The person using the landfill gas monitoring instrument must understand the principles of operation and
follow the manufacturer's instructions. This includes calibrating the instrument according to the
manufacturer's specifications. Include the following on the top portion of the landfill gas monitoring
form (See example below) : facility name, permit number, type and serial number of gas monitoring
instrument, calibration date of the instrument, date and time of field calibration, type of gas used for field
calibration (15115 or 35/50), expiration date of field calibration gas canister, date of landfill gas
monitoring event, name and position of sample collector, pump rate of instrument being used, ambient air
temperature, and general weather conditions. Verification that the equipment was calibrated in
accordance with the manufacturer's specifications is also required. When determining which field
calibration gas to use, take into consideration the expected levels of methane in the landfill gas monitoring
wells. If the methane levels are expected to be low, use the 15/15 gas canister (15% CO2/15% CH4). 1f
the methane levels are expected to be high, use the 35/50 gas canister (35% CO2/50% CH4).
For every landfill gas monitoring well, please include the following: verification of sample tube purge
prior to each sample taken (should be one minute), the time pumped in seconds (should be at least one
minute), barometric pressure, time stabilized reading collected, percent lower explosive limit, percent
methane by volume, percent oxygen, percent carbon dioxide, and any observations or comments.
The landfill gas monitoring data form (See example below) and results should be retained in the facility's
operating record unless an exceedance has occurred and/or is requested by the Solid Waste Section.
Landfill gas monitoring readings from non -calibrated or inaccurately calibrated instruments are not
reliable, and will therefore be rejected by the Solid Waste Section. Landfill gas monitoring readings
collected with monitoring equipment that was not designed for landfill gas monitoring will also be
rejected by the Solid Waste Section. There are several different landfill gas monitoring instruments on
the market which may be used in order to obtain all of the information required by the Solid Waste
Section.
Monitoring Times
Monitoring times are also important when conducting landfill gas monitoring. Proper landfill gas
monitoring should include sampling during times when landfill gas is most likely to migrate. Landfill gas
can migrate and accumulate not only in landfill gas monitoring wells; it can also migrate and accumulate
in buildings and other structures. Because subsurface gas pressures are considered to be at a maximum
during the afternoon hours, monitoring should be conducted in the afternoon or whenever the barometric
pressure is low.
Scientific evidence also indicates that weather and soil conditions influence the migration of landfill gas.
Barometric pressure and precipitation have significant effects on landfill gas migration. Increased
barometric pressure generates decreased landfill gas venting from the subsurface, until the pressure within
the subsurface is greater than the atmospheric (barometric) pressure. On the other hand, when the
barometric pressure decreases, the landfill will vent the stored gas until a pressure equilibrium is reached.
Capping of a landfill can influence the effect of barometric pressure on landfill gas migration. Generally,
a more permeable landfill cap will allow greater influence by barometric pressure than a Iess permeable
landfill cap. As a result, landfill gas monitoring should be conducted when the barometric pressure is low
and soils are saturated. During the winter season when snow cover is just beginning to melt or when the
ground is frozen or ice covered, landfill gas monitoring should be conducted when the barometric
pressure is low.
14

Landfill Gas Sampling Procedures
Any accumulation of landfill gas in the landfill gas monitoring wells is the result of landfill gas migration.
The following procedure is a recommended example for conducting landfill gas monitoring well
sampling, but always read and follow the manufacturer's instructions because each instrument will be
different.
Step 1— Calibrate the instrument according to the manufacturer's specifications. In addition, prepare the
instrument for monitoring by allowing it to properly warm up as directed by the manufacturer. Make sure
the static pressure shows a reading of zero on the instrument prior to taking the first sample.
Step 2 — Purge sample tube for at least one minute prior to taking reading. Connect the instrument tubing
to the landfill gas monitoring well cap fitted with a stopcock valve or quick connect coupling.
Step 3 — Open the valve and record the initial reading and then the stabilized reading. A stable reading is
one that does not vary more than 0.5 percent by volume on the instrument's scale.
Step 4 - Record the stabilized reading including the oxygen concentration and barometric pressure. A
proper reading should have two percent oxygen by volume or less. If levels of oxygen are higher, it may
indicate that air is being drawn into the system giving a false reading.
Step 5 — Turn the stopcock valve to the off position and disconnect the tubing.
Step 6 — Proceed to the next landfill gas monitoring well and repeat Steps 2 — 5.
Landfill Gas Constituent Sampling and Analysis
Sampling of landfill gas to determine volume percentages/concentrations of each constituent can be
accomplished through the use of canisters which are specifically designed for landfill gas analysis.
Several analytical methods are available to determine the concentrations of a variety of constituents.
Typically, landfill gas analysis of this type is performed to determine the non -methane organic
compounds emission rate for Tier 2 testing under the Clean Air Act (Title V Subpart WWW 60.754).
Isotropic identification of landfill methane can be accomplished to identify one source of methane from
another. In this case, isotopes of carbon and hydrogen in the methane are analyzed to determine the
methane source.
15

SECTION 7 - References
Agency for Toxic Substances & Disease Registry. "Landfill Gas Primer- An Overview for Environmental
Health Professionals. 2001." http://www.atsdr.cdc.gov/HAC/landfill/html/toe.htini (accessed February 24.
2010).
California Environmental Protection Agency. "Landfill Gas Monitoring Well Functionality at 20
California Landfills, 2008". http;//www.calrecycle.ca.goy/Publications/Organics/2008022.pdf (accessed
February 24 2010).
Florida Department of Environmental Protection. Gas Management Systems, under Rule 62-701.530.
http://www.dei2.state.fl.us/waste/quick topics/rules/default.htm (accessed February 24, 2010).
Missouri Department of Natural Resources, Flood Grant Team. "An Analysis of Landfill Gas Monitoring
Well Design and Construction, 2007". http://www.clu-
in.ore/conf/itrc/directpusl0/prez/Missouri_Study.pdf (accessed February 24, 2010).
Missouri Department of Natural Resources. "Design and Construction of Landfill Gas Monitoring Wells".
http://www.diii-.missoui-i.gov/t)ubs/oub2O54.pd (accessed February 24, 2010).
Wisconsin Department of Natural Resources. Environmental Monitoring for Landfills, under Chapter NR
507.22, http://www,dnr.state.wi.us/org/aw/wm/information/wiacsss.htm
(accessed February 24, 2010).
"Landfill Gas -an Overview" Landfill-gas.com. Web, 22, Feb. 2010
littp://www.landfiII--gas.com/webpage -LFG-overview.doc
17

ATTACHMENT B
SITE FIGURES
Civil & Environmental Consultants, Inc.

8 1 7 1 6 1 5 1 4 1 3
2
G
% - / / ,/ � %i \\ 1 I 1 - \\ \ , I / //� I 7 � � � � CN 1 \ / \ N / . f ' - � - -_' \ \
/ / / - \ 1 / //, )1 / -�\ \ � � o� ) CELL 20 , 1 / 1 � / _1/ / ) / /
/ / / //� /� //��-= \� \, \\ , , \\ I \ / i 1. � J� s� \ (r I �� )II I I \ �-o i / / / / \ \
/ // j//� �\ \\\lk \�� _ ago; l�l/ I I 1 ////,// / J �=-`�' ��� \ �� I �� / 1 „�l/ I I III %-J1 I` ^ �/ / / / / ���\ / \
\ / / / a / / \ ; \\\\�- \ \ r /l 11 - 1, I \ / I I I I s I III I / / / / \\ / - \ \ \ \ \\
/// /'/iii���//ii �i=� \�\ \ \ `���= IIII/ /l I I \-_ � 1// _ o ( / _1' f I �f�i J I - \ n l \ �l / ( / / /� 1 / \ \
i////�/ ��//iij/�///� ���\\�N\ NNN \\\\1}(/ %'- ''�///� I /( �� I �, J �� z l \, �l J (� �_- s�N \III \ \�- ' / / /' //��� \ / \ \ \\
/i /// /�/ /ii / / \ \\\\ I.. (% i/�/l I 1 l \� �� J /�� 1 nl 11 �� s J1\\ 1 I \ \( J/ J J) �/i /�;=__ ,� ----- 1_ v / /�� \ \ / / \ \ 1
/I /l�///i /� /iii/ /� // / \\\\\\\ �- \_�� lI %fl \ / �'�\\ �� \'� U � <� _ \ I / ((4 4 f i /i _� �f"�- - o o 11�\ \� \��r // /� \\ \ / �/� �� //// \ \ / / �-� \ \ 1 J
�Jrl rr/, // r/�i �/� �,�,0\\\\\�� \ ` 1\( (/// (� \� `-,��� /I( ",) �,L`�� 'fir F-�r= �� \ III / I \ "/ //�� _ `� \ IIII �� �\� \\„� /I ///�\\\ / / //// 1 \/ / 1 III I I
,?_ I� 1 � // r // / / / .\�\ \\ \ � �` I l -- / I ►�I I �,! %) J I II / r // // - o!!,-- -- � \ `--_ \ II�� z � \ , 1 / \ \ / ( � / //i / 1 � )III I I
/i )Ili//�/i�/�//�- �\ \\ 1 \\\\\ \1 \�- % ��\ � I (� I \ /��_ -� -� „\ 1 I \ / \ / / \ 1 I / I I
/�i_- /�,/ ��//// //�� \\ \\� ` \ �\ \\\\� \\ ---��� 1 \ / \ Jl �` I �� f -/ I S I -✓ / � _��- �\ (� )� J ((/ // \ \\ .� /i'�"/ I 1
/ // // //� \\\ \ 1 , \\ \��-- / y __ -/ \ \ - � \ \ L, II \ �-- v / /�I / / \ \\1, /��/ / / 1 I \ / / \ I) II
,��/ ��/ /� , , //i/o \\ \\\111 /� \\ /i� l I 1 \\ / �� \ I �/�T // f J / / \ l 1 / \� \ \ \ \ \ , l J �� // �lI / / �? �� / l I \
,/ / / /'iii �/ �// / \\\ \ 111 L `j��� \\ \\ / J \ Sl ( \ � \ �� \ \ / s� �f�:���ij� �\ �/� - 11 \ Il I \
��/ , �,,�,//��� �\ %IIII►��(f \>�\�\��_ �( (\ \\ \ \� f---/ 1 _ \�_,�_ \ \ /�__ 1 /(/�,�� - / \ \\\ _,,/,, ,� \ �� / , 1 \\
/NORTH „/ %�/;;o \\\`��`� \� \�\�= (\ \\ \ _ CELL 4 1 }I 3� ,�� - \\ III( �,-�/, �\ , / o \ \� \ \\
l /i'' / / /// �i / / \ \ I \\ \ \ \ \ _ _ \ / �. ,;,�� ; ; \\ \ \ \ \ \ \ \ \ I 1 II fl//\\ II ( ) I I �/ \ I I
l �l/ / / //i / // /�/�ii//i��i \\\\\\ \ \\\\\\ \\,\ ,� \\ 1\\\\�\� �� \\\ -- - _ \ / �i�=,,�-�\\\�\�\\ \_ \ \- �-\- I�� I \ -�\ } / J ,�
( / l� ll (// / / // //��/ /i i , //i//, // \\\ , ) I 1111 1u 1 \ \ \ > f l l / // I % ( _, \ \1 1 1 \ �- \III " "�\ \\\ I I
((I III / V / / / /// \\ I IIIII_- , \ \\ \ \ \\�_ \ I / rl \ / 1 % . �. I \\ \-- ` �-___ ` \� 1I �1 \ _T---�\ \ I J) I I I ) ) I I 1 I
III / /l //IIII // /�// /ii///��/ \ \ I,)I I I ��\\�\��\\ . , \ \ \ 11 /I I / \ / \; ���/� \,11)I �\ -__ ���� I t \ I / I I 1 - I J
\IIIIlll //// / //////////// /////// %/ 1 }\\' / / -= PHASE 5 _ 1\ // ! \ i r \ \ ti ) 1 \ o ) - --- / / )
1 I l/ l / //�i // w// /ii� / �� �/ ) 1 ) ✓ � \ _ \ ) I ) I 1 J 1 I I ) ((�\ 1 / - EXIST/NG \\ � _---- �---_- z ___ \ I 4 / ►
I I // / // � �/� / J I I/ / I -_ \\ -- 1 /%// \ J)�I(� PHASE 2 \\��= ,-�� _ _ _ \\\\�\�_-� I IIII \\ \ �, - \
\ 1 I� �I l l/ ///ii'� /i / /r//i/IIII / ;/ l / I I) l \\\ \ I / ) 1 I / l� / / , I (,�.y 1 I \ ,c am \_ - __ \� \\�\ \II 1 I I'I II` \\ \ \ r- l , \\ " / ) // /� / I I I
III / / //////// /// // / // ///l l III - ---- \\ �� ( / / ►�(/ \ I I o o i �\ \ - \ 11 I Ill 1 /1 \IIIIII \ /
��- _-- \ \\\ \ 1 ," // PHASE 4 ) I \ _ \�� _\�\\\ \\\ �� \ I I I ///
I. ,/jll/ / //i/� �(j�\\\`_�-�j�%i/�II li%__ \ \\\\\\ /_ / ( I Ito III _ \\� -- \= = __ _�\\ �\�-\\I�11 111 I IIIII►) �\ ) / //// I f / / -� /
/, // / / _ I I/ l� �� X\\ \ J/�� 1) \ \- /// (_ III L (II \ \- -- __-__---- \ \.� \ 1 I IIII � //// / // / ) �_ c
/ / ( //// /////� \ 1 \ \\ �, �/ \ \ \ \\ \ / / _ ---_- \ =_- 11\ I I ►I I �\\ \ I / J \ , 11 / 1 > I I
- { I\ //// // (�----_:\ �\ \\`I I I I IIIII BASIN 2 111 ) I (J / / J \� o (\ \�_
/ /// / II (i"'/(( \� \ \ \ \ uo �'� _-- I\ -- ' �\\ 1\}\ ;� \ \��- ) \ } \� // / /// / IIIIII � ✓ _ �- -_-�� \ \� \\\ \�\\,\\ \II, II �JI I �� / / / N -�
l/I��lil 1 1�11\�� �� -\\ \ \ -- _ _ J --_- } \\\ \\ `/� / (I 1 ) \ 1 I/�/ J 1 �/' 1 I If (�-�� — _ \\ \\\\ \ `\ \ I II �� / _ _1 I I
/ / I 1 \\ \ 1\ / - \\\ 11 I I 1 /� I / / / / I I
/ 1 I ( \\ \1\ `1 \ -%/- , '/�l/ J I \\\ l / I _ �� �i�/iii'(c., \ - I1 ( 11 11 IIIII) (/�_ _ _ _ CELL 2B = ��\\\� � \\ \\\\ \ II IIlIf,1111 I 11k1 I I `���/I II I l / / //z /'� //' �% �� j l l / I) I I 1
/ / %I (II\\ - - / / / I11 \\ \ I - �� ) ( _=- \'A �\\ \\\ \\\ I 1111 ,III \ I I \ \ 1 / / �-� / / / / I I I I
/ �l l \\1 1 \ \ / / /� l I \ II I I II // I l )/ / / /- \
/ ` \ \� � \ II \ - / /// / \\\-� I I l / - , / / 2..� / 1 J) I r 1 II IIII IIIIIII I 11 __;: - - _ �-,\\\ \ 111 II I I /� / / �� \ I
l \\>, � 1) \ - -�__7- \ \ IIII / - - ,��ii//., � // / \ I �) f) � !__ __� \ �\ I \111% \ // / l� 1
''��'%%� \ %�-_ \\ \ / l l %/ / // / JII I11 / / // /(/ /�/i' CELL 5 �� /tea /�/r�� / (%Ir IIII, 11 1\ \\II Ill( /j(��- --� ____ �\L\\ \\\\ \\\\\\\ IIII IIII \III I /I II \ `\(/ �� / / // 1 I ��J 1 / / / I I I \ \
°I � �/,-� ( �_ - � -- \\ \ l l / l / J l II / / /� �/ J 11 II 11 11�\�\ --_ _ ��\\\\\ 1 \11 ,II I f \ \ ��o / / l 1 J J \ 1 I
//- // // i '/.\_ ) \ \ I I I l // / / l I l� /�// )I I \\ .\ \\ t ��; ---�_ \� \ \ 1 II I \ II \ / -- - /
/ / / / / I� ��/���_ / ��_ \\ \ l //ll , l /������Liij� �� / / \ II I 1 \\ \\<.l ��_ - ,- \�.\\\�� I1 II \}I ; II III lJ J \ �-/� Ij i / / \ \ �r � JN l / / / IIII
/ / / / r r / / I 3, _ _ --- \\ \ ) I I / // / / / 1 // ///_�_ - // //IIII / ( ) I c 11 \ V\ �\\ \\\\ \�� �\\\ \(e/�/-,- -- .�.��\ 111 1 I I � / / / /,- < <J I /
III/� /i/�/%� / "l \ °-_ -% /'/i � _=�) ) I � I I 1 ' / / / -- � // 1 � / /� / \ \ �, \ I I III \ III JI III / \__ / I \ V /'//
/ // ( I �, - / / /, J l w / / /i / _l I l \ \\\\ \\\\\\ \�( s �\ I III 1 \% I I III% / / / I I I /� \\� I / / /
I((/ / / ( \� - _��� i/�/////� �� -1 1 I I of I I 1 //// /C/ �2so= /ii i/ -\ //////� / ,� v 1 t \\\\\\�\\\\\ \\ �\\\, i- - ---- \\ \\ III III I \ IIII\ / / �� r I / / , I / / /
IIII\ \rI (\ 1 I \ \ \fro ___ - �// I /// // __-� \ I I I I I I / �i -- // /�/ / ��� f/ // ( } \ \ \\ \\ \\\\\\\ \\ \ \\ ` �_-_---- \\\\ \ \ \\\\IIIIII 1 1 I III III 1 \ \\� I 1\ \ �/ / - /// \ \ I / \ tJ 1 I I / /
\ _ _%�/ // / / I 1 /// C --� // v/// I I / 1\\\\\\\���\�\\\\\ \\\I1\\\�/�/�� \\�\\\\\II IIIIIIIIIIIIII\\ III\\I N\ ��� _� \ %/ // / I JI I /j \ I 1 / / / /-
1111I\ \ \ \ \ ---- __-/�--// /I// / l / / 1 1 I II / - i- - / ( / // , / / ✓ \\ \\ \\1 \� 1� II 111 \\ �/ ��� ` \1\ \ `I II 111 I \1� I 1 �r \ / I l \ c l /
%\ \\ \ \\ \\\, --- � _;-- / // / - I , I I III / / -�/ � - \ \ �\ / // / \\ 11 I I I I III \ I 1 \ 1 IIIIII �I UIII Illwlll III `�a� \\\ ///� /o -� �JJ / I ) I I J� / / /
III \ \ \\ \ a9p.� _ ����////III (/ 1 /III / \ \ IIII I1\---�'/'' / / �i� / / / / / \ ) 11\ } II II - �I i 1111111.I11\ II \\' 1 \ \ \ ,1 I /// / \_� /\- -I / // \ I I I J NI I // /,,.
\\\ \\\\ \\\� -- %- / / II ll o I I 1 w� (\ \ 1 I I \_-- �� \ / /'/ / ��/ I )II I}} )})/ II/ II } I I / } II \ �\ \\fl I\I\� �`IIt Ilwl \�S\IIIIII\ 1 \���\\\ / I I (1 /// / / / I
I _ /// �/ I I \ \ �\ / \ % \ . - / I I I l l III 1 I ) 11�\ \ o \\ 1% \\\\ \ \ \ I I I J \ //�/ / \, l / I \ / / / / / I I///
II%\ \\\\���� --- I I \\ \ \ `,- -� / I I '� 1 0 \I\\ I \ \ \ 1\ \ % 1 I \ /// / / \\\�\ I 1 l \ ( I / / l l I l I/
\ -- ��i//// / ) I 1 \ \ , \ -- J / �l'� , \1\ �/ I / / / I/ III) I 11 ll I)/ 1)11 lllj IJ III >i `I_-) ) I LEIcCELL 2A \ \ l l l //
\\\���`� ;��� / / 1 1 I I // \ \ \\\\�- /- I/� // \ � ,�, 1 / j'/� / l ll/JI I I1/ l l/Illl/ 1 I II - �,<,,o/II IM �� �' 1 11 1\\ 1 t \ \\\\\% \ \ \///�/ / / \o\\\ / \ / / / 1 I
1 \� \\ �// 0°/// / I \ \==�i ( �r /'/ / I 1 1 l // l/ J /Ill �` �l/l 111 JJII I I \ J oM`!` / h I I I I n_ \ 111 11 I \ \ \ \ //10 /// ��� l I 1 ( 1 /
\ \a; � - / 11 I // / / _ / \ \`- 3� �/ ( ll ��� 1 / I I / ll/ l ll,llG Lr /// ///1�c I I��_ w c I �l'I� II III I11'\ \ \\\\\\ \\\ \,1\,\\ \, \�\ \I \ 1 \ \ // /// \\\\ \ \ a /
\\ \ \ago \ - I I \ \_ �_� )I I�///�/S �/ / / I 111////�/// li%ll �` \ s�o_, \ /_/ (/t )III IIII I \\\\ \\,1 I \ �l%II \ // / /� \\\� \ I \ \ l ✓ / I )) l / // . /
\\ \ \� \ �-��1 J /III I I 1 1 \\ \_ �� \ \ _-� ` (h�s�, a\ \,/ /�_� / /I /l�l , / ,/ ' o �o , i �.r� �/ l I 1 II I \1 1 v/ / / /'i \ \� \ \ \ / / / J / / / to /
\\� \�_---� /// I I \ \\ \__ - _ \ - - ) - ,� / / I / / /; o �, � � , / 1(II II ,,11 \I ,I \ \ \\ \ \ 11,I1 \\\ �_,' /� 1\ ' G.ti,
\\ \\ \\ / ( \ \ \��---_-__- )� \ o- `,����\ / / o o° J/�//, i J� / I II I IIIIIII I} \ \\\\\\ \\\dI('11�I111 / / /ry,�o 1/I�\ \ 1 \ I \ , ,- 1 J I l (� / /
\ \ / I I I \ \ I \� ti , I / �, �--_. - - I I I I III I \ \ \ I 1 - I /, / \\ \ } \ \ I �J /
\ \ - I \\\\ \ \\'� / I _, / _3__�J /� / - /o �' �' / /// /11 ''1 wI " ?� �SI��/%i) III 'I II I IIIII\ 11 I 1 / \\ ) l,� 11 \ (_ /
\ \ / / I I / --, ll i ,� / / / 11 / l lll/llJ ;' / / IIII/ I/JI lIJJ/I 111 II\I 1 1I\ IIIII -- / / � EXISTING �\ \ ) 1-� / / l I I I /
\ \ \\ \� ^\\\\\ \ - - /// / I / /� _>, J �1�, CELL 6 \� / / / /l I l / ' CELL IE' rrV=� I ) /// IIII lI / 1 //lJ// / J I)II IIII III \\ III II �./' / - BASIN 1 / l i / (� 1 11 1 - /
\\ \ \ \\ \ �_-%- // I / / I /J / // // 1 / /1 // l III //I1I II ) I I / / /I // / \ 1 (- /
\ \ \ -� \ \ \\\��- >///// / //// )) I I ��/ \ 1 J /ii �� ��-�� ,�� - I I l� ll� //l 1 ( //�/ l ll� IIIIIII I Ill/lJ III I IIII \ \ / '
\ \ // / I \-' 1 \ \ ----- / / / 1 ( / / Gig - _; I / J I l JI JI ) - ( // / 111 lJ /l 1 ( I / / / / l% I v / / 1 \
J / \ / ) \_ --%11 \ ��\�=__� /�i //i / / // / �i /i / / / 'Il/� / /,/ / l l / /' / / IIIIII 1 J ) I Il l // I IIII l \ \ l / / / // / IIII// l 1 /Ill IIII Jl' J n IIIII \✓/j / /j //��\� / / J ) / J/ / /
>\ _ / J
I / / //(� /1 I \ `�/ // ////�/ // / / // / /j/ ��\II ,� // / / I �)IIJJI)I l JIII Ill ll J J \ \ , \ l //�/////// IIII,/// // /,/l�lll� ll)//,/// I/I\„IIIIIII \\ / /�� / o��/ \ / / I \ / I I I f // - /
\ % / / / - / / / / /- /-// / / // / �/ / / // /��- I�//11 (/ \ / //\ I; ��l // /' I - J l//IIIII /I I l l ) / I 1 l /// / / //// // / J/ 1 I \ / �' r , \� / / / / / / /
\ \ /// / / // - / / / / / IIII J l �L J / /� l / ) l� I/ l/�/il// / l / //�/ l j ////�///�/ // �, / r / „ fl\\ \v �,0 , ti �qo
\ \ l \ / l / / / �/ // �i /// > IIII / / IIII, J l/ l / l/ / / 1 I l / 1 / / / // / / / // i // /j/' 1 \\ % / /�i \� l l / 1 // / I
--I ( Il/ /// /i / / / / � / � // /� / / /- - -� i / l / / /� / // // to �� / // / / //// ///// /, /////// /�// � / �� \\\ /% I /�/� � / / / �\ ��� �' I \ �� I_,-," %
F \ \ \\\\ \- I I I I (! l /l ( /1 / / / / ///Z� // �� �/ / �/� i (( I J / / ��� / / / -� �/' � �, /� \ I I ) / //// / //� IIII/ / �%� IIII h / / // / / �� 11 2wh \
\ \ \ \ \_ _ _- / / I I l l l / 1 (l �l // / /� " �//, _- //� _ =1 _ i� IIII /-i / J / / /� / j / Ill ( \ 1 / / // /// //// //////// /' // // ) ��\ \ / 1 /IIII ��j / \ -�
\ �� I I J I I 1 1 I I I / / / / ///-3�0 /l �i'/ - ��,,,�,/� . / // / / �_ ,-o�/ii / ll �d'° 1/ // / // // // //, / / / ���,- \ /�� \_ //%///\ ) l i iz�o / \/ \ J
\\ --- I 1 1 Ill / I I / // / / \_-"/-/ o (NUJ / - (1 /, / / / / \ s /, �i /, ° // ��/ \\ / / / /// /// /IIII// %/ /i // ���� \ \ //� \ / ) / / J �� %� / \
\\ -- --,� )IIII // IIII /%// / /// I I I � // / C /� / — `/�/ ( / �' _J �..: i �i� /(l �/ ` �, /// / /�/, ////////� //, ///, / C\\ \\ �� \-' //�/% } — , /l ' / ��� �—_J/ /-
�> > / // / / // \III I -/; -i/?� l/ 14� -/ - _ / / / / o -max/ � i / - / // //// //// // / / �// /� \\� \� \\ /�//� // /, / \. i
1 // / I i l -/ 1/ �/ '� -- // l /I ��> / /IIII /// / /////////// / \<\ � \ _ //( // IIII/ �� / I�\\ / l \ /
/ / ,//i IIII /// / /// / ( 1 1 III \ \\ - %� / / lr \ // �, aoo. ���s /i/�/ \\ ^✓ //,,// i�// ///////// ///, //I / // 1 \ ' / \I\\��/\ \ IIII/// l / / //� ( �\ ��
/ / / J/ -i ) / ® -i�i / , i 35 /ice- J / / ll / // / // / \ // / / / / / / \ J v - / /
/ /// /////// / / / \ \1�1 I \ \ \\- -��/�� ) �/� \\� Ali / %- -i �' ��i 56Q%/ ii' =_��\ / / / /l /// / ///� ��/ ( / l \ \ \ \ \ //%IIII / ��\ \
l / /IIII/ IIII /// / / /) \ \\ \ \ \ \�s<- ������" IIII// T< ��� ��- / / to ��-/�i ��. �0�,�// j � /' � \\\ (( j'/j% j/// / /%IIII/ / / / //nl \ \ ///�'j /� /(� / Jj / - \\- -- \
/ / / / / \ \\ \ IIII / / ��, / // �j/ r/ - \ \ \ \�� �( ' I ( \\ / /
l / /// /// / / ( _~ °— �� // - -\ — I/ / /-��% r//ice/ // //��i' �� ; ��\\\ )/i�i,/ i / / IIII p/ 7 / I / I) \ \ \ \ /j�/ / l r ( \ 1 //f �� / \ //
l I I l I l I ( / J I /I I I ( / \_/ -\ \ \\� // / / /' �� //jii-�'i-ii i CELL 1C� 1 //,� \\ /1 )))/ CELL 10 j /i /� //// /l /// J ( /��- - lI/�) \ \\ \ //j l I rl/ l JjJ /J \ / \ �_/
\ \\\`a IIII , _- //: I// // o / / //// I I// / ,I 1 /�1j \ - 1 \\`/ /
III I I \ I I 1 1 \ / \\\\\`�\ \\��� // ///i/�/// / // /� _ , l �/% /��/�% /��ii' s / / >l i / // /i/�/ / // 1 ` / \\� \ \ /��/// / / l l / ��/ f l// ' \ >\ \ I \`���-
_ r %�//l l / ,l �i/ //� // / / //\5� \
\�,I\ II \ \\\\\\ \ \\ - / -i / / �,/��//�--/� �/ l IIIII/%� ��