20180458 Ver 1_Riparian Buffer Authorization_20180327

AVSTC
IATC Associates of North Carolina, PC
TRANSMITTAL
TO: KAREN HIGGINS
NC DWR, 401 & Buffer
Permitting Branch
512 North Salisbury Street
Raleigh, NC 27604
Phone [phone]
Fax Phone
Cc:
201 80 458
Date: 03-26-18
FROM:
Benjamin V. Wilson, P.E.
ATC Associates of
North Carolina, PC
2725 E. Millbrook Rd.
Suite 121
Raleigh, NC 27604
ben.wilson(cilatCGs.com
Phone
919- 871-0999
Fax
919- 871-0335
Cell #
919- 697-5446
REMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please Comment
ENCLOSURES: 3 COPIES HOLLY SPRINGS DUMP
REVISED RIPARIAN BUFFER AUTHORIZATION FORM
WITH WETLANDS AND STREAM RPT
MESSAGE:
Attached- Changes based on most recent plan
Thanks
Ben Wilson
MAR 2 7 201e
GEOTECHNICAL CONSTRUCTION MATERIALS ENVIRONMENTAL

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form ^ r= n nn r2 n
A.
1.
Applicant Information
Project Information
In MAR 2 7 2018
tj
1a. Name of project:
Holly Springs Dump
1 b. County:
Wake
1 c. Nearest municipality:
Holly Springs 401 BU FR P RIN
1d. Subdivision name:
None
1e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
❑ Yes
® No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑ Yes
® No
2.
Owner Information
2a. Name on Recorded Deed:
DELTA I LLC
2b. Deed Book and Page No.
DB 014811 PG 00786
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
2d. Responsible Party
for Corporations):
2e. Street address:
PO BOX 10500
2f. City, state, zip:
WASHINGTON DC 20020-0800
2g. Telephone no.:
2h. Fax no.:
2i. Email address:
3.
Applicant Information (if different from owner)
3a. Applicant is:
® Agent ❑ Other, specify: NCDEQ Pre -Regulatory Landfill Unit
3b. Name:
Brian Wright, PG
3c. Business name
(if applicable):
NCDEQ Division of Waste Management,
Inactive Hazardous Sites Branch - Superfund Section
Pre -Regulatory Landfill Unit
3d. Street address:
1646 Mail Service Center
3e. City, state, zip:
Raleigh, North Carolina 27699-1646
3f. Telephone no.:
[phone]
3g. Fax no.:
3h. Email address:
[e-mail]
4.
Agent(Consultant Information (if applicable)
4a. Name:
Ben Wilson, PE
4b. Business name
if applicable):
ATC
4c. Street address:
2725 E Millbrook Road Suite 121
4d. City, state, zip:
Raleigh, NC 27604
4e. Telephone no.:
919-697-5446 (Cell No)
4f. Fax no.:
4g. Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 4

B.
Project Information and Prior Project History
1.
Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0659606508
1 b. Site coordinates (in decimal degrees): Latitude: 35.6482 Longitude: -78.8092
1c. Property size: 14.22 acres
2.
Surface Waters
2a. Name of nearest body of water to proposed project: Unnamed Trib to Basil Creek to Sunset Lake
2b. Water Quality Classification of nearest receiving water: B;NSW
2c. River basin: Neuse
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The site is an abandoned landfill which is wooded and overgrown with Kudzu etc see attached report)
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site Included in attached report)
3c. Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site included in attached report.
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
9,418
3e. Explain the purpose of the proposed project:
To remove loose landfill debris, and regrade the landfill area to pull back steep slopes and provide erosion
control and clay cover for landfill remediation.
3f. Describe the overall project in detail, including the type of equipment to be used:
Plans and specifications have been developed including erosion control to regrade the existing landfill area
safely and provide a clay cover. Conventional earth moving equipment will be used to construct erosion
control measures prior to grading and then for the grading and placement of permanent soil clay cover.
4.
Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
the Corps or State been requested or obtained for this
property/ project(including all priorphases) in thepast?
❑ Yes ® No ❑ Unknown
Comments:
4b. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company: Ben Wilson ATC
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5.
Project History
5a. Have permits or certifications been requested or obtained❑
for this project (includingall prior phases)in the past?
Yes ® No ElUnknown
5b. If yes, explain and detail according to "help file" instructions.
6.
Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
ATC has designed the project so that the only impacts to the buffers are in the area of the old landfill. All of
the erosion control measures are outside of the stream buffers. There are no impacts to existing streams.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. All construction will be done by pulling back existing landfill debris form the top down. Aggressive
erosion control measures have been designed to minimize impacts to buffers and surface waters,
1. Buffer Impacts
2a. Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
❑ Yes ® No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
1a. Project is in which protected basin?
® Neuse
❑ Randleman
❑ Tar -Pamlico
❑ Jordan
❑ Catawba
❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
number —
Permanent (P)
or Temporary
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/
mitigation)
Stream name
Buffer
mitigation
required?
Zone 1 Zone 2
impact impact
(sq ft) (sq ft)
B1 ❑ P ® T
Regrade Steep
Slopes
Allowable
Unnamed Trib
to Basal Creek
❑ Yes ® No
3,000 3,400
B2 ❑ P ❑ T
❑ Yes ❑ No
B3 ❑ P ❑ T
❑ Yes ❑ No
B4 ❑P ❑T
El Yes [-I No
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
1c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
ATC has designed the project so that the only impacts to the buffers are in the area of the old landfill. All of
the erosion control measures are outside of the stream buffers. There are no impacts to existing streams.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. All construction will be done by pulling back existing landfill debris form the top down. Aggressive
erosion control measures have been designed to minimize impacts to buffers and surface waters,
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
❑ Yes ® No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact Multiplier
(square feet
Required mitigation
(square feet
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS
proposed?
❑ Yes ❑ No
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: BA 10-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
® Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 b. If you answered "yes" to the above, does the project require preparation of an
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
environmental document pursuant to the requirements of the National or State (North
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Carolina) Environmental Policy Act NEPA/SEPA ?
Manual and attach a BMP Supplement Form.
1c. If you answered "yes" to the above, has the document been finalized by the State
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public federal/state land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act NEPA/SEPA ?
1c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
❑ Yes ® No
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules 15A NCAC 02B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
—Benjamin V. Wilson
Applicant/Agent's Printed Name Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
3/24/18
Date
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins Karen Higgins
NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4

NA C
NkT
ENVIRONMENTAL• GEOTECHNICAL
BUILDING SCIENCES • MATERIALS TESTING
ATC Group Services, LLC
2725 E. Millbrook Rd Suite 121 Raleigh, NC 27604
Phone: [phone] Fax: [phone]
www.atcgroupservices.com
May 22, 2017
Revised February 14, 2018
Mr. Brian J. Wright, PG
North Carolina Department of Environmental Quality
Division of Waste Management,
Inactive Hazardous Sites Branch - Superfund Section
Pre -Regulatory Landfill Unit
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
RE: Wetlands and Stream Assessment and
Application for Stream Buffer Impacts
Holly Springs Dump
Holly Springs, Wake County, North Carolina
State Contract No. N13003S
Dear Mr. Wright:
ATC has completed a jurisdictional waters delineation (JWD) and stream determination in accordance
with Section 404 of the Clean Water Act (CWA), Section 10 of the Rivers and Harbors Act of 1899, and
the North Carolina Division of Water Quality (NCDWQ) for the above referenced project in Holly
Springs, Wake County, North Carolina. ATC was contracted to determine if potential jurisdictional
waters (PJW) occur in the project area. This letter report summarizes the results of the JWD and
application for impacts to for development of the property.
The properties observed were 2 parcels in Wake County located at approximately 771 Bass Lake Road
(No Actual Address) -14.22 Acres (PIN: 0659606508), and a second parcel located on the interior of the
first parcel on Bass Lake Road (No Address)- 5.0 Acres (PIN: 0659603275) in Holly Springs, Wake
County, North Carolina. The two parcels comprise 19.22 Acres.
BACKGROUND
The Property is located on Bass Lake Road approximately 3/4 mile south of the intersection with Holly
Springs Road in Holly Springs, Wake County North Carolina (Figure 1). The surrounding area is
primarily residential. The property is currently is wooded on the two lots.
Maps of the property are included in the Appendix and photos are included with the wetlands and stream
assessment forms in the Appendix.

Wetlands and Stream Assessment and Application for Stream Buffer Impacts
Holly Springs Dump Holly Springs, Wake County, North Carolina
State Contract No. N13003S
Page 2
STREAM and WETLAND DETERMINATION
This assessment is to determine if there are streams and wetlands on the site and to delineate the streams,
stream buffers and wetlands and apply for permitting for the landfill remediation process.
A determination was made of any potential streams and wetlands in accordance with the following
methods:
Wetlands for 404 Permitting - A determination was made of the wetlands based on the North
Carolina Wetlands Assessment Method (NC WAM) using the general techniques found in the
Corps of Engineers (COE) 1987 Wetlands Manual using the routine method and the Regional
Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and
Piedmont Region (Version 2.0) Environmental Laboratory U.S. Army Corps of Engineers April
2012 which is the currently accepted methodology.
• Streams for 404 Permitting by the (COE) - A determination was made of the streams based on
our experience with the most recent methodology used by the US Army Corp of Engineers.
• Streams for 401 Permitting and Determination of Stream Buffers by the NCDEQ Division
of Water Quality - A determination was made of the streams using the North Carolina Division
of Water Quality (NCDWQ) stream determination form method. The site is located on an
unnamed tributary to Basal Creek which drains into Sunset Lake approximately 1 mile to the
northeast and then to Middle Creek and ultimately into the Neuse River.
The site is not shown as having wetlands on the National Wetlands Inventory. The Site is shown as
having 2 streams on the Wake County Soils Map. The site is shown as having one stream on the Apex,
NC 7.5 Minute Quad 1993 USGS Quadrangle map (see attached maps).
A summary of features at the site is included in the tables below:
Wetlands and Streams Subject to 404 Permitting by COE and Amount Proposed for Impacts
Feature
Amount
Description
Notes
(Approximate)
Wetlands
0.22 Acres
Deciduous
None proposed for impacts
Forested Shrub
Streams -Perennial
9,418 linear ft
Flow year round
None proposed for impacts
Streams
0 linear ft
Only flow for part
None proposed for impacts
Intermittent
of the year

Wetlands and Stream Assessment and Application for Stream Buffer Impacts
Holly Springs Dump Holly Springs, Wake County, North Carolina
State Contract No. N13003S
Page 3
Streams and Buffers Subject to 401 Permitting by NCDEQ and Amount Proposed for Impacts
Feature
Amount
(Approximate)
Description
Notes
Streams-
9,418 linear ft
Flow year round
None proposed for impacts
Perennial
Streams
0 linear ft
Only flow for part
None proposed for impacts
Intermittent
of the year
Riparian Buffers
99,600 sf
Neuse Buffers
6,400 sf temporary impacts for grading
(3,000 sf zone 1 and 3,400 sf zone 2)
*Riparian Buffers — the site is located in the Neuse River watershed.
Based on the field assessment there are approximately 0.22 acres of wetlands adjacent to the stream at the
north end of the site. There is one perennial stream (Feature A) on the Site (Feature B was determined not
to be a stream). Maps with approximate locations of the site and site features are enclosed with this letter.
A field visit may be required by both NCQEQ and USACOE. The agent access authorization form is
attached for property access.
Please contact Ben Wilson at [phone] or [phone] if you have any questions or if we can be
of further service.
Respectfully,
ATC Group Services, LLC
d
Benjamin V. Wilson, P.E.
Principal Engineer
Ben. Wilsona,atcassociates.com
Attachments: Ben Wilson NCSU/NCDEQ Stream Certification
Maps of Site (5)
NWI Map (I Page)
NCDEQ Stream Form Feature A (With Photos) and Feature B (With Photos)
Wetlands Forms (1) (With Photos)
General Site Access Agreement for NC DEQ Pre Regulatory Landfill Group with Owners
Plans for Remediation 11 Sheets

UEPA0.r71ff4rof WDENR
FORESTRY and
ENVIRONMENTAL p
RESOURCES
YCSTWIM UNIYMRSIIY
Department of Forestry and Environmental Resources
North Carolina State University
Wetlands and Stormwater Unit
North Carolina Division of Water Quality
Certificate of Training
This certifies that
Benjam0
in W-- i*lson
has successfully completed training in
Intermittent and Perennial Stream Identification
For Regulatory Applications
October 5-8, 2010
Raleigh, NC
Training was provided on: (1) the science of stream networks, hydrologic functions of streams and riparian
zones, stream maps, and stream characteristics for identification of stream types; (2) State of North Carolina
Administrative Rules for Stream Definitions and the Protection and Maintenance of Vegetated Riparian
Buffers; and (3) the North Carolina Division of Water Quality Methodology for Identification of Intermittent
and Perennial Streams and Their Origins. VeEjion 4.1 LSeptember 1 2010. The course included written and
field exams.
Dr. Jan)6 f13. Gregory, Ph.D. CPSS,
Emeritus, Course Director

SITE LOCATION
SOURCE: Wake GIS
SITE LOCATION
Wetlands and Stream Assessment and
Application for Stream Buffer Impacts
Holly Springs Dump
Holly Springs, Wake County, North Carolina
State Contract No
N13003S
SCALE: NOTED
XT
ENVIRONMENTAL • GEOTECHNICAL
BUILDING SCIENCES • MATERIALS TESTING

►/
f
SITE AERIAL/TOPO
SHOWING APPROXIMATE WETLANDS AND STREAM LOCATIONS AND DATA
POINT LOCATIONS
SOURCE- Wake iMaps
SITE AERIAL PHOTO
Wetlands and Stream Assessment and State Contract No.
IF
Application for Stream Buffer Impacts N13003S Iff
Holly Springs Dump SCALE: NOTED AWF ATC
ENVIRONMENTAL • GEOTECHNICAL
Holly Springs, Wake County, North Carolina BUILDING SCIENCES•MATERIALS TESTING

SCALE 1:24 000
CONTOUR INTERVAL 10 FEET
SITE USGS MAP AND TOPO
SOURCE: USGS Apex, NC 7.5 Minute Quad 1993
SITE USGS TOPO
Wetlands and Stream Assessment and State Contract No.
Application for Stream Buffer Impacts N13003S R
Holly Springs Dump SCALE: NOTED AV kTc
ENVIRONMENTAL • GEOTECHNICAL
Holly Springs, Wake County, North Carolina OUILOINGSCIENCES • MATERIALS TESTING
=0
0
METERS
1000
2000
1
05
—T_ 0_. _
1
MILES
00 0
NNNI
2000
3000
4000 5000
WOO 10x1 960
1dMIDD
CONTOUR INTERVAL 10 FEET
SITE USGS MAP AND TOPO
SOURCE: USGS Apex, NC 7.5 Minute Quad 1993
SITE USGS TOPO
Wetlands and Stream Assessment and State Contract No.
Application for Stream Buffer Impacts N13003S R
Holly Springs Dump SCALE: NOTED AV kTc
ENVIRONMENTAL • GEOTECHNICAL
Holly Springs, Wake County, North Carolina OUILOINGSCIENCES • MATERIALS TESTING

SITE GIS MAP SHOWING TOPO AND HYDROLOGY
SOURCE: Wake County GIS
SITE GIS Topo MAP
Wetlands and Stream Assessment and
Application for Stream Buffer Impacts
Holly Springs Dump
Holly Springs, Wake County, North Carolina
State Contract No
N13003S
SCALE: NOTED
;STC
ENVIRONMENTAL • GEOTECHNICAL
BUILDING SCIENCES • MATERIALS TESTING

,t CeF
f z
{JU;T1S S f I e 0 1 Y0,i
I SOIL SURVEY MAP SHOWING BLACKLINE STREAMS
SOURCE: Wake Soil Survey Sheet 34
SITE SOIL SURVEY MAP
Wetlands and Stream Assessment and
Application for Stream Buffer Impacts
Holly Springs Dump
Holly Springs, Wake County, North Carolina
State Contract No
N13003S
SCALE: NOTED
IN
ENVIRONMENTAL - GEOTECHNICAL
BUILDING SCIENCES • MATERIALS TESTING

Wetlands
September 27, 2016 This map is for general reference only. The US Fish and Wildlife
p Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
�l
Estuarine and Marine Deepwater ■ Freshwater Forested/Shrub Wetland [.! Other be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
E) Estuarine and Marine Wetland Freshwater Pond Riverine
Freshwater Emergent Wetland Lake
National Wetlands Inventory (NWI)
"s page was produced by the NWI mapper

FEATURE A
NC DWQ Stream Identification Form Version 4.11
Date: 05-02-2017
Project/Site: Holly Springs Dump
Latitude: 35.6484
Evaluator: Ben Wilson
County: Wake
Longitude:
78.0937
Total Points:
Stream Determination (cir
Other
Stream is at least intermittent 45.5
Ephemeral Intermitten Perennial
e.g. Quad Name: APEX NC
if z 19 or perennial if z 30*
2
3
A. Geomorphology (Subtotal= 27 )
Absent
Weak
Moderate
Strong
13. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No =
0
Yes = 3
Sketch:
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 9.5
12. Presence of Baseflow
0 1
2 3
13. Iron oxidizing bacteria
0 1
2 3
14. Leaf litter
1.5` 1
0.5 0
15. Sediment on plants or debris
0 0.5
1 1.5
16. Organic debris lines or piles
0 0.5
1 1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology Subtotal = 9
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

t
h
,
f
ar
�4
s
..wn .
w.A e
AM
N
, r �t4
♦ �" ��-.�''�'.K= � � .ate
T
.������� e - � - .. � Jai � .� �• . t

Site Photos May 2, 2018
Wetlands And Stream Determination
Holly Springs Dump -Holly Springs, Wake County, North Carolina
Photograph No. 3: Stream Data Point 1- Feature A — Lanfill coming down to stream bank.
Photograph No. 4: NA
Iff
State Contract No. N13003S I ITC

FEATURE B
NC DWQ Stream Identification Form Version 4.11
Date: 05-02-2017
Evaluator: Ben Wilson
ProjectlSite: Holly Springs Dump
Latitude: 35.6475
County: Wake
Longitude: 78.8082
Total Points:
St etermination (circle one)
Other
Stream is at least intermittent 5.0
phemera Intermittent Perennial
e.g. Quad Name: APEX, NC
if >_ 19 or perennial if >_ 30'
1
2
A. Geomorphology (Subtotal = 1.5 )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
Sketch:
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal= 1.5
12. Presence of Baseflow
10';
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
to
0
15. Sediment on plants or debris
0
;0.5=
1
1.5
16. Organic debris lines or piles
0
1 0.5'
1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C. Biology (Subtotal = 2.0 )
18. Fibrous roots in streambed
3
2
`1
0
19. Rooted upland plants in streambed
3
2
F
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 F(Qth@r 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

Site Photos
Wetlands And Stream Determination
Holly Springs Dump -Holly Springs, Wake County, North Carolina
Photograph No. 1: Stream Data Point 2- Feature B where it joins Feature A — Feb 12, 2018
Photograph No. 2: Stream Data Point 2- Feature B looking upstream approx. 100 ft above
intersection with perennial Feature A — Feb 12, 2018
State Contract No. N13003S ;STC

Site Photos
Wetlands And Stream Determination
Holly Springs Dump -Holly Springs, Wake County, North Carolina
Photograph No. 3: Stream Data Point 2- Feature B where it joins Feature A — May 2, 2017
Photograph No. 4: Stream Data Point 2- Feature B looking upstream approx. 100 ft above
intersection with perennial Feature A — May 2, 2017
AV
State Contract No. N13003S AV

NC WAM WETLAND ASSESSMENT FORM
Accompanies User Manual Version 4.1
f�P Lllly VPIVYIP•VI YGI �IVII �
Wetland Site Name Holly Springs Dump Date 5-2-17
Wetland Type FR ttomland Hardw ood Forest Assessor Name/Organization Ben Wilson ATC
Level III Ecoregionj Pledmont . Nearest Named Water Body Middle Creek Sunset Lake
River Basinj Neuse USGS 8 -Digit Catalogue Unit 03020101
(•- Yes 0 No Precipitation within 48 hrs?
Latitude/Lo
35.6470 -78.8087
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on last page if evidence of stressors is apparent. Consider departure from reference, if
appropriate, in recent past (for instance, approximately within 10 years). Noteworthy stressors include, but are not limited
to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby
septic tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? t," Yes t: No
Regulatory Considerations (select all that apply to the assessment area)
r Anadromous fish
r Federally protected species or State endangered or threatened species
P NCDWQ riparian buffer rule in effect
r Abuts a Primary Nursery Area (PNA)
r Publicly owned property
r N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
r Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
F Designated NCNHP reference community
F Abuts a 303(d) -listed stream or a tributary to a 303(d) -listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
r Blackwater
(' Brownwater
r Tidal (if tidal, check one of the following boxes) r Lunar r Wind r Both
Is the assessment area on a coastal island? r Yes (: No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver?
Does the assessment area experience overbank flooding during normal rainfall conditions?
r Yes t: No
Yes (: No
1. Ground Surface Condition/Vegetation Condition — assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure
(VS) in the assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable,
then rate the assessment area based on evidence of an effect.
GS VS
r A t: A Not severely altered
r B r B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing,
less diversity [if appropriate], hydrologic alteration)
2. Surface and Sub -Surface Storage Capacity and Duration — assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and
duration (Sub). Consider both increase and decrease in hydrology. Refer to the current NRCS lateral effect of ditching guidance for
North Carolina hydric soils (see USACE Wilmington District website) for the zone of influence of ditches in hydric soils. A ditch
s 1 foot deep is considered to affect surface water only, while a ditch > 1 foot deep is expected to affect both surface and ditch
sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
r A to A Water storage capacity and duration are not altered.
r B tr' B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
r C r C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation
change) (examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief —assessment area/wetland type condition metric (answer for non -marsh wetlands only)
Check a box in each column for each group below. Select the appropriate storage for the assessment area (AA) and the wetland
type (WT).
AA WT
3a. r A (" A Majority of wetland with depressions able to pond water > 1 foot deep
(-• B r B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
r C t: C Majority of wetland with depressions able to pond water 3 to 6 inches deep
T D r D Depressions able to pond water < 3 inches deep
3b. r A Evidence that maximum depth of inundation is greater than 2 feet
(" B Evidence that maximum depth of inundation is between 1 and 2 feet

4. Soil Texture/Structure — assessment area condition metric
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape
feature. Make soil observations within the 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for
regional indicators.
4a. A Sandy soil
B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
r C Loamy or clayey soils not exhibiting redoximorphic features
f"` D Loamy or clayey gleyed soil
r E Histosol or histic epipedon
4b. r A Soil ribbon < 1 inch
r B Soil ribbon Z 1 inch
4c. A No peat or muck presence
B A peat or muck presence
5. Discharge into Wetland — opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub).
Examples of sub -surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
{o A fo A Little or no evidence of pollutants or discharges entering the assessment area
r B r B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
r C r C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use — opportunity metric
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources
draining to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the
assessment area (5M), and within 2 miles and within the watershed draining to the assessment area (2M). Effective riparian buffers
are considered to be 50 feet wide in the Coastal Plain and Piedmont ecoregions and 30 feet wide in the Blue Ridge Mountains ecoregion.
WS 5M 2M
F A r A r A Z 10% impervious surfaces
P B r B r B < 10% impervious surfaces
r C r C r C Confined animal operations (or other local, concentrated source of pollutants)
r D r D r D a 20% coverage of pasture
r E r E r E z 20% coverage of agricultural land (regularly plowed land)
r F r F r F z 20% coverage of maintained grass/herb
r G r G r G z 20% coverage of clear-cut land
r H r H r H Little or no opportunity to improve water quality. Lack of opportunity may result from hydrologic alterations
that prevent drainage or overbank flow from affecting the assessment area.
7. Wetland Acting as Vegetated Buffer— assessment area/wetland complex condition metric
7a. Is assessment area within 50 feet of a tributary or other open water?
r Yes (o No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of the wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is weltand? Descriptor E should be selected if ditches effectively bypass the buffer.
r A z 50 feet
r B From 30 to < 50 feet
r C From 15 to < 30 feet
r D From 5 to < 15 feet
r E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
r <_ 15 -feet wide r > 15 -feet wide r Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
r Yes r No
7e. Is tributary or other open water sheltered or exposed?
r Sheltered — adjacent open water with width < 2500 feet and no regular boat traffic.
r Exposed — adjacent open water with width z 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area — wetland type/wetland complex metric (evaluate for riparian wetlands only)
Check a box in each column. Select the average width for the wetland type at the assessment area (WT)
and the wetland complex at the assessment areas (WC). See User Manual for WT and WC boundaries.
WT WC
r A r A > 100 feet
r B r B From 80 to < 100 feet
r C i C From 50 to < 80 feet
r D r D From 40 to < 50 feet
(' E r E From 30 to < 40 feet
(e F (e F From 15 to < 30 feet
r G r G From 5 to < 15 feet
r H r H < 5 feet

9. Inundation Duration — assessment area condition metric
Answer for assessment area dominant landform.
(— A Evidence of short -duration inundation (< 7 consecutive days)
to B Evidence of saturation, without evidence of inundation
r C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition —assessment area condition metric
Consider recent deposition only (no plant growth since deposition).
(` A Sediment deposition is not excessive, but at approximately natural levels.
(: B Sediment deposition is excessive, but not overwhelming the wetland.
r C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT WC FW (if applicable)
r A r A r A z 500 acres
r B r B r B From 100 to < 500 acres
r C r C r C From 50 to < 100 acres
r D r D r D From 25 to < 50 acres
r E tr' E r E From 10 to < 25 acres
r F (i F r F From 5 to < 10 acres
r G r G ( G From 1 to < 5 acres
C H C H r H From 0.5 to < 1 acre
r' I r I {i I From 0.1 to < 0.5 acre
r J r J r J From 0.01 to < 0.1 acre
r K r K r K < 0.01 acre or assessment area is clear-cut
12. Wetland Intactness — wetland type condition metric (evaluate for Pocosins only)
r A Pocosin is the full extent (>_ 90%) of its natural landscape size.
r B Pocosin is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas — landscape condition metric
13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
metric naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility
line corridors the width of a four -lane road or wider, urban landscapes, fields (pasture open and agriculture), or water > 300 feet wide.
Well Loosely
r A (' A >_ 500 acres
r B r B From 100 to < 500 acres
r C r C From 50 to < 100 acres
(: D r D From 10 to < 50 acres
(' E r E < 10 acres
( F r F Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
r Yes r No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect—wetland type condition metric (skip for all marshes)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas z 40 feet wide such as fields, development, roads, regularly maintained utility line corridors and clear -cuts.
Consider the eight main points of the compass.
(i A No artificial edge within 150 feet in all directions
r B No artificial edge within 150 feet in four (4) to seven (7) directions
r C An artificial edge occurs within 150 feet in more than four (4) directions or assessment area is clear-cut
15. Vegetative Composition — assessment area condition metric (skip for all marshes and Pine Flat)
(i A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
r B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or
clearing. It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
(` C Vegetation severely altered from reference in composition. Expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species). Exotic species are dominant in
at least one stratum.
16. Vegetative Diversity — assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
r A Vegetation diversity is high and is composed primarily of native species (<10% cover of exotics).
r B Vegetation diversity is low or has > 10% to 50% cover of exotics.
r C Vegetation is dominated by exotic species (>50% cover of exotics).

17. Vegetative Structure — assessment area/wetland type condition metric
17a. Is vegetation present?
(: Yes (' No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
C A >_ 25% coverage of vegetation
( B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider structure
in airspace
above the assessment area (AA) and the wetland type (WT) separately.
(o C
AA
WT
r A
CL
fo A
(o A
Canopy closed, or nearly closed, with natural gaps associated with natural processes
o
C
(" B
(' B
Canopy present, but opened more than natural gaps
v
r C
r C
Canopy sparse or absent
o
(- A
(- A
Dense mid-story/sapling layer
(o B
(o B
Moderate density mid-story/sapling layer
r C
r C
Mid-story/sapling layer sparse or absent
n (" A (' A Dense shrub layer
s r B
(: B
Moderate density shrub layer
(o C
(` C
Shrub layer sparse or absent
r A
r A
Dense herb layer
ar (— B
t: B
Moderate density herb layer
_ t: C
r C
Herb layer sparse or absent
18. Snags — wetland type condition metric
t: A Large snags (more than one) are visible (> 12 -inches DBH, or large relative to species present and landscape stability).
(` B Not A
19. Diameter Class Distribution —wetland type condition metric
r A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
{: B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 -inch DBH.
(` C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris — wetland type condition metric
Include both natural debris and man -placed natural debris.
to A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
(' B Not A
21. Vegetation/Open Water Dispersion — wetland type/open water condition metric (evaluate for Non -Tidal Freshwater
Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
r A r B r C r D
oll
22. Hydrologic Connectivity — assessment area condition metric (evaluate for riparian wetlands only)
Examples of activities that may severely alter hydrologic connectivity include intensive
ditching, fill, sedimentation, channelization, diversion, man-made berms, beaver dams, and stream incision.
(. A Overbank and overland flow are not severely altered in the assessment area.
r B Overbank flow is severely altered in the assessment area.
r C Overland flow is severely altered in the assessment area.
r D Both overbank and overland flow are severely altered in the assessment area.
N otes
The Stream at the site is first order at the west end of the site and second order through the majority of the site. The stream rating using the
NCDWQ Stream ID Form V 4.11 is 45.5 +/-

SITE PHOTOS MAY 2, 2018
Wetlands and Stream Determination
Holly Springs Dump -Holly Springs, Wake County, North Carolina
Photograph No. 1: Wetland Data Point 1- Low area next to stream.
Photograph No. 2: Wetland Data Point 1 -Stream adjacent to wetlands.
State Contract No. N13003S %�TC

SITE PHOTOS MAY 2, 2018
Wetlands and Stream Determination
Holly Springs Dump -Holly Springs, Wake County, North Carolina
Photograph No. 3: Wetland Data Point 1 -Wetland plants.
Photograph No. 4: Wetland Data Point 1- Low Chroma Soils at 10-16"..
State Contract No. N13003S
Ar

Waste Management
ENVIRbNMENTAL QUALITY
Holly Springs Dump
ID#NONCD0000605
Mr. Peter W. Cooper
Agent for Delta I, LLC
PO Box 10500
Washington, DC 20020
I represent the above referenced corporation and am authorized by the corporation to make decisions
about the property.
I hereby grant permission to the State and the State's representatives access to the property to conduct
remedial activities to protect public health and the environment from hazards that resulted from past
operations of a landfill that ceased operation prior to January 1, 1983. I agree to concurrently record a
Plat Notice and a Declaration of Perpetual Land Use Restrictions.
Name of Limited LiabAity Company (Print)
Signature of Representative/ -�
4 (�k2
Name (Print) Title (Print)
Date
Return to: Brian Wright, Division of Waste Management
North Carolina Department of Environmental Quality
1646 Mail Service Center
Raleigh, NC 27699-1646

ROY COOPER
�N)MK71YA
O.
MICHAEL S. REGAN
s«trch"j.
MICHALL SCOTT
It id •, 3e' °53.3 tatpt •>. ., Aea4ttx
Holly Springs Dump
ID#NONCD0000605
Mr. Hisham Sabha
Agent for Nano Real Estate Investment Properties, LLC
1005 Fairfax Woods Drive
Apex, NC 27502
I represent the above referenced corporation and am authorized by the corporation to make decisions
about the property.
I hereby grant permission to the State and the State's representatives access to the property to conduct
remedial activities to protect public health and the environment from hazards that resulted from past
operations of a landfill that ceased operation prior to January 1, 1983. I agree to concurrently record a
Plat Notice and a Declaration of Perpetual Land Use Restrictions.
Name of Limited Liability Company (Print)
,sem--
Signature of Representative
Name (Print) E� Title (Print)
Date <3 e� , I
Return to: Brian Wright, Division of Waste Management
North Carolina Department of Environmental Quality
1646 Mail Service Center
Raleigh, NC 27699-1646
state of Ninth CarAm t 1:mironmmw Quality i Wassc Alansgemmt
1646 IVA Scmcc Ceuta 1217 Wast Jones Street i Balogh, NC 27699-1 M6
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1. PROVIDE TURNIND RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.�iD¢
7. RUST BE MAINTAINED INA CONDITION O ICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS,
E TIAL TRACKED WITH STONE WILL 8E NECESSARY.
PERT DIC
4. ANY WITERIAL TRACKED ONTO THE ROADWAY MOAT 8F
CLEANED UP IMMEDIATELY,
�oOLi
ogbg'ORx=
�c3 Sao
< w
t~/J!Z-LLC
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o
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
HE OCONSTRUCTEVICE IONTIMELY-ANCE.
G2
T9 B. NUMBERKANO LOCATIONTOF ENTRANCESTTO
W
n
< m
PO BE UETERMINED BY THE ENGINEER.
,1.4 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
V
=
BY THE ENGINEER.
e9
q r S. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
�
w
Z
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
F• W
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CLASS 'A' STONE
a V
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J
J
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NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
401
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ENTRANCE AND EXIT NOTES
DEnwnoN:
ASTONE STABILIZER PAD LOCATED AT PORTS OF VENC ULM INGRESS AND EGRESS ON A CONSTRUCTION SITE.
PURPOSE
TO STA INZE ENTRANCES TO THE CONSTRUCTION SITE AND REDUCE TIE AMOUNT OF SEDIMENT TRANSPORTED ONTO PIIBUC ROADS
RHD STORM— SYSTEMS W MOTOR VEHIC tES OR RUNOFF.
CONDITIONS W HERE PNACTICE APPUES:
WH
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TP,y FIC WILL PE LFAVNO R CONBTRUCTON BITE AMD MOMNO DIP.ECTLYINTO APUBLC ROAD OR OTHER PAVED AREA.
PUNNNG CON 4DERATIONS:
ONST UCTI N ENTRANCES PROVIDE AN MEA WHERE MVD CAN SE REMOVED FROM CONSTRUCTION WNICLE TIRES BEFORE THEY
ENTER A PUBUC R OAD. IF THE ACTON OF TH E VEHICLE TRAVEUNO OVER THE GRAVEL PAD IS NOT SUfflCIENT TO PEW VE MOST OF ME
MUD. THEM ME TRIES WSi BE WARNED BEFORE TXE VEf OIE EN TIERSA PU BIJC RO/D.IF WASHING N U5ED. PROVISIONS MUST EE MADE
TH WAS" WATER YNfi TRAP ME SEDIMENT FF- ON STR CTIDN ENTRANCE SHOULD B
TO INTERCEPT E SNT BEG ONE IT IS CARRIED O SITE. C U E
USED IN CONJUNC TON WITH THE STAJPLIZATON OF CONSTRUCTION ROAD 9 TO REDUCE MF AMOUNT Df MIFD PICT® UP BY
c oxsrRucnoN YETI c LES.
CONSTRUCTION ENTRRMCES MDVIDE AN AREA WHERE YID CAN BE REMOVED FROM CONSTRUCTION VEHICLE TIRES BEFORE THEY
ENTER A PUBLIC ROAD. E THEACTON OF THE VEHICLE TRgV6I110 OVR MEGRAWL FAD IS NOTSUFFICIEIT TO REMOVE WST Of ME
MUD, THEN ME TIRES MUST BE WASHED BEFORE ME -CLE ENTERSA PUBLIC ROAD. F WRSXINO IS.... PRDV .S MUST BE
MAI INTERCEPT THE WASH WATERAND TRAP ME 5®MENTSEFDRE Ir IS CARRIED OFF- NTE CONSTRUCTION ENTRANCE SHOULD
BE USED N CONJUNCTION WIN ME 3TABILLATION OF CONSTRUCTION ROADS TO REDUCE ME AMOUNT OF WD PICKED UP BY
c ONBTRUCtION VEI ICLEs.
DESIGN C NITER.
AOGR�OATE a'IZE.
COAtSE GPEGAtE (J3 NCN STOHE)SHOUID BE USED.
EH TRANC E DIMENSIONS:
THE R3GPFOATE MUST BE AT F XF D INCHES (TD CIB THICK IT WBS E AT THF FULL WDTH OF THE VEHICULAR NGRESB RIND
EGRESSAREAORARANIWN Of fir. THELENGTH OFTHE C.N.&CEMU BT tERTLEAST301.O(2DR To
DIRECTEDBY
ME CITY FN R EER THF ENTRANCE MUST MAIDEN AT IT$CONNECTION 1D ME ROADWAY IN ORDER TO ACCGWODATE THE MRNINO
RADIUS OF URGE TRUCKS.
WASHING'.
IFI! CONDITONG ON ME SITE AREA IS SUCH THAT MOST OF THE MUD IS NOT FEW— BY ME VEHIC1,56 MAVEUNG OVER THE GRAVEL
MEN THE TRIES Of THE VEHICLES MUST BE WASHED BEFORE ENTERINGA PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM
ME EN TRANCE TO THE SETTNO AREA TO RENO-EDIMENT. AWASH RADK MAY ALSO BE USED TO MANE WASHING MORE CONVEN ENT
ANO EFIECTRE.
LOCATION:
E ENTRAIN CE SHOULD BE LOCATED FDR MAXIMUM UTIUTY BY ALL COISIR ULTION VEMCLES.
CO ISTP,UCTON SEECRICATIONS:
ME AREAOF THE ENTRANCE SHOULD BE -W OF ALL VEGETATDN. ROOTS. AND OTHER OWIECTIONAlla MATERIAL A0E.1"TLE
SHOULD BE LAD DOWN TD IWROVE STABIUT MD SIWUf KUNTI:NANCE. ME 0R LSI MEN SE (ACED OVER ME GEQTEATLE
TO THE SPECIFIED DIMENSIONS.
MANTENANCE.
TN ENT CE SHaLLSE FMNTANED INACOIDITOIWHIC4WLLPREVENTTRACWNGOR FLOW OFNUD ONTOPUBUC RIGNTOF-WAY.
MIS MAY REQUIRE PERIODIC TOP DREST NO W IN 2 INCH (IS CM) STONE. AS CONDITIONS DEMAND. AND REPAIR MDMR CLEAN OUT OF
.ANY SMUC TURES USED TO TRAP SEDNENTS. ALL WATERALS SPILLED. DROPPED, WASTED, OR TRICKED FROM VEHICLE$ ONTO
ROADWAYS OR HIM STORM DRANS MUST BE REMOWD RtLEDATELY LOON FOR SIGNS OF TRUCKS AND TRMLERED EOUPMENT
TUTTNO CORNERS WHERE GMSELMEETS ME ROADRAY. SWEEP THE PAVED ROAD ONLY FOR SEDIAENTSAND STONES
Cowni,^tlon MATERIALS
$DBLIiM9t10f1R I. U:,:, gYdax RMt. t,Mn Na N.v dsK EI..Wdm vN yakHxn M
alyaam uBNfi W cwYNW by da IP+rMb<t.W w WPNGr•. t'aarnrPq ro
IINrq.g<PAAiY IR ASTM D Nbl..kNMwaMr N' M M taldr ca:N.
AYPWe1N fiN' RWa<A-M MarMN RMowavt .wy iabhixm Ext WWISaI r
M p -&AI woe A. WgPPma4-Hk wWtwTF•n It.
Mems, WEtAryr dG w.1YY f.
L IiNve bd pw rcr .rimcM fcaal rc 1.'-1 IEleor ft mmaimus
tbA AI PlieeINIA Ne50 d 5 tM Mda wN tN auH Fe>k had
pyn'hm A 1NfA•N bbNA•^FMe (aby.'.
). F.m mew Hr.ANUAMfaaRR.Ian r,rR•. w.a iM rrprwWll
inFa¢'
ww+waA, l4 yu't aalama.Ir,w+rwaR N.,+<.2S.dRie.1NR
CONSTRUCTION
2. G-T.+att INT a� YJrfiM aC NarNl•I,1 NmMW •M fzMe "R.Wo
ayWtMN 01W
WI Eawra ,bW WN lma5tWB".¢+A R 6AT ,J GxtaR0M11n
dwaa IM piwd •ABA (Nivlui r-- m_­,Jw1N-Mro of Kynv
eWB.N.Wtw <ma AiNAr Naw «arMWA.t
} C hr. RISg FyMT h A wA rnY ' "tt NIytE elMr
MNNn t ,a.rJ laT.e WM,mm •wnY* LHy IxaM Nae Birt
INNh ryMErIIRwN DPN ' INS IM 1 4 rbP N+Lar Rrt PeR.
4. eprytt aMdarU MngN Nt MhrA Arc t W<M17Dc YNd awafv R.
Ik tmalree rdr of dR 1 L ETN I W NtA nmlMtl IBP hK.im d
Aeh YAba ehe - F,rcrIMM YNN bMP w UN apo aNM ur cI <Nr.� W'NMw MNRrwwa n*wM NNw wuMUa wPYwwlra=N=
wmA1M
.l NT,aawtrd eenn HlNRal fauba.N. MH.: wama CN'
NNTI aTP^It MHaa faNllJ PC SlwaavaeM eR $II yKmM r+dlNu+uurf
H aMNP:
A kaM N.nupM h0. 9dN Wth 6 feC NA'PAFN4 rx,e• w aylaq Arc
aacf++W'A^a NaHe NeSaA'T laNn rte FW<I�eaearly ttl•Nta W<a,n
dwR.ad IeAJRnbl Y,twWmRn NI PnNM I. carp h.
3
/X/
Pal
MauKanarce ilam,.mm,•IacMtwnnwM.'....,xAd�awtta++aNNaY.hw..,,
rcaaRJ IrDJN vpmMRdy
Rluwbi the IaHN ul a :EJimml fMet aUW,w, tw, aNMNwM N Lau,-.
IRIT34•t- GRWvY nl.rPly.
Revw•c arIKM+A dlPs.iG w ep'aAtery le M+ide eawaM W,ya,nnn..<
W Iti Iwai. rw and M nMcr,rwr. •m 11< tae. letr r.c M aaW
RWrw+dmYae fmr dlail+i clnlwN.
ReN,a.r aY b+r .a,sM aaU w«aR� vbiaQd drnur aryl vi�N +e
H• p+Je am ednlus Y aiher Urc tmazU,Ah,q Irwl.Nx ✓R 1w« h.:
Pwrrdf Maaa N
a
SEDINIENT FENCE
RRe rMy w
ff�rr// 3
ih :•-e:x1, FINv -
fatRW y
orae
CHNN SSeectTI
idt
51ed +or<n B YNN wt
yy
ow"
.NRI .:�►
3
rr\
\
PQ -2
PERMANENT DIVERSION CHANNELS
CONSTRUCTION SPECIFICATIONS
T. REMOVE B MOP ERLYDISPOSE OF AL TREES, MUSH STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SEC R ON MEETS ALL DE SIGN REQUIREMENTS,
]. VEOE TATE THE CHANNELS IMMEDIATELYAFTERCONSTRUCTION.
4. USE PERMANENT LINING IN CHANNELS REFER TODETAL SHEETS.
MAINTENANCE: INSPECT DIVERSOMS ONCE AWEEK AND WIER EVERVRAJNFALL. IMMEDIATELY REMOVE SEDIMENT
FROM TME FLOW AREA AND MM.E TIME LY REPAIRS TO THE CHECK. DAMS AS NEEDED. CAREFULLY CHECK THE RIPRAP
APRON QUTLE TS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE PRE A PROTECTED IS PERNMNENTLY STAIDLIZED,
REMOVE CHECK DAMSAND APPROPRIATELY STASIUM ANY ARE ADIS TURFED FROM THEIR RE MOVAL.
SfTE DETAILS 1
z
;441404

COnstniction L Vlore p.menthe linin P;ddiae,Fitnn Drownmthe p+non aShsr U.
Specifications 6aemYaa
I Kap tkaaestate ekerY m.Nt bG,w namm; gmeN kvd
Q_ Ra dwn sah..ow ti.c 3� 1 broke
7. kxrend.stur<mkart l.3 Yezbewdd dtkh had: (pigvrc 4Nlh)miury
- r}an _wg -10. eda u(Yk•'beek Jiro
1 }tr ruw.urp h v rbnm m m na rp,arw at Je Iw ap dv
Iwo dem i.16rwn, .n thr roe ca:r w of!hc app" Lm
A ttpbv w,; cYawla�tathci-watt cheat b+m banbury low. Wvt wu4l
{h¢H mm.p
6. Make tine llut thzcWnpal ma%rnsra tlr,rnat olsveea datr,a pdae.
12'of Woo- 06a AIS,
.weed»etre
r r macho uwtF ca.earuu N:+me4 aanww)rwr entnoanlydrw,ix
1:9
:Iwzt.W:Y, s mwadn.•r W d-yem bkni.Spt bum t6vPlrtd
t ,ate tw
etx,rtssd d F'a 1JY w-eral P^6tw bu p a'pkeabk er rad'.,
Mnn^'!'� ac 'a cJ r 4 -'a l IPm,k lids rQrl arm M fFtpt vjW
arNtd
Ckms d 11'0 ap
aavpaJ . tee pct prvawe a.14, CwNmp n+uMae.
tea Camra
Vr
L Th. diyeMT Such thol PDIMS
fliW Lbrh
A and a Ye& cl mml ekvsticn
\
a� A
et;n 1ryee+ca til- rMe., of n,•r>Md t:r Paw bP
C_'w nvh 0-ld be meolw ram. W m m: brr d ba gem x doe
- -.>' fop .lsse swtrr :Jwuhl k art k aa.n pw,u. L 'nY :
• tit
Gloss-Sec`ion View
ye,
^+'.- `�;:.
Ayon B.SA.nu:,ecMrk Cam abwal,Wab tr pvcPtlarn Yre otmfl'n hadPmMW WMn Yotn aYng /;aWm Fw
Fye. elJa Spare ew-aa.row.awnm aoyrtY.oaaeatduwew can rw.rewbgalbratRasa.naan
d'^
Maintenance -: Ydt,lam, emirhaemnn rte!, eektrad,9a mvb wgchkwtl L2
<asmamda nc�3 'Mex a:upc an! adlsrhwm Rawx
uu6 i.1 ,n 9mala) rsuYY Crvx and rydr mmw^diaMly. lkam mN adatlen:.
1,n M1e-ripawlnregna.'-1 2nepn k.y rt low rlRnwniwwle nwaN Ta6N L.ti6e -Compost Sedl hllWi Fbw Rate
.._31
-7JIM
Mw, nmha,muNr Jahr:sYW W+dd a.hg Yr chimer whmt Jd.
Rbd I 12 Yd to h" Yak
Atwriprr mJa;w'Iswa addrfm+klMa.J.,vc baN�rk aanademamrRpm
'L'CHECK DAM SPACING
hip6grn comM be cdgek d'tkc dem C' , ald-o-veldasty. It
SLOPE SPACING
ripiihma cars DNwen&b, rddibasl aWaa ar s iwa br. W.
U-1% fY
­hv. 11w a prrtau c riprap {set m Pm paten of Jin tract,
y% tf%
Ra nce6 A.X 4n wNP nrdl wv 4l
ti% !J'
Rraunx admtnra'[aaered 6cnird bz dams as neokd YptarmlJanmpr
129b 12'
12
nelwsmlregefstkU. rA,w vie to Ntadrtir,Amuph lkfrale NYekddrt
i. hhrosa ul,M hr nw Cwnnron kik mpp pnnx e e p,ecflroraia a.".it .
»! prcwW hype nowt baa pmying,sdmart mor the dart nod niratar to
aba+r andln ttx+uv dlt.rurTwv Alrknt
draw es mcdd b nmelme dcvpn Muh, ww avec aecnas
CHECK DAM
tabor. wkh sauaawuf 3 orches situ+tY shorn Is _es. v-vA
PiHnning (ani`ay. wN.Ydt s,d. ark w dukeard.-jet m
Tk. Rrx'}f' s wn mf� dit. micas atgF bY11`1." ,:.
CGnsNdQtNtpr}Y --hw ]6n wx( n.n 1><y.v do a}ail Si,l.-,.twos
.d_Je_es-el auu,a. kSad nis:
� Y w •.wnlmrte
I ' t»,ttt .roti
w rk palttw„+e „min mr,k nose ,pnn,u. ,rp,
t ,ate tw
etx,rtssd d F'a 1JY w-eral P^6tw bu p a'pkeabk er rad'.,
Mnn^'!'� ac 'a cJ r 4 -'a l IPm,k lids rQrl arm M fFtpt vjW
arNtd
A.knl re r a pewkreaaa. w Jnb sr v.ay Se
aavpaJ . tee pct prvawe a.14, CwNmp n+uMae.
tea Camra
a n n:N rc^ rrmSa, µmdw;u mry Newr:w.C. 1 Tdnd
.id, theata at w to ale a !6a vM1m ear rack. wCk
a 6ad-grwbk 6e'
tlmnal am.. we Ivy.. MsvT A pednt.t I aW mors%" Wei;
aevbR orad. m a w araaNe ptaphF aver wapc
I mrl d5n ere tw Sard { .. wbw aaba fets,.FYa Cud.l.
vav6va6la",amrp av- N/vmmnometW ! d,:nia Am rat
Uegn IJtmm n MuwapnaLtA rvry N. dmeill wd+a:i+,
et;n 1ryee+ca til- rMe., of n,•r>Md t:r Paw bP
C_'w nvh 0-ld be meolw ram. W m m: brr d ba gem x doe
- -.>' fop .lsse swtrr :Jwuhl k art k aa.n pw,u. L 'nY :
YTMd u pcnznf(.ear m otic rk, Ik nW akwhl h hslsow p
airs r<;mpae W Nov me "i et se ft aompv ,e.1 nab PYw lbs.i;
flu! 6e mi Ue uT.JP d•1+ewv- Who raadT PDwe eau
Mi vg mohrbl d Se o btd mva.
fierw d
d,c aiaW1[d won M + IoM aFm. -a wrsk woe. a wewC auk may!e
nwWvL istabsacNva i -w -W Ar 0..*- .4 b"-s!I-i
tint. Tbs regr,d yvw rMaovrh,rdb TkNe F,C6r: :
<asmamda nc�3 'Mex a:upc an! adlsrhwm Rawx
SECTiI N
1,n M1e-ripawlnregna.'-1 2nepn k.y rt low rlRnwniwwle nwaN Ta6N L.ti6e -Compost Sedl hllWi Fbw Rate
.._31
-7JIM
MJI cutNan eek brat lnetm Jmaw be stared Ally arc net. YQ. tiacN
Rbd I 12 Yd to h" Yak
�Wn
d eonlar F/an ak+K ikuoa
(WRwtiaW4l adl uiTfipw'rd) MnWeA dwd
A%-
-�ONri "Ira n
Qcv,dl. NQC err f fay i kcCvaF vvny n u.olar Oc It nm Sins-
pki'Pra. 6r and h,nm fiftoi Uh ,'nanr^, wanrywlbe rieeeed wa Lluglb/d%
Wpll 1 7!R F Mg iJMR /,kV 11
fit4w/ :Sb M!e 3flla
TiprwA the ow ttyFYnalkfM
TS ttwE Il.Ns11 t'J.fCW'fl II3Crs'A 3Y Mw'n
vd- Wl
9 ttw eL c lb.y
tint 1k ueetun wF'YsC'. Y t dt pvi*� ftlrm-Ot IIaY
,)_M NaJ 1 f M pslnl y rltl VaM ! YI tors N
InCata 'w lk "eus" iN wertt ¢nvwpr Nre !^ 5aoic A FetmR'e
ukm L%sgad m de e /,���a�.�,L
1l 6ekp@. ba cvCamtt ori mus h NiN p`aa. OPt alba dwabia „ra Np Y„wn
PATAbt.AT1oN
h .hnW -arra T 7' m Corr raLwU rtaC,w 6n An ,oJ % papA Spec -oft-
i. hhrosa ul,M hr nw Cwnnron kik mpp pnnx e e p,ecflroraia a.".it .
b oak lw Ceara dgermT.wt vwi Sed C1ari,1i 6e pkcat' +mv,mms
p ofJY <,W -atom+rery for kr Ik wrck 19waFi-ra airnb
aba+r andln ttx+uv dlt.rurTwv Alrknt
naafi. 4afipa¢,Kd>Ibe wbet YwaeA bCJmvtisLam:.wmdcWnof l?
2 Compo, w.i., rhaMib haaat aC ntn•.n 11s, wvim nwt mbnwauos
tabor. wkh sauaawuf 3 orches situ+tY shorn Is _es. v-vA
uA M pbr.
If Ca.vmpxF r'k >k Id.v po, at We nrwl 1a>rdsne 1 wy k aaJW
I. itiot m YFnI{nknl, Ckw aY rNCbucrrom !x6draf mace. efudt W siw''.
of bsazla ter (a.. p cru bd gm
ea6«e parry t!:m, ane into ran ran lout r .Mb mrra bmtm, nt n
ship men:S�amn .vuauv.a S. ee .m tm>rnl }a Anuimap
f - yrw- !. N�^. i+sluh!<•nchms andr6 p+aal. ba b-,ahmb
wmralt tact
oam,rp xw..W rc tet i La Iawa.m9 prcryvu.
J. Cuvyuw aa4 show w ioeaYeJ _.m b the roe a. -&A A-,.
afaYr r:
Ceraw•, i>t In fsv Q¢ymeU ai Ua• try., FesC.k: t3� fhn
derwwf lours. wC.i!.Rcmirar.W suint am;n
ss
vss 6wk1 h n, -w-1 dw � pf U.-"- ,.� --t. tae ant w Jr: '.
re. nadu.M b, -anW kJ iatric I"bwbgi:ail deeenpw sun iu. hes
M. ^N !Y,wd, ix F 'amu d lag mrd aa6ir+w the N6x iwr A fa
_1. s as wts_ glool, 41.1" tonus -IT dvm 2mN a,am0.
the_fel fi vets
-1-1-ivr In dn. 11-PWr+p;Nbr„m Cttynwrr.rmrw!#aw'6:pr:uc '
broom p-.rcmnWYl rvatrpalky malice arc Ls fn>rwenwe.a
5. fi71-A tcabf ueuixmti won cnnyvm m+ke aavtrcrk q6r .set; Er bp.
holw-lkn Al.'',Ayde6m:w br a 'Ram b lobo Rnbm imQat
KphWY. a deSoN M !A. L`fN Put arts. i'he p>mper frm-n rrst +',
boa deArp.
6
.twmient Pny.;.r or dkrykrA p,paiity epm�fiea n Pesnim F ;R. r-',
6, Od. a aJn M1epbk Qvvwaaf wsCa :' % :" M Crevr :�airw anapA he
Alvaaen Tnkk n ta. wtd ebe Acoyt«m rFpPwCY eLe S::glwy mom wsrw
avwP.F plmn Nira;k,6 eK cera M nw.wq+!w asM. 5traa
angnwn '-'Fa uc swkrkikva:
pow he dkIilllesWM
inruxk
p�reJ,
a:. uM l 'IVFit— 6.661,
gw inapPlred6s
ft"Iell, Aft
leeeeesi fnhm seled ae NsO M . rtPe1kY Rade
Irian Site -
wnhikmmcim dpw I: 4c6s w15 amRI
ialvalxnerdmY ab;.,ctil,eamNs'rnrt
i' N%(Y 1/uimsm Rrtldr. SUJI
d'll` J►.9 %
T. Lr ,dn ran -1119 e: rut rysaTk 111, who a kt mF uac0 oc l�aawm3
%Redv 6.-9 Crap BwMq.G .npkrC »fimr p6n rw tatgvq
MawK fv.*Q! „ !tC ucJ b.4iwl au krhWdYie rYz a+taP
W a.M rem 'mJIFr rN.A Mile deaouMean Y aolTtm
mwlfav of want ra/urodbul,<uvR^t sR�igutim.
}. gtlraana wrl Yr kn rPa'd qe ituilerete m>r 6a
atilrd f atku6ca da <stnNi,bms fl 'y,TwYau+,ef
a(airw:w>".rmn„ro6n�eaY�„�ar�tYm�mnrw.,t�,�a,
MiliMenarlCA
hnprct um ynt+ to waskn sed ante csp »pvhoxmIbe r
ftk•.ie;!
aeacY mm�r a.:anmxtd+td far. and dt.'ra 11Ynmp-wl>,ek
R ryFra H • ,n"Prd bit 1 SwMAnp ee. ne -1 may
d:nMw•}.kw}%1 b Wyt b Mfkr Th1
Wn4
„nSw6C oa "bsmanv 6'uJpCd 1 m^P trck_11
J .rant
'uryorwd duoa.rf141Cia and v+C amu nc�+ocr..vcN
Qin avvnwlW bbm3
trkhwwA41<gcycuNc
t;aryvr rtutu e.a mtm^nledarRank lane mtxbaed n:cmuMwwl6an
4nwpr aarrse:d wYmir. uawal aJ kad¢tdtaY.r EwN:mr,uro. Oaaniteril
LwabaFt CYNaieee area c.,:wa nxrY.ry an tc, ,-fait: ream!laai
rrdun.ny 6Cd Poco' rah •-. •., mbe.6ug tv 1.' Nauy
be hrwpaaW esu the sal amalmmlrsl H t 'utC dJY
Ir!'anam rtabaFWlweLwiparA LCer4nY be capsUem:ma ea tee plots
rr v,a dupaad aw;'mfwrra aWr tm>zm moa x,,.:x.. Ira
fiat npYrympC.i®I 4160 oil Ram tk Cili.puc: s'ppw:y,
iha phrwk F,WQk. ^s6 'n,aB turtCrnl 'um;macv m. yrxil kl: en
sk�liindc,owabk rcn e^F Karn let tea dntFPaneark
WJ.,1vaw1 n .upkat%3 a. ^!we.•Y.eRanJnwmty 6vr
t neanM 1 rwa irFruaF4 v.Nr .. }aC+np ^aly elkplMagwnrW
arA.sp tel a:n„a! amt.ikpaal.
COMPOST SOCY.
Consumbon C:arnF wo-
SpeCifiCations L' rn d w -pe) dta w"' if rmt properly insblkd. 90CP'a " prwhsbpi
tun nvvmon n t.-& Mrrprr ttNWiMhn 1 kyxm".1 I,-., -I,
N w kd. if an p "ify aimed ICM ao -w d, raga. ikm wia psnbably txR
grow' w Jaslyd. Proq,n nabYegNmltw ru,ectHn, h aka impmtire.
Gude Ju eortab fi'aWYuanarrb fo lbai qw m.ruW fa sa,Wvb rod kxysa.
wneo rbdhag print Rt mdaiW,taA lolhm U+tge.1 a eat hM PM ­l,
,d twnhean,u, Pod w -ding in.carAn-z VnAflka' m. A.1. Ah p Aw+. ,ilf;.
and _ utl�Jirlmh luu-.s au'c brf ^SrnJd lheubwnilmum Spr d
d! f eR1CPbuapm!x(lmparieel:RetmreaY luaus nxka,;lirtNad',
urecp: na,u, gtn+aiavgA truh, aodwbr. ubeeafiuu 6om tkcFoil F+w,..-.,
Mott fa ttirtcc caaav I.amca! ge xal am1'mr and ibe AECP.)
'1'em,aal nravvrwnOiweS eaymmJ at Rk('PetMdantl teTm:tum acxar
roup be c0nbue,ed aeCora rlummda a 254mn i -.6,I ',wl ander
Hmchzs -M be • mmn"Lm aP it behm m depth sM 6 ircta-rim _ft
*bile iaest meleh", eA h' Iy h bch- deep mel E trf wide
IaatanPgoo tar 9kga 'Yntl APIT S3 fizl be u,p al gn: ahryt
vd - 1.: a,. -..,1 e W tramh mewacmp-N-le-SY 12 inch- doer.
M n iabn wi&, Pm the W_ls s I f.. s-1. p qm Isct-, of the
o ;b. bakfll. mat canrryt Uurdl ik NiCI'dowv lar ek w J.e pupt
manbi eo j_ amnN'mwvm Wt•.11 and 0t KFXT thebp W)x 1
Idly p mWit._
of I brk<s Pi+ be ki CP b !h, geed os p tray+la s
pin j. P 3 CM .Aes-- }.-. Lara L•cyuw u
teoccoble as madras ahmeF.
Maintenance I. bur t Aelltd tical tXaami ifiwbu.•'i. K lea++ weekly aid alta rs.Q
Fijnutkau 112 Neeh m g,er'tl+ku fail a reper r ..Acedy.
1 [;ant tuYael with qn yrvmM trans he maimaiad, � ecoYim Haat cwt
nccm b.wth lbe RY01
1. Ma P1Gw of,be AEA:P Ihat as dnawgd stow m chis antmct wail thz
dnmd "I k mpsk ed ant snpkl
ti /f emsmn court Nvh,pmoty snaerJkJ tlmraagc. thcprdrlem alwil be
nod ant,kae,add A+ea pMtafml.
5, h"mobw ran! nluif the KFCp an ttoeaacy -0 I l"w cava is
.9w,Aea
,m w
umrwT _ ' vie wn
1. Fnexi"' mar.
UNTnfNo 04TH Al_ a Awitammoim R1FA1LATIONe
tsaly w_Ylpyyve,-tswrcxrA.eu.rw.m
n. wr✓ewwr � Y'.e
rp Cup
.solos n.«.w vr,
,avt+1`ra
PLAAI
Fv 6 fiob C -r -t sm* Matanainn
INdiagen in CAmneb---E%nvrc rsrmmsl bexhex l l? urh ,, dmp a4 6 FTp NbN6.17d TnmpWNNy Ch.y j Liners. WeShiyECn Stals DRPet',n11^, M ECDMgy
rich-widelamea gx CkmuNmthc 1ppa anS kwr. etM rl&Yaede�etsl
,�aee. u a+ -f a t. �,b� g.e dw�t.p,fia nr• RLL' ,..r w.-
clamwi ndba is h inch F 6,xh tm,civ.+orFy imlaitiryt N+eul;. gatedExrmvte tharo:d to deign
rowcofaelvaa. ibwrar bnpkudiwiHeachn6kphahep,rad wtirR shop orera>p 6'm1n grode oral crNs-sacrwn 'f
tdtmmd cups IaWr'.e was livr) b wh h Ia bary t6r ueJde RKY w.f
,be I tk EC ill t Re duw•tas.b ad at tit¢ Ifee.. Pbcc ,he. Cml of
the Dist RECF m dx tenSiaei scab Ytd yM it M I k,a trYCYaY aNmg Ur
hub.. nflbetre ik +p. Dn;gn eep'i,
Nbe. the RRIF b uw w phtd u"Wetk+w»robe trench wilb thn rMi rm �L' "t LengtFud l
Ne dowTrOero auk afJe frzawb. _ � anchor troch
(dncc pimcd ad Wrkfil,,A ,hc REC'P ie de d hg win orwcal er+vd po a a(e•,+
ttbY ITiab' aver 1ba Gr4q SeWnd prepare
uq, nE the rt'nth ad t6vp sprat 1f rhe rhmuul +rider than the
pts drti lY. nlae w r a'rm FdlF 'n rc+mlail hareswpPiaN _
ibt. ptj I tugs a m.mm f d tsn ft I I k n krr• Iv hlr.kRR. avd
c q-, Unroll the REIT u it, ny st v , dtrcceun w 1 r .bby 0. Rrt
le -imam _k. I and a. RLC? lack over keds pirRigling the roll uu z
f
the d -_ode of Wa -d, -d aM i"a 4. ne b -fano a, � Tth 1 runt n rr
wench hwllnMs or h.H
rtin(wtt,nent mots
Theb pin des REt'P l- layers) w 0c. bob , ,f YK earth, bacUll, ant
ranpnaL ('avium an Ike Nnnwl Isfvtgwrp ora the 1nP otthe inxam.M.rnt
t Al tapeztil,g ibis sWV .,4w lnlpmivent Re hof _w _hms tbu 1,0 t 41RM check Flea brpi:.dmol arehm rnxh
inlprT U'fndmtl Yeah,
At the apper Iertnirml h 1ch.. snow d RFIY Jr, cunknm b d. -b,
err, with pies " m Sky 1mckDR.. -P&I IoM crus f+tq the mal b k Ip apf,tnd ante nr h"
-the IT Iill, V-1, w sora RK - gnat t?b Jea nvabn in Ibc• ,11 barefmlMttatt cheek Fbrw
d -w ae,m d.,Ceaoor. and pin r 1 ftrm -.I, avlewF ft RECR NkI erl
roan PmwaIWe--faun Fdy hrgin ins utmb Icy M-glcdap-W urmlle Flo- Will ant apply sod
p m - n d 1 tea wah nppresJu REiP oa kT 6s pmeap yelffliny. phase ba+aeitg nknuts. trots w.
(be . a(-Jc dpea of gra Rh('3 0 b longrk<dirmt t_I_ pin. 1Yrtfep, nM tel" -y eMmei Poon
arm.{ntl.
A -1,.I neck.
ar 1'. (nth Mnlmua Iugth vnadeanulaxwrermmmadal(a anebttrivpffir �,�`
Rl.Cpm tko gtutux:
Thi raps aykww Krr Me Ay ofticfey+b ,ipin it Au+k -rdt the prwd
surf a Asha rxh RCCP rrcty }fan tbng u6 cat6r L a}brLuM
sitter. mop he .11R6-1 in nemmnxMrr a mw d sct;ax P w -ifh
nkm f m.- Yng+h sfwaYs•+wtd pxhwd -13 Fro akmg th -b,
I.Wift R141&.*I be Spkw by or o b mivy I row (b the avatioa of
w w1 -1, ti pI.W w ny s dnwtttn
rbwuW.Ve RFCP 71,w -IV -1buw A _hsew p 1 fora sPniuN storm ^�•'�"' .
IMRIX'V Nrtaa iotalimp rmktpk vrbltlt atpa f+al seminal gte'aeon an
G,nnry seem po-ihebi maYry,ikwb h; tlmdbNy arckrred.
Fiaum 6.170 Cia­ hbtili b atW slope balel ia!; Vrva14il21- Slab EI.Wgr DtyeM-1
LWg:td+nd inch-. �
r-ertc6
Sic
-- - Trrmrn! Skpe ant
charmer anenw w•tmie!
1Mto1 Chanel
bar '/Met+
wniwince mrw
wep.Su.,rT
m>aE �dT
rPCCllamnlla' mvAO Yntao�61MYPart
�fl 1 r ermnYNwpPpa6a aw
NV ItR
1. br W STORAGE G'.N' Cr'l AND DESGJ TO
PF -SRI fLJ TIF RerAMF*, SOf TNF
I AVn JSF LLt1u'G--0M)N ARfj.
2.AST(NRfilll: WIC NL -T R(Ar49fYR,
N:G:,Mt1G nEJCH GAL uOT lE
�WSTRrJCED,
�. U'Otl GO11PtETpM DF TIE REw®IiI/J,l
TIE fli6Fy TDE pu l'tlin LDARSE
AlgM. UP TOTIIETDP u nIE D(fILET
RISEn. P7��'m
r�Y
TM �W I TME x11
NOTE:
L 0.,* SkU to be mtatrricred per tmm,facnasrr Spurt miens.
2-5rdnrg o. atapltal laycar par•,wm,faTvre'f T-vfim -
(ma�n*ra F�M.M pErrn
E:rAsas S'a
"CAL CROSS-SECTON
C-0)
GS
( T
A
N
D
Rj
H
O
E E
A TA
E 8
T
t Tmenninmt
i thstk slot
ROLLED MATTING
NOTES
1 Desyn rNalt­ a eduy 2 fUFec respire tenpins, Wwkets, mos a -See baro to protist
Feed led Sal( mall vygclnwn be,- K;atNthd
2, Gross Aad ekumeis"design wk,-- tics a eedUp 6 f -b- FheWd bckde surf mdwcemar,
cools
ROLLED MATTING
USt I tMll-1,, 2I 1441 I INU: UUNI FLH 1PNULUK (CL) IDN AJIWUVtU L-UUAI-
USE PERM4NENT MATTING: NORTH N&RICAN GREEN VMAX PSSO OR APPROVED EQUAL.
Slope smiaca Fhdl ht PmeaM (xfera
Tr rhre .s a Gann o' lnF rep of
111
►iattlont far prapr:,dl [a11taN.
bga.oxlbr spsbpe of t. Ix^m
DEW i0 BE COK RZT. D %V74
5faptinypnternas Mktg c�+��- Anchor 116' 6 T !
SA VY-Lom CR OTHER SOTAEU
Pa mmufenuvr4 ,�
ncernnreKYtprrs ,y`�
mrd nnpla a. I2 Y.is
AUn 6 v
fbl ALL U/"'"'I . At A,"N
•-•
�.) j C aa'TonY-I'MAs r-o"W'4i
wC4 w%Aepm It
NDE'L4Rx.Lil.,I E4^
/l
1 ONf1 OWGUEA sEd1EX'U FAaW
a
TRrwA•En
Int act a rewyRae
ciaAR w'emAs s v:mwwkv
,�
•. c. if:a asBrs a(sv ri Kt[Rat.1L
Mi vg mohrbl d Se o btd mva.
fierw d
Rwr TaursJTck'aa�
D' rot tient<h 6�mN.tt/mali { ht-dbw
' 9 9
V
curt the 4',md Ftraple aT 12'
SECTiI N
'lift rag' M cmdtmrR to ae % TregtA�,HCY
:ilttMla
Far lbpu I- then SH:iV.,.Ik
t,me, ferd:ee, mut feed before imstdktiav 06"
err be pmtd .n tbna w nrvpc.
of cwltm Trete, nr, Ow pcca• afro' Imbetutior,.
EXIS tX GRFJk
GTpI TO EE
w AL0N6
111
C(wwR TREATED TIMIBER
f 6Yd
DEW i0 BE COK RZT. D %V74
CEPfu
SA VY-Lom CR OTHER SOTAEU
l
Tt�VEAB1k' MATaWn
fbl ALL U/"'"'I . At A,"N
•-•
�.) j C aa'TonY-I'MAs r-o"W'4i
wC4 w%Aepm It
NDE'L4Rx.Lil.,I E4^
/l
1 ONf1 OWGUEA sEd1EX'U FAaW
a
TRrwA•En
Int act a rewyRae
ciaAR w'emAs s v:mwwkv
,�
•. c. if:a asBrs a(sv ri Kt[Rat.1L
I ` a
Rwr TaursJTck'aa�
�
f&HAR pN�,CI{DR
SECTiI N
TYMAL WLTRATION LEVEL SPREADER
i" s 14
SUPE VARIES 3
4:1 TO 5:1
r' NTN.
1 2 I
INFILTRATION LEVEL SPREADER LS -1
SITE DETAILS 2
�J

APRON IWIDTH-
':V2 �.
IXJTEG:
t. RIPRAP GHOULD EREhD LT DJTH ZIDEG UP THE APROµ
2, THERE Sa L-LFLO DE NO OVERFLOW FROM THE END CF THE APW N 1O THE Z'RFACE OF THE
RECENNG CHANNEL THE AREA TO BE RIFRAPPED SFVALL BE UNDERCL'TE'O T ATTHE
NVERT OF THE APRMJ SHALL BE AT THE SANE HRAOE (FW$H) VIITM THE SURFACE OFTHE
RECBV W+HE
THE APRON SHALL HAVE A CUTOFF OR TGE WALL AT THE
SOVPNGTREAM END.
a. THE WIBTH OF THE END OF THE APRON .HALL OE ELTUAL Tv THE BOTTOM WIDTH OF THE
HECBV� CHANNEL LIM06 1LI TAPER TO RECEIVING DCN/NSTREAM END.
A, ALL SL'BGRADE FJR ; TRUCTURE T;; BE COLIPACTED TQWA G' R GREATER.
R.TIIE RAGNGOFFBI. ERIER LOOSIE OR COWACTEC N TI IE RECM10yi Cl AFB&L SHALL
NOT BE ALLU'NED.
6. NO SHARP BENDS UR CL'RVEG IN THE H' RIIV. WTAL ALK#NUEAR OF TIE APRON VALL BE
PFFINTTTFn.
,'.FILTER FABRIC tWLL BE METALLED CN COMPACTED $WBORADE PRK R TO PLACEMENT OF
WNW.
t. ANY DISTURBED ARES FRC H END OF APRON TO RECENN4 CHANNEL MOST BE uTATA.CEO.
RIPRAP APRON
METHANE IYIRLATION TRENCH. T20 LF
SECTION VIEW
WASTE CAP DETAK.
PLAN VIEW - GAS Mrr WATION TRENCH
SAM LANE ESTATE
LLC PROPERTY
Bo NONWOVEN
GEOTEY,TILE FABRIC
(ALL SIDES).
PA•30IIVE VENT-TYP, OF N
V PVC SCHEDULE AD
V DWVI.ASHED STONE
VA
SECTION VIEW
WASTE EXCAVATION AND GAS MtrMIATION TRENGHWENT DETAIL
s
WILD TERBWEVENTILATIOR L
4' WG SHEDULE AO
14 VENT2 5R ON CENTER
ALONE; LENGTH OF TRENCH
(r20 LF). 1' PVC SCHEDULE IO
nMENCED'SUIL
CLAY GAP
S' PVC SCHEDLI E dP
PERFORATED LATERAL W"2'
DIA HOLE. R'O.C.
8 — NON WOVEN
OEOTEXTtE FF.ERIC
(ALL CICESf
I' WASHED STONE
SITE DETAILS 3
hrJ

i J
al
1 •, �. /N.19w, rzcz)
\ j y .\ a ✓ 0968-81-8114 —.
(D.69. /J998, Pf+. 1262,? -� P61 0869-i tab
'\ /.._ V ..\ 't"i (er. 661 x u9s,1 N/F
;� r.'NFENE IbtRx A e (a6 est W. PG. er. r
•. _ t - ', cnc+cEx x 10017199; na f701�
WT ACO". LLCn t t . 30� 70NS SANfTARY Per. �S�ar-else `
TMACr 1 t l.) t / SEWER EASEMENTfa,6 45189. fro. zeal \
1 4 ` P*.. 0656-41-0120
(DA 16241. P0. 7078) MAL 7991 �' 11921 1
88'1543 E 534AT S 6r7]YYE 2
117
N9
`v � -_`_�� a� �.. - 7 - t Air •\- �,�1�%j�
k l SEDIMENTf
~ ` POND
Pft 095P-70-190
FICIAL
WA.STTE (DRUMS) feel t991 ax 12M
15'M-SLOt-
x 9 T l 9 til 1 tc SHALLOW
CONCENTRATED
$ �4 f� CHANNEL +tDw sto
FLOW = 485' !. 1 '. l! 9 r i. •t t i v
8 3 i r D-3 DRAINAGE r. 1, ty 'k kf I } 1 �, ttti
AREA 875 AC S,eve�11, '09) i 111 t I t 1 LTr �,X \ i1r ::I-
4 r Q75 = 7.25 CFS ..1912 ra tat 1 t e t 6 tt t \ I N fi. ti tt t
�• gg ! f, �l 6 t - INTERMITTENT
tl1 11 /,.� i Awu STREAM
tc CHNJNEL
D-2 DRAINAGE FLOW 530
.. AREA = 1.59 AC
023 1,32 GFS t•, fid•` a '� r
to SHALLOWtc OVEPLA10
CONCENTRATEDLLC
41
FLOW = 2.0' FLOW = X00' . 7 ! su�6eev7o�Q \ �
7. \ 7 - ' 1 ry.. 1D.a. 8766,
if
EF)F
g PM! 0089-80�J21.5 �•
,y e..ss urE EsrlrE, uc / tom- feteq I+
(B]1.-4992'PC.
,T71.s5J. rz,
�0'OB'pe• SR•'JOx Y44ae SL�V'A6pV
.s' /
r z / (a -e 12i7.Pc.1s7) is OVERLAND r
,eJ4 2016, Pet 1567) FLOW = 165 1114) :71
57MA FT.
-
�I
1206 nc.
r`
r' . b �IR1}CBy j 1 x / ' �> ' 4: • we
J _
y. —
"_'�� 6
DA
TA (8.11.
Lt7.r, uC 4 '�'�.' �
�'�
\-tc SHALLOW (ptN•12W3. PG. ml) Y
/ --.�- -- CONCENTRATED y i
row = 50c),
• . w" - �..D-1 DRAINAGE AREA z -
•\. \ tc OVERLAND '4esr - 6.82 AC � t
1r
FLOW = 3D0 ax,-
-4 4� .
�..
N
PRE—DEVELOPMENT
DRAINAGE AREA PLAN o w
10

8
i
' fNNANT, j
� R� �•� �ar. res; u9u � i
6CrkxmL BRAG R. a KELLY
i 5 i t PIN: CCM-41-61 is / M111a19CI1..1A`IN J. k
((i
;s.r.R. 7JM PC. 1262)
�••_:/ t \•\ I " fes, 99; PG t292) N PN
1JDee, mem% f-9iD6
IfAPK A R I (ae. PG. iZ.Tr l
t ,� wrrFAtm, 30• TOHS SANITARY LaN K (ex 1189; PG i2c2J !
TWT ID `•. % "• ol, SEWER EASEMENT Pur Dosser-else /
;UA 1.5159, PQ 284,1
{iag 1991. P•:. 1292)
._•. -.�, „ (a.0. 1621 J, M. ta28) -' -•�
I N ertsa{ a &MAT
.` ) S df'ZI7R"-( Z11iT' _ lfp7N,
Prr
L+9
Y}_` SEDIMENT 4„a''x ,"/'-
PONDa" porqT a SRI
pm ,?,k s
903
fa.0. 1165D PG.
"SURFICIAL ally i
'}3 ,� \ •. } L a WAiYF (DRUMS) Eels. }cgs, bG r2s2T t
��
f f PD-3 DRAINAGE
l AREA = 5.0.3 AC \ t SHALLOW \ ;`
Uz= 5 90 CFS CONCENTRATED '..,,
N
\ e FLOW
d g 1
tc CHANNEL
g FLOW - 435 \ �Lc `� \ - r'r•' `
mez2i2 , p'e°crf ^+^� -�l
sa ..,,`� j � � � �' INTERMITTENT
Lit +`Iq!!� ^ f l >s.m .c: ' , li i T I 57RE4N
Lye J✓t 'y'"' � j1 t�.��\\' E+ `. \\� \� ' Y�� f '�
PD-2 DRAINAGE,.,
AREA 2.39 AC
Q25 = 5.11 (F5 '.� ` r°� j,,e 3�?
�
s
r tc SHALLOW t- -..�� 5 e I o/✓%/� \ \v',ti �� i '+� N e
�9, 1 ` V Acaleeax+ L+ cu roaeni
C' CONCENTRATED I \ v'\\V
cwa ur.
( `- to OVE LANG '� •^\ \ VAw LAKE aav clue
�..
FLOW _333 *� R .j y ` ♦ ixe DD69-7o-wiws
r .•` .� t j i moi. FLOW = 301 \ \ \t, ��\ l4. i (o.B. Baas, Pa. 104
S M 7e'o67ee• J I rzarr .wvavrsTswhrs o�+ 4 ��-.:....._ t '� ; I i 'at' �t �t t ^a. i ,(i
R /
w ZurQ. J Pw: a6ae-sB-sm _ 5' ti ,._sass ac t t t i, _ i
(C.9. 12174• M 357)
�`•�1 '" J iaexv. iaroa. roc, I"v (c OVERLAND 1
576,9.10 sa ra FLOW ¢ t 00 J . -
� toes x.
-'O� ,I tae
/ % • _ y \ �l 14 ..I. JY +i� �2W; PG ISM) �WTI. PO. 7561, r
-PD-I DRAINAGE rz✓Y/ �7u' f q✓°
AREA = 9 74 AC i n
(c OVERLAND _r
$ASS FLOW : 100'
�C4 N
POST—DEVELOPMENT
DRAINAGE AREA PLAN o :o
sue r• - ao•
I- - 1
1h