20041181 Ver 1_COMPLETE FILE_20040721

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 1, 2004
Greene County Water and Sewer District I
229 Kingold Boulevard, Suite D
Snowhill, NC 28580
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1181
Greene County
Subject Property: Contract No. 51 at NC 91 and Greene Central High School
Contentnea Creek and Panther Swamp
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.48 acres of wetlands, 40 feet of streams and 4,000 square feet (ft) of
protected riparian buffers for the purpose of installing a sewer line, pump station and force main at the
subject property, as described within your application dated July 19, 2004 and received by the N.C.
Division of Water Quality (DWQ) on July 21, 2004 with additional information received on August 24,
2004. After reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3374 (GC3374). The Certification(s) allows you to use Nationwide
Permit(s) 12 when issued by the US Army Corps of Engineers (VSACE). This letter shall also act as
your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B
.0233. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, and Non-discharge regulations. Also, this approval to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application shall expire upon expiration of the
404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream 40 (feet)
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: hftp://h2o.enr.state.nc.us/ncwetlands
Nose hCarolina
Naturally
Greene County Water and Sewer District I
Page 2 of 3
September 1, 2004
404/C MA Wetlands 0.48 (acres)
Buffers 4,000 (s uare ft.)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
19
Greene County Water and Sewer District I
Page 3 of 3
September 1, 2004
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
AWK/bs
Enclosures: GC 3374
Certificate of Completion
cc: USACE Washington Regulatory Field Office
DWQ Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
raKlimek,.E.
Filename: 04-1181 Green County - Contract 51 (Greene) 401
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
Division of Water Quality
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
August 3, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Greene County Water and Sewer District I
229 Kingold Boulevard, Suite D
Snow Hill, NC 28580
Subject Property: Contract 51
REQUEST FOR MORE INFORMATION
DWQ Project # 04-1181
Greene County
On July 21, 2004, the Division of Water Quality (DWQ) received your application dated July 19, 2004 to
impact 0.48 acres of wetlands, 4,000 square feet of buffers and 40 feet of streams for the proposed sewer
line installation. The DWQ has determined that your applicatiob was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive the additional information requested below, we will have to move toward denial of your
application as required by 15A NCAC 211.0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Plan Details
a. Please provide a full size site plan clearly indicating all wetlands and streams.
b. Please show all stream impacts including all fill slopes, dissipaters, and bank
stabilization on the site plan.
c. Please show all wetland impacts including fill slopes on the site plan.
d. Please indicate all buffer impacts on the site plan.
e. Please indicate the location of the protected buffers as overlays on the site plan.
f. Please provide specifications and details for anti-seep collars for sewer lines
segments passing through wetlands as per condition 16 of WQC$# 3374.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Tom Steffens of the DWQ Washington Regional Office. If we do not hear from you within three
weeks, we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htti)://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
NorthCarohna
NaAmally
Greene County Water and Sewer District I
Page 2 of 2
August 3, 2004
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ed Schwartzman or Mr. John Dorney at 919-733-1786
if you have any questions regarding or would like to set up a meeting to discuss this matter.
JRD/bs
cc: Tom Steffens, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
kq?
orney,
Wetlands / 4 Unit
Filename: 04-1181 Greene County (Greene) On Hold
FILE COPY
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 041181
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing WETLANDS/ 401 GROUP
1. Check all of the approval(s) requested for this project: JUL Z 1 2004
® Section 404 Permit WATER
? Section 10 Permit QUALITY SECTION
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Greene County Water and Sewer District I
Mailing Address: 229 KingLold Blvd., Suite D
Snow Hill NC 28580
Telephone Number: 252-747-3446 Fax Number: 252-747-3884
E-mail Address: N/A
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
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111. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Contract 51 - Sanitary Sewer, Pump Station and Force Main
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN)
N/A
4. Location
County: Greene Nearest Town: Snow Hill
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached plans.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.) No waterbody crossings
6. Describe the existing land use or condition of the site at the time of this application:
Project consists of 3 pump stations, approximately 13,000 LF of sanitary sewer lines and
27,000 LF of force mains.
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Contentnea Creek and Panther
9. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
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10. Describe the purpose of the proposed work: Proposed project will provide sewer services
along approximately 2.5 miles of roads in the vicinity of NC 91 and Greene Central High
School.
11. List the type of equipment to be used to construct the project: Excavators, loaders, dump
trucks, directional drilling machinery.
12. Describe the land use in the vicinity of this project: Residential, commercial and institutional.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No previous determinations have been requested for this project.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No future permit requests are anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
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mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
feet
Type of Wetland***
W1-Pump Station Clearing/fill .08 Yes 1,500 Forested
W2-Sewer Line Clearing .32 Yes 1,500 Forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: .75 acres
Total area of wetland impact proposed: Temporary - .40 acres; Permanent - .08 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma

T e of Impact* Length of
Impact
(linear feet

Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(leases ecif
1 Excavation 20 U.T. Contentnea Creek 3 feet Perennial
2 Directional Bore 0 Panther Creek 20 feet Perennial
Directional Bore 0 U.T. Panther Creek 10 feet Perennial
Excavation 20 U.T. Panther Creek 8 feet Perennial
5 Directional Bore 0 U.T. Contentnea Creek 10 feet Perennial
6 Directional Bore 0 U.T. Contentnea Creek 3 feet Perennial
7 Directional Bore 0 U.T. Contentnea Creek 10 feet Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usySeveral intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maoquest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site
40 ft.
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
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Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody

applicable)
(if Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Proposed sanitary sewer to be constructed within wooded wetlands is too deep to be constructed
within road right-of-way. Impacts will be temporary since ground will be returned to pre-
construction contours. Proposed pump station was originally proposed to be constructed within
forested wetlands; however, additional cleared land will be acquired to allow pump station
construction outside forested wetlands. The only proposed permanent impacts are associated
with the access road to the pump station site. The proposed road alignment was designed to be
located on uplands to the maximum extent possible. All significant surface water crossings will
be via directional bores. Erosion control measures will be implemented as necessary to
avoid/minimize siltation.
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VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
See page 7 for description of mitigation measures.
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2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hM2://h2o.enr.state.nc.us/wvM/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ? N/A
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse River Buffer Rules )?
Yes ® No ? If you answered "yes", provide the following information:
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Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 2,400 3 N/A
2 1,600 1.5 N/A
Total 4,000 N/A
Gone I extends out 3U feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Mitigation is not proposed.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
ATmroximately .23 acre of impervious surface will be created on the 1.24 acre pump station site
which currently has no impervious surfaces. Erosion control measures will be implemented as
necessary to prevent erosion/siltation in adjoining wetlands.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Proposed project consists of sewer improvements which will ultimately convey the wastewater to
the Town of Farmville Wastewater Treatment Plant.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
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XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
-7 '15-6Y
Applicatit/Agent's Signature / Bennie Heath, Chairman Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
W:\D I Oxx_gen\D I00x_msw\D 1005_corres_msw\SEC\2004\GCWSDI-CN5 I -PCN.doc 07/12/04
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
W:\D10xx_gen\D100x_msw\D1005_corres_msw\SEC\2004\GREENE-CO-PCN-CN51.doc Page 12 of 12 07/19/04
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-- ----- - --

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- -

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_-
PR
.. SELT_
5D. 2J-Z
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BLUE LINE
CROSSING
NO. 2
PANTHER SWAMP
+'
WCCHCRETE BROGE
OODEH HEADWALLS
260.96
i
i
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601E 0\
26-
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261.92
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60' Ri
266.12
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11

46.94
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266•+e
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28
lfl e i+
SOIL ORI?
E 7.0
zn•Oe
260.62 ?--FPr rPATH
TOBACCO BARH
TOBACCO
0" 9ARH6
PROPOSED
I EA CDMBINAT
MANHOLE
PROPOSED
'o 0 400 LF CREEK CROSSING WITH 8' HDPE. IPS. SDR 9. 200 PSI SEWER FORCE MAIN
?00 'D\ INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING AND B" DIP. CLASS 350.
?P 259' MJ SEWER FORCE MAIN WITH GRIP RINGS INSTALLED BY OPEN CUT
Q,C
PROVIDE L
RIP-RAP/GRAVEL FILTER ^ n
CHECK DAMS
-. .- 1- 9AA.00 997.00 268.00 26!

56

54
- - __ --_ - - __ ? SE
52 -- - -
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50

48

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26 - --- -- ---- - - - - -- - -- - ? -- -- - - - -- - - -- --

24
-
-
22

BLUE LINE
6c'MS CROSSING 'STING 6' wC WATER UNE NO. 3
z7
,A" PATH
NIV
2 *6 14 toe. A ASe
+FM
!522 _
2]5•ee 276.0. O 277.52 -
275.6A wM TEL FARM PATH r-?? DIP
It• coRC. Aose HDPE
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DIP F ow
HOPE j
'ER
FM -
2.5.Oe
NA
IDIT FOUR WAY ROAD
2e5.so
wC 2.2.66 ORAVEL DRIVE
FENCE GRAVEL DRIVE
PROPOSED
I EA COMBINATION AIR/VACUUM RELEASE VALVE ASSE E
?
277'x2 MANHOLE
as- cMP DRNN, re 61c M
PROVIDE
z76 \68Z F" WAY wav AoAo RIP-RAP GRAVEL FILTER
CHECK DAMS

PROPOSED
' PROPOSED
I EA COMBINATION AIR/VACUUM RELEASE VALVE ASSEMBLY
-B
PVC. SDR 21. 200 PSI SEWER FORCE MAIN
' MANHOLE
5
MIN. FROM EDGE OF ASPHALT ROAD
O PROPOSED
320 LF CREEK CROSSING WITH B" HOPE. IPS, SDR 9. 200 PSI SEWER FORCE MAIN
INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING AND 8" DIP. CLASS 35 0

W SEWER FORCE MAIN WITH GRIP RINGS INSTALLED BY OPEN CUT, . 1

?
L
f1
C ?o Ss\ N (,-
3
273.00 97A_nn - ....
-• --- cro •trv 279 .00
280
.00
281
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282.00

83

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284

-

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----- - ANHOLE ON1U 4000M ELFAS _VALV SSEMB _ -

-- - ---

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-- - -- - - - _ -oar sae ?
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2"'m
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?py? YeE.Y6 tei.YO
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2e..e2 M . - ---?`
TEL R1Ae Yei.YO R/W
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PROPOSED Ye..72
Yep .e
I EA COMBINATION AIR/VACUUM RELEASE VALVE ASSEMBLY
MANHOLE
21..60
2.' RCF DRAW. 1.6/C
PROVIDE
RIP-RAP GRAVEL FILTER
CHECK DAMS
)UM RELEASE VALVE ASSEMBLY
'TH 8- HDPE. IPS, SDP 9, 200 PSI SEWER FORCE MAIN
ZONTAL DIRECTIONAL DRILLING AND 8" DIP, CLASS 350.
IAIN WITH GRIP RINGS INSTALLED BY OPEN CUT.
RL
MATCH LINE
Me 289.00
279.00 280.00 PRI.OD 282.00 _ -n_nn 1R1_nn _

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ALLED9Y-BY
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VIDE TER OPOSED TION OR VPCUUM RE?EP
mow \ 1 pR0 vE` FIL PR COMBIS . HDf
MPNHO` PROPOSED REE `RpBY
PROVIDE RIP-RAP/GRAVEL DAMS ILTE ` RIP-RPC?E?K OPMS I EP 5 p1
CHECK HORM?TW1 H
600 L
Iss S 14 WER FARCE P
].9. 0P°1N,2 IN
T?x1.,w co SEWER F CIP55 350 SE
Zp0 Fsk B. DIP.
5,. Hppf.CSINPP DQITp`UED 6D OPEN CUT
Pp0 OFEDRE L, ,0 8f tDgp pNTWTM 6FIP RINGS IN
u-co
CE m , SEWER FOR
c- 5L, C ?oSS?N?
r
346.00 347.00 34A.00 34R.nn

- 350.00 391
00
.
392.00 353.00 354.00 355.00 356.00 397.00

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----
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SOIL D..E Fly, fPPM rnTN
CROSSING
_ _ E-'-f1C17P1--oE- - xn . a N0. 6
Mv.J?AB
.nD r - J 7 Je as `
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HOPE My .•aP.r Je-,zl??? Ja..o_s??
3ee.ee Jea.ee HOPE I - DIP --L- v
ie Per oaPM, retie TEl
WIDE 25 -Jo
JR" CMP DPAM
!AVEL FILTER PROVIDE Jeo•no
< DAMS RIP-PAP/GRAVEL FILTER F- Pnm
CHECK DAMS
PROPOSED
I EA COMBINATION AIR/VACUUM RELEASE VALVE ASSEMBLY
MANHOLE
PROP05ED
680 LF CREEK CROSSING WITH B" HOPE , IPS. SDR %1 200 P51 FORCE MAIN
INSTALLED BY HOPI20NTAL DIRECTIONAL LLING AND B` DIP. CLA55 350
w SEWER FORCE MAIN WITH GRIP RINGS INSTALLED BY OPEN-CUT
V i
C
00 353.00 394.00 355.00 356.00 357.00 358.00 359.00 360.00 161.00

-
- - -E
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COMBI ---
AT.ION_A
E --
RL VACU
M_RELE
SE_VAL T
C.A>,?E - -
Ex
STING-- -- --

w PAL-ORO ND--

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=PR _ POSED= _-____
---
----
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INS't EK_CRO
AL6 ED-IJ
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ING-AND RCE1+1 IN
B'=DIP- L
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JP£._le .SDB_.9.. QO C E.MA N. - - --- - - --- ---
.IONAI.-
RINGS-IN RILLING-
bu LL-E N0.B
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. - _

1. nzWA
41 1. WAY Pp.O
GCPwl
?CXISTING 5" I'VL WATEP llllE .11.0
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WN
s
---1-"--?IY31D• 21
37 51 lp
,H•5e It
T r'
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aarvEl o
.WE ? 516.prvE 1
ue W.
a 1., rpUa WA PO.D
PVC DIP
114 11
1492 r.UA WAY A..o
PROPOSED
400 LF CREEX CROSSING WITH 8" HOPE. IPS, SDR 9, 200 PSI SEWER FORCE MAIN
INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING AND 8" DIP, CLASS 350.
MJ SEWER FORCE MAIN WITH GRIP RINGS INSTALLED BY OPEN CUT
--i l3 L
00 416.00 416.00 417.00 A--
- - A 41•vU 42 2.00 42 3.00

----
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_-_I_EA OSED-"
COMBIN
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RIE.BI _.5 PS; SDR 9
DRILLI ,l-
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DIP;-Cl AIN---
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29.96
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1611 foUP WAY A_ 923•,e
166. .OUR WAY 6D.D
a ?
•121.24 421.16
pP.vEL
DANE W4
o
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NCSR
1400 FOUR WAY ROAD a¢ - ?e.le
9.1s
_FM
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HOPE 4 3.20
TEL
PROPOSED
7 EA COMBINATION AIR/VACUUM RELEASE VALV
MANHOLE
ED
:
SOR 21, 200 PSI SEWER FORCE MAIN
FROM EDGE OF ASPHALT ROAD
etH x elw c.f na.1N, z1's5rc
BLUE LINE
CROSSING
NO. 7
M McDAVID ASSOCIATES, INC.
INC. Engineers • Planners • Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone] • Fax [phone] [phone] • Fax [phone]
120 N. Main Street • P.O. Drawer 49 109 E. Walnut Street • P.O. Box 1776
Farmville, NC 27828 Goldsboro, NC 27533
Mr. John Dorney
Division of Water Quality
Wetlands/401 Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
August 19, 2004

WETLANDS / 401('ROUP
AUG 2 4 7.004
WATER QUALITY SECTION
SUBJECT: DWQ Project #04-1181
Contract No. 51 - Sanitary Sewer, Pump Station & Force Main
Greene County Water and Sewer District I
Greene County, NC
Dear Mr. Dorney:
The following additional information is provided in response to your August 3, 2004 letter:
Two copies of full size pump station site plan (Sheet 38) indicating wetlands.
There are no streams at the site.
There are no stream impacts at the pump station site.
The access road between the pump station site and Highway 91 crosses a wetland
area within the woodlands. The proposed final road elevations are illustrated
within rectangular blocks along the proposed road. In general the amount of
proposed fill is less than two feet and will be located between the proposed silt
fences illustrated on Sheet 38. Other than the pump station site access road fill
(45 ft x 80 ft or 3,600 ft or .08 acres) all other disturbed wetland areas (.32
acres) will be returned to original contours.
d. & e. Buffer impacts will occur at stream crossing numbers 1 and 4 and will be limited
to a width of approximately 20 LF each. The impacts will be associated with
open cut excavation required to install proposed piping via perpendicular stream
(ditch) crossings. The protected buffers have been added to Plan Sheet 35 (Blue
line crossing no. 1) and Plan Sheet 28 (Blue line crossing no. 4). All other
proposed Blue line crossings will be via directional drilling and will not disturb
areas within the buffer zones. Two copies each of Sheets 28 and 35 are attached.
Two copies each of anti-seep collars for sewers passing through wetlands are
attached. The collars will be constructed along the wooded wetlands near the
proposed pump station site as per the detail.
\\G-PC I \D805\FTL\2004\GCC51 AM. PM'r l
GREENE-CO-CN51-D WQ-ADD-INFO. PM1' 040819
Wetland data sheets prepared by Eric Galamb, S&ME.
Your continued review and approval will be appreciated. If you have any questions, please do
not hesitate to call me.
Sincerely,
McDATVID AS CIATES, INC.
Tyn 11 Lewis, PE
F4
Goldsboro Office
FTL:
Attachments
cc: Tom Steffens, DWQ Washington Regional Office (w/attach)
USACE Washington Regulatory Field Office (w/attach)
Greene County Water & Sewer District I (w/attach)
\\G-PC 1 \D805\FTL\2004\GCC51 ADL PMT 2
GREENF.-CO-CN5I-DWQ-ADD-INFO. PMT I` ioo g19
20000807
SD044040
TRENCH WID
W TRENCH
_ WALL
U
Z
? I
I ? I
6" INCHES ----I
SECTION
6" INCHES
S
ANTI-SEEP COLLAR
CLASS 8 CONCRETE
OR COMPACTED CLAY
WITH TRANSMISSIVITY
NOT TO EXCEED
X 10-5 CM /SEC
PLAN
CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 REQUIREMENTS
1. AN ANTI-SEEP COLLAR SHALL BE PLACED AT THE DOWNSTREAM (UTILI TY LINE GRADIENT) WETLAND 80UNDARY
AND EVERY 150 FEET UP THE GRADIENT UNTIL THE UTILITY EXITS THE WETLAND FOR BURIED UTILITY LINES.
2. WETLAND CROSSINGS THAT ARE DIRECTIONALLY DRILLED, AND PERPEND ICULAR WETLAND'CROSSINGS THAT ARE
OPEN CUT AND LESS THAN 150 FEET LONG DO NOT REQUIRE ANTI-SEEP COLLARS.
3. CLASS 8 CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:
A. MINIMUM CEMENT CONTENT, SACKS
PER CU81C YARD WITH ROUNDED
COARSE AGGREGATE 5.0
""L
8. MINIMUM CEMENT CONTENT, SACKS ANDS/ 401 GROUP
PER CUBIC YARD WITH ANGULAR
COARSE AGGREGATE 5.5
C. MAXIMUM WATER-CEMENT RATIO
AUG 2 4 20

GALLONS PER SACK 6.8 04
D. SLUMP RANGE 2" TO "
4 wATER
E. MINIMUM STRENGTH - 28 DAY PSI 2,500 QUALITySEGT?GN
FtI.E ('0,oy
UTILITY LINE
(DIAMETER VARIES)
ANTI-SEEP COLLAR
CLASS 8 CONCRETE
OR COMPACTED CLAY
WITH TRANSMISSIVITY
NOT TO EXCEED
1 X 10-5 CM/SEC
EMBED COLLAR 6" INCHES
BEYOND TRENCH WALL
ANTI-SEEP COLLAR FOR UTILITY LINES
INSTALLED BY OPEN CUT ACROSS WETLANDS
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Page 1 of 2
Project/Site: Greene CountZ Pump Station Sewer District 1 Date: July 2, 2004
Applicant/Owner: Greene County County: Greene
Investigator: Eric Galamb, PWS State: NC
Do normal circumstances exist on the site? yes X no Community ID:
Is the site significantly disturbed (Atypical Situation)? yes no X Transect ID:
Is the area a potential problem area? yes no X Plot ID: WL-1
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar styraciflua tree FAC+ 9.
2. Acer rubrum tree FAC 10.
3. Quercus nigra _ shrub FAC 11.
4. Liquidambar styraciflua shrub FAC+ 12.
5. Acer rubrum sluub _
FAC 13.
6. Woodwardia areolata herb _
OBL 14.
7. Toxicodendron radicans vine FAC 15.
_
8. Vitus sp. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-1) 71 %
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
_ Other Saturated in Upper 12 inches
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Depth of Surface Water: (in.) Drainage Patterns in Wetlands
Secondary Indicators (2 or more reauired):
Depth of Free Water in Pit: (in.) X Oxidized Root Channels
Water Stained Leaves
Depth to Saturated Soil: >12 (in.) Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
DATA POINT # WL-1
SOILS
Project/Site: Greene County Pump Station Sewer District 1 Page 2 of 2
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Conn Mapped Type? Yes No X
Profile
Description:
Depth Matrix Color Mottle Texture/Concretions,
Inches Horizon (Munsell Moist Abundance/Contrast Structure, etc.
0-2" 0
2-11 A 7.5YR 2.5/1 none loam
11+ B 7.5YR 3/2 none loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Circle
Hydrophytic Vegetation Present? Yes-X No
Wetland Hydrology Present? Yes-X No Circle
Hydric Soils Present? Yes-X No Is This Sampling Point Within a Wetland? Yes-X No
Remarks:
PREPARED BY: Eric Galamb, PWS Checked By: Steve O'Brien Approved by HQUSACE 3/92
S&ME, Inc./Raleigh, NC S&ME, Inc./Raleigh, NC
919-872-2660 919-872-2660
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Page 1 of 2
Project/Site: Greene County Pump Station Sewer District 1 Date: July 2, 2004
Applicant/Owner: Greene County County: _Greene
Investigator: Eric Galamb, PWS State: NC
Do normal circumstances exist on the site? yes X no Community ID:
Is the site significantly disturbed (Atypical Situation)? yes no X Transect ID:
Is the area a potential problem area? yes no X Plot ID: UPL-1
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar styraciflua tree FAC+ 9.
2. Acer rubrum tree FAC 10.
_
3. Ligustrum sinense shrub FAC 11.
4. Toxicodendron radians herb FAC 12. _
5. 13.
6. 14.
7. _ 15.
8. ?- - 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-1) 100 %
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
_
_ Other Saturated in Upper 12 inches
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Depth of Surface Water: (in.) Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Free Water in Pit: (in.) Oxidized Root Channels
Water Stained Leaves
Depth to Saturated Soil: >12 (in.) Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
DATA POINT # UPL-1
SOILS
Project/Site: Greene County Pump Station Sewer District 1 Page 2 of 2
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No X
Profile
Description:
Depth Matrix Color Mottle Texture/Concretions,
(Inches) Horizon unsell Moist Abundance/Contrast Structure, etc.
0-8 A 10YR 511 none Sandy loam
811+ B 10YR 5/3 none Sandy loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Circle
Hydrophytic Vegetation Present? Yes-X No
Wetland Hydrology Present? Yes No-X Circle
Hydric Soils Present? Yes No-X Is This Sampling Point Within a Wetland? Yes No-X
Remarks:
PREPARED BY: Eric Galamb, PWS Checked By: Steve O'Brien Approved by HQUSACE 3/92
S&ME, Inc./Raleigh, NC S&ME, Inc./Raleigh, NC
919-872-2660 919-872-2660
DWQ# _ (214- ? ? S I Date 4)_6P0 ' f Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate, the location of,th , protected bµffers as ordays on the site plan.
?. c? G>eur?c)c?v?? oa t?
Please locate ail iselaeed a fated wetlands, e-as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater. management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to .the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutriep is before th tormw er can b disch ed through the buffer. l
I? i5 S?it? 1' Wl?t IA?. f.11/i70v'CP Ga^ V YVLiV\i?11Z 2?-1a 'Ov, rY?ICL?LtttCS
Other (,?Vl. ?>~?tt- G?t?0?C) LC??s?ru?tlU,? pf I)W S{? ?jo?. I tve? v????lti ,.
? The application fee was insufficient because over 150 feet of stream and/or oiler 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 211.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
20000807
w
U
Z
SDO44040
6" INCHES
SECTION
6" INCHE`_
S
ANTI-SEEP COLLAR
CLASS 8 CONCRETE
OR COMPACTED CLAY
WITH TRANSMISSIVITY
NOT TO EXCEED
X 10-5 CM/SEC
PLAN
CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 REQUIREMENTS
1. AN ANTI-SEEP COLLAR SHALL BE PLACED AT THE DOWNSTREAM (UTILITY LINE GRADIENT) WETLAND BOUNDARY
AND EVERY 150 FEET UP THE GRADIENT UNTIL THE UTILITY EXITS THE WETLAND FOR BURIED UTILITY LINES.
2. WETLAND CROSSINGS THAT ARE DIRECTIONALLY DRILLED, AND PERPENDICULAR WETLAND CROSSINGS THAT ARE
OPEN CUT AND LESS THAN 150 FEET LONG DO NOT REQUIRE ANT1-SEEP COLLARS.
3. CLASS 8 CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:
A. MINIMUM CEMENT CONTENT, SACKS
PER CUBIC YARD WITH ROUNDED WETLANDS/ 401 GROUP
COARSE AGGREGATE 5.0
8. MINIMUM CEMENT CONTENT, SACKS
PER CUBIC YARD WITH ANGULAR AUG 2 4 2004
COARSE AGGREGATE 5.5
C. MAXIMUM WATER-CEMENT RATIO
GALLONS PER SACK 6.8 WATER QUALITY SECTION
0. SLUMP RANGE 2" TO 4"
E. MINIMUM STRENGTH - 28 DAY PSI 2,500

TRENCH WIDTH

TRENCH

WALL
I UTILITY LINE

I (DIAMETER VARIES)
ANTI-SEEP COLLAR

I CLASS 8 CONCRETE
I OR COMPACTED CLAY
WITH TRANSMISSIVITY
J NOT TO EXCEED
_ '" - - 1 X 10-5 CM/SEC
EMBED COLLAR 6" INCHES
BEYOND TRENCH WALL
ANTI-SEEP COLLAR FOR UTILITY LINES
INSTALLED BY OPEN CUT ACROSS WETLANDS
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Page 1 of 2
Project/Site: Greene County Pump Station Sewer District 1 Date: July 2, 2004
Applicant/Owner: Greene County County: Greene
Investigator: Eric Galamb, PWS State: NC
Do normal circumstances exist on the site? yes X no Community ID:
Is the site significantly disturbed (Atypical Situation)? yes no X Transect ID:
Is the area a potential problem area? yes no X Plot ID: WL-1
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar styraciflua tree FAC+ 9.
2. Acer rubrum tree FAC 10.
3. uercus nigra shrub FAC 11.
4. Liquidambar styraciflua shrub FAC+ 12.
5. Acer rubrum shrub _
FAC 13.
6. Woodwardia areolata herb OBL 14.
7. Toxicodendron radians vine _
FAC 15.
8. Vitus sp. _ 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-1) 71 %
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
_ Other Saturated in Upper 12 inches
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Depth of Surface Water: (in.) Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Free Water in Pit: (in.) X Oxidized Root Channels
Water Stained Leaves
Depth to Saturated Soil: >12 (in.) Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
DATA POINT # WL-1
SOILS
Project/Site: Greene County Pump Station Sewer District 1 Page 2 of 2
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No X
Profile
Description:
Depth Matrix Color Mottle Texture/Concretions,
(Inches) Horizon (Munsell Moist) Abundance/Contrast Structure etc.
0-2" 0
2-11 A 7.5YR 2.5/1 none loam
11+ B 7.5YR 3/2 none loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Circle
Hydrophytic Vegetation Present? Yes-X No
Wetland Hydrology Present? Yes-X No Circle
Hydric Soils Present? Yes-X No Is This Sampling Point Within a Wetland? Yes-X No
Remarks:
PREPARED BY: Eric Galamb, PWS Checked By: Steve O'Brien Approved by HQUSACE 3/92
S&ME, Inc./Raleigh, NC S&I,, E, Inc./Raleigl-? NC
919-872-2660 919-872-2660
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Page 1 of 2
Project/Site: Greene County Pump Station Sewer District 1 Date: July , 2004
Applicant/Owner: Greene Coun County: _Greene
Investigator: Eric Galamb, PWS State: NC
Do normal circumstances exist on the site? yes X no Community ID:
Is the site significantly disturbed (Atypical Situation)? yes no X Transect ID:
Is the area a potential problem area? yes no X Plot ID: UPL-1
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar styraciflua tree FAC+ 9.
2. Acer rubrum tree FAC 10.
3. Ligustrum sinense shrub FAC 11.
4. Toxicodendron radicans herb FAC 12.
5. 13.
6. 14.
7. 15.
8. _ 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-1) 100 %
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
_ Other Saturated in Upper 12 inches
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Depth of Surface Water: (in.) Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Free Water in Pit: (in.) Oxidized Root Channels
Water Stained Leaves
Depth to Saturated Soil: >12 (in.) Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
DATA POINT # UPL-1
SOILS
Project/Site: Greene County Pump Station Sewer District 1 Page 2 of 2
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No X
Profile
Description:
Depth Matrix Color Mottle Texture/Concretions,
Inches Horizon unsell Moist Abundance/Contrast Structure, etc.
0-8 A 10YR 5/1 none Sandy loam
811+ B 10YR 5/3 none Sandy loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Circle
Hydrophytic Vegetation Present? Yes-X No
Wetland Hydrology Present? Yes No-X Circle
Hydric Soils Present? Yes No-X Is This Sampling Point Within a Wetland? Yes No-X
Remarks:
PREPARED BY: Eric Galamb, PWS Checked By: Steve O'Brien Approved by HQUSACE 3/92
S&ME, Inc./Raleigh, NC S&ME, Inc./Raleigh, NC
919-872-2660 919-872-2660
INC.
McDAVIDAsSOCUTES, INC.
Engineers • Planners • Land Surveyors
CORPORATE OFFICE
[phone] • Fax [phone]
120 N. Main Street • P.O. Drawer 49
Farmville, NC 27828
GOLDSBORO OFFICE
[phone] • Fax [phone]
( ? T: E. Walnut Street • P.O. Box 1776
401 Goldsboro, NC 27533
July 19, 2004
Mr. Scott Jones
US Army Corps of Engineers
Washington Regulatory Field Office
P.O. Box 1000
943 Washington Square Mall
Washington, NC 27889
WETLANDS / 401 GROUP
JUL. 2 T 2004
WATER QUALITY SECTION
SUBJECT: Nationwide Permit Request
Contract No. 51 - Sanitary Sewer, Pump Station & Force Main
2003 Unsewered Communities Sanitary Sewer Improvements
Greene County Water and Sewer District I
Dear Mr. Jones:
In reference to the subject project please find enclosed the following:
One copy of the PCN permit form with the following attachments:
A. Two 8 1/2" x 11" USGS maps
B. 8 1/2" x 11" plan drawings of each crossing
Please review the attached items and issue the appropriate U.S. Army Corps of Engineers Permit
(Nationwide 12). Seven copies of the PCN form are being provided to NC DWQ by copy of this
letter. If you have any questions, please do not hesitate to call me.
Sincerely,
FTL:
Enclosures
cc: Lee Worsley
Van Lewis
McDAVID AS CIATES, INC.
1
F. Tynd• 11 Lewis, PE
Goldsboro Office
\\G-PC1\D805\FTL\2004\GCC5IUCS.PMT I
GREENE-CO-CN5 I-USAC-PERMIT-REQUEST. PM'r 040719
DWQ# --Ot/ - 11,6 / Date V 13 ft? Who Reviewed: _
Plan Detail In ?u l? 5 i ze S ! ?? A a ?7 c earl i?l41i?a ?i'
? Please provide Q a // f fl and.5 P 5 ?rea ?
L!l Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
Please show all wetland impacts including fill slopes.on the site plan.
Please indicate all buffer impacts on the site plan.
.1
P'-ase in4im4e pfoposed ?Mlite-Pl:m
riease wwt aw .he iu..»..on or me pfote".,,. ousters as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Ple a provide cross section de ails showing th provisi ns for aquati lif passage.
..CO/?Q / S
fAMe- proV i(le, s ec, pi ca l-ion 5 iti ? Fp! and, -S?e
Please locate any/Manned sewer lines the site plan. e/' _-2 t")er S,?p??J f ?j f?a55iK?/ f ?(okJ
? Please provide the location of any proposed stormwater management practices as required by GC /µ to 'a11 GIs
? Please provide detail for the stormwater management practices as required by GC e C017G711_11 Dh //0
? Please specify the percent of project imperviousness area based on the estimated built-out conditions. Q W QC j T `r
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Greene County Water and Sewer District 1
229 Kingold Boulevard, Suite D
Snow Hill, NC 28580
DWQ# 04-1181 - Greene
X Si Lure Oj? Agent
? Addresse(
B. Re eI d by P inted Name) C. Da Te C ?C
?(0 l i)*.J D. Is delivery address different from item 1? If YES, enter delivery address below: ? No
3. Service Type
Certified Mail ? Express Mail
? Registered [Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra tee) ? Yes
2. Article Number
(Transfer from service label) 7001 2 510 0009 0 2 5 0 710 6
PC Fnrm ?R11 F:. hmnni gnna n--tic Rwt.,- R.-Inf 109FAF-07-M-1 Fd
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class H, ail
Postage & Fees Paid
Permit No. G-10
t} 1 ?!!1!?11!i?itlli?l!lfl?Ii?li???tl?i{???!!i!l?il?!???liill4?1??
_ _
~~1 ~M 6ppl
~a~ nd
~n~
~t ~?~s a
~
~a5.o4 F e,,...
G=.. ;,ARti
I
CAMPER ~6'' 283.G9 c~0, NASH EjLUE ~'.NE
T 3p 1017 PGUR war Roao ''R0551NG 286.52 ,
E3LUE SINE ,~o ~ I NC. 4 1 I CROSSING 20 -~.y NEuS= nIGE'<
GCRWS ENE. EXISTING 6" PVC WATER LINE ~ N0.3 ~~2G' 6G' jL0' 9UF~EHR~-~4 iG 6' Pvc waTER uNE ~ ~ NE:;SE RIVER ~ 130' 13C ,OfJES ANC
60' ir,'W 7.6642 1 ~ BUErFG `Fc I I
~ GRAVEL DRIVE 279.28 2B3.6C I I I EIOw 286.76 ZB7.?0 ~~NE.S i AND Z 18' ASPHALT GRAVEL DRIVE I, ~ FARM PATH PVC 282.68 GRAVE'- DRIVES
PANTHER SWAMP ,6a,,2 zsa.es ~~ow ~ GRAVELDRtVE i~ INV = / FENCE GRAVEL DRIVE I 786.16 INV ~ PVC FENCE 4255 WV i" R 'w 1.67
,CI. „H - - - - INV _ 42.16 t - - _.------w---------- ---w - - - --t----- - -I~
_ - fi- --w----------------- - - ~-w c _ ~ w o_ - ------w----- -o - p q ~ - - _ 4 5 ~ -1 MATCH ~..1NE
- - _ - --a ze - - 4 ss - -assa-- -ooze ~~s5 - 4~2s - NCSR 1400 FOUR WAY ROA - . ~ a4,B'~_ _ M ~ FM ~ .31 45. 0 WAY f`Q!-1 4722 614 45.61 45.82 4642 4 58 4 33 t-_ _ 6.5 4 4~ - _ _ _ 47 99 _ _ ~~a{ v s FM 4728' \ ! _ 47.5E
F 45 qB -.g 4 .~4 46.51 q ~ 46.84 45.5x_ 4 47 4 . 4 _ - r 'S~..4B ~ _ 4'y ~ 3_" - 270.64 4b.31 4 . q ~M 45.22 _ 45.74 45.94 4 .51 45.94 46.58 45.16 ' 45.46 46.82 r 1• M 4 0 6.62 i---t -fi- -
~ 266.80 ~ INV = 41.11 - ~ 270.44 T~L ~ a >w .i 4 ~ 66.8 EL ~ GRAVEL 284.52 INV ~ 275.88 276•r+N 277,32 r ~ 287.20 ~ WM / Tfi O FARM PATH 'TEL 41.83 _ DIP pVC
coN_RF-~ PRnc~ ; F . , 3 e.l~ o~._„ i ~ ~ - Z67+U8 DRIVE Nd')DEb riFAJWA'.'. 5 ~ FARM PA'H ; 275x64 / i INV = / HDPE ~ <86.8A `ARM Pa'a ^ C 40.95 ' BARN 14' SON . ~ DRfVE ' ~ ~ ~ U '
i i V PVC -:65.9P ~ 272.16 -Q ~BA'':)BARN _T 18 RCP DRAIN,2l G/C ~ ~~~~p ~ i i ~,PV( a• D i;," ~ 284.72 'PV ~ F~.aw PROPOSED , Ore--~+ DIP ~ ~95 a9
~.~E w_ ~ - n~~ ~ r_ . PROVIDE I, HDPE I / I EA COMBINATION AIR/VACUUM RELEASE VALVE ASSEMBLM ~I MANHOLE
_~6` Np6 ! RIP-RAP GRAVEL FILTER I ~ 3 270.00 277.32 36" CMP DRAIN. 2~! G/C
r ~ -oBacco ! ABANDONSO CHECK DAMS " Bu~K BARNS pROppSEp tiR- i 284.6) ~ 24" RCP DRAIN, 2G.
PROVIDE ~-I EA COMBINATION AIR/VACUUM RELEASE VALVE ASSEMBLY " u~P-R Pi GRAVEL FILTER ~ ~ ~ A MANHOLE PROVIDE ' z76.oc RIP-RAP GRAVEL FILTER PROVIDE
6 ~ afl ~ CHECK DAMS BB2 FouR wav Roao CHECK DAMS RIP-RAP GRAVEL F ILTFR ;HECK DAMS
.I
PROPOSED PROPOSED POSED -I EA COMBINATION A1RivACUUM RF!.-FaSE VALVE ASSEMPLY
/ ~ ~0 F ~ ~ ~'ROPCSED 8" PVC, SDR 21, 200 F 'VC, SDR 21, 200 PSI SEWER FORCE MAIN MANHOLE
~ 5' MIN. FROM EDGE OF ~ ~>v P ~ 400 ~F CREEK ; ROS~~NG WI'N ti JP~, P~ SOR 9, 200 PSG ~~~'ER rORCE MAIN ~G~ ~ QA T~~ i H NTuI ~R ~ R ~ I P ASS IN. FROM EDGE OF ASPHALT ROAD
U• ~ NS N~~EC BY ORIZO ~ D~ E, vNA~ C I~_,NG 4ND 8 DI 350, ~P M,1 SEWER FORCE MAIN WITN vAIP RINGS INSiALI_ED BY ^PEN' ~L? ~ PROPOSED
rJ P~ ~ ~ A % 320 LF CREEK CROSSING WITH 8" HDPE, IPS, SDR 9, 200 PSI SEWER FORCE MAIN
NE' , ti INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING AND 8" DIP, CLASS 350, MRl SEWER FORCE MAIN WITH GRIP RINGS INSTALLED BY OPEN CUT,
~RLVIL`E . ~ - kiF-RAF'GRi-~ E. ~ _'EF
,:HECK ~~AMS
5S 259+00 260.00 26L~~0 262+00 263+00 264+00 265.00 266.00 267.00 268.00 269.00 270+00 271.00 272+00 273.00 274+00 275+00 275+00 276+00 277+00 278+00 279.00 280+00 281+00 282+00 283.00 284+00 285.00 286+00 287+00 288.00 289+00 F,g _T
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I ` ~ I 1 1 I EA MBINA ON Al ACUUM VALVE. SEMB I EA OMBI ION AIR~VACUUty~ RELEASE VALVE' ASSEMBLY I 4 ~ , } WHOLE I ~ANHOL,
P 13Q$1=0 ' 1 ~ 11 f I t r -1 ~r
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r ~ ~ F - - ' J ' } 4 i ~ - , P P~ 5 MIN, + ~ 1 t + f t ~ ' I r
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i ~ F ; IA~T4, ~ , aY ;-Of$ZONTA~ L"RECT~~~tudl DRd-~iNG Aha7~t~`DiP. 6 Ar5 .L;©~ ~ 1 i - - ~ + t ~ i. ' MJ SEWE rORCE MAL"~ Why GRia R ti6' P A_-. EC 9Y OPFN ,.,,fi I ~ ~ ~ ~ a j ; } 4 } I ~ , ~ ~ j i RAC Nfl.i 59 - ~ANf~ARY ~EW~R, PUMP STATION & FORCE MAIN
~ { t 4 } r { ~ r I QO3 NS l~ED MMUNITIES SANITARY SEWER f MPROVEMENTS
t-- ----E----_---r-- I I , ~ I I _ _,__.r_ ~ ; , ~ ~ ~ R E EO ~ N W ` ;
f ~ , ~ i ~ } + I ~ ~ _ W TY ATEf~ ANp SEWER DISTRICT , I e , ~ _I
_ t- - - ~ _ _ k i REEN~ , ~ CQUN~I` N©RTN CAROLINA - ii _
a ~ ~ i ~ j ~ I t ~ y ~ } , ~ ~ I i i t j- ~ , i - ' r ' ~ + SALE: HpRiZON'~AL 1" ~ 100' b~ERTICAL 1" = 4' 6 j ~ s r 1
I t 4 ! t r ~ ~ ~ ~ 1 i„ ) ~ i i. r I i _L ' i I! ~ ~ { I ~ 1 1 1 l ~
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{ ~ 1 I I ! i ~ I ~ ~ I
1 1 1 t r a
i , r- - t -fi LL l ! 1 G Enoneers • PI , ners Land Surveprs
- ; RPQm OFFICE 3714 Noah Main S~reet P. a Drawer Farmvile, NC 27$28 Teledhone: [phone] FacsimUe: [phone]
RNCH RC€ East Watnut S t P. 0. ox 1776 Goldsbor NC 275 T Ie fi ne: Facsimile: 1 ~ h 33 e' i [phone]; (~9)733-7351.,
HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE-FULL. LINE :-FULL LINE SHEET 28 OF 50
MAMMAL PRINTFAS7 PRINTED IN U.S.A.
G-707 BLUt

V, , i i
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/ / V ~
/ / I i PROPOSED PROVIDE RIP-RAP
/ y / / ~ I GRAVEL- FiL?ER
I / ~ \ \ ~ ~ C 1ECK DAM`;
F~~ / \
i \F~L~\. ~ ~-EXISTING 4° PVC WAl EP _INE
i /E , j i % F~ V
/ i ~
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i PROPOSED
~ i p 50 LF 10" DRYBORE WITH 10" STEEL / MINIMUM THICKNESS 0.188" AND 4' E WITH 10" STEEL CASIN \ ESS 0.188" AND 4" PVC, ~
EXISTING ~ SDR 21, 200 PSI FORCE MAIN FORCE MAIN ~ ~
6" PVC WATER LINE I EA 4" 90° BEND, PVC ,PVC
/
/ ~q~.~S'
~P ~~'M h~
NEUSE RIVER BUFFER RULES F~/ ZONES I AND 2 ~ h
~ o. ~ ~ ~,P
o. ~o /
~0 2 y ~ 3~ /
T 0. ~ ~ NO E . i « R SS BUFFER 1.0~ ~ AvL CON„ RUCTION AC 0 ~ \ i
ZONES SHALL BU IN PERPENDICULAR ~2~, ~ ~ /
ALIGPdMENI AND LIMITED TO NO ~ ~ - MORE THAN 20 FT IN WIDTH. PROPOSED
~ ~4" PVC, SDR 21, 200 PSI FORCE MAIN tic ~ \ F~, ~ 5' MAXIMUM FROM RiW
~ / ; i ~,P~' ~ PROPOSED \ i 33
60~~ P5Q ~ ~ ~ 4" PVC, SDR 21, 200 PSI FORCE MAIN 0
P~ ~ \ 5' MAXIMUM FROM R/W
/ / ~ is
~ SF~Ri~ MAN 9~ 0~~.
i ~ ~ BLUE I INE qTj 9<
_ ~ ~ ~ ~ ~ CROSSING -e ti
~ N0. I ~ ~ A~~. -EXI5rINi;
/ i ~ PROPOSED u _ PROVIDE kIP-RAP ~ ~ ~ 4" PVC WATER ! iNE
- . ~ 'r GRAVEL F ILTER ~ ~ \
r ~ ~ ~ CHEGh I. I ~ j / i AMS EXISTING-- ~ ~ ~ \ ~
Z ~ F" P', WATER I,_INE / i ~ < < ~ a Tye s,
a ~ '
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~ ~ PROPOSED MANHOLE N0.135 \M
j RIM :57.50 ~ INV (N, S) = 51.07 ~ ~o G~~
FM INV .51.50
i ~P
P ~ 106+00 107+00 108+00 109+00 110+00 III+00 i 80 9 ~ ~ JO 98.00 99+00 100+00 101.00 102+00 103+00 104+00 105+~i~ ~ III+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 I11+00 122+00 123+00 124+00 125+00 64
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z - f Y {j 3T 5~tJ6-f"4 3Q Fac~mme (9ii 735-7351 24
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HIGHWAY FEDERAL. AID SHEET SHEET 35 OF 50
PLATE I-SINGLE PLAN AND PROFILE-FULL LINE A MOML PRiNTFAST ,E-FULL LINE
PRINTED IN U.S.A.

48.75

{ 48.52
48.49 + f -FM axorosEO I
49 FLOW MEASURING / ~ a ~ g~ sraucruRE FM
50---•• ~ / ~ ~ 46.60
~ r X ~ ~m I I, ~r YARD \ / O' / i ~ f C ~ > J ~ r,5
~ B, j 3 gepL ~ ~0 aP ~ c
ra~ O v v 6~oiP BEGIN ~ G / I !n
% 46.31 ~ ~ 47.46 + y~ ~ r UNIT PRICE + PROP 5 F~ 46.6 • Z 46.20 S NW O 5 ~
~ / ors ~ r° ~ ~ 1 I / ~ b FORCE MAIN 0 ED 5' ~ ` li % / ~ AT 8" X 6" 8" PVC FORCE MAIN G' / ' ~G >
~ ~W ~ ~ REDUCER ~ / 4 5.10 W 45.10
~ % 4 C1 G, /
~ h s h / y5 ti n°°/ 4627 ~0 / ~ + ~~f,1 55 o
~ ~ GL~ ae.ao ~ ~ ~ ~ ~ , Ik0 ~ 47.ao a1~'~~ a4.7o / z
m, , ~ i + EPA + ~ ~ ~ ~ i ~ 'FtA i 0 i ~ F a
~ ; I / / ~ ~ L~ Jr ~ i 55 .1.~ . ~ 3 ~ ~ ~ ~ ''r,. ~ ~ ~ a5.3o ~G ~ rc U
WOUD~ / / ~ r ~ ~ ~ / 47.90 O
Oh ~'c ~ 3' GAT ~ FTI, ~ ~ ~ , c°~m` E 1 , G' / ,~0
P ~ ~ eoc ~ ~ ~ ~ . ~ 95 LEGEND
ae.i9 ~ h e v ~ ~ ~ ~ t , I a
~ I 1 n1, i ~ i~ ~ PROPOSED i ' C , ~pR\N % ; C ~ ASPHALT ~;tiG~G~- / Y~ % 1' +39.s Existing Spot Elevation
,Y 46 ro t I YARD ~ j PAV_MEN1 W ~ ~ ; - _ ~ 4, 3 ~ ~ 2" I 2 / 6" CABC m V S5 +a5.al a2.2o Finished Grode Spot Elevation o
.I ~ / O i~ O ~ ~ i
48.70 ~ 1 ~ ~ p ,Q i ' - - - - - - - - - a~ - - - - - - - Existing Contour Line N
SS / ~ /h~ ~ 47.34 ~ . ` 42 Finished Grade Contour Line U o
~ ~ ~5~ 47.79 i - Z >
~ y' Xv ~ ~ v i~ ~ v app x8.54 ~ ~ ~Q ~ A 47.90 . Right-of-Way or Property Line ~ ~ ° ~ Mir
S~ W -~MY~.~~-_-~_ Existing Woods Line ~ ~ N ~ a ~ ~
a9~ h/ v ~A \ 4e.4o ~ ~ j~~ ~ ~ ~ - - W J pmxZ~m
30' ~J ~ s s , ~ -ic ~c Limit of Construction Line ~ I ~ m° c U
5S ~ a~ Q • ZsOac~' Proposed Drainage flow Direction ~ w d ~ L E
^ -55 ~ I N" / U m~ ~ c emu
48.43 ~ ~ 0'~ i ~ a: 7.40 / ~ ~ C LL • EIP Existing Iron Pipe c ~
~ ~ P to 0 \ ~ W ~5 ~ ~ , ~ C 4~~ J~ Q0 Q Q? - c +45.36 1 NIP New Iron Pipe a
~ ae.o3 / - ;i-- ~ Q ~y'~~ n'3 WETLANDS 5 + \ e 55 j LO C A C~Z' Q~~~~O ~ ~ WETLANDS
- - -oE- - - - - -oE- - - - Existin Overh Q • g ead Electrical Lines
~ 4g 47.9 i STA. 5.23 ~Q~ ~ w , ~c, k , ~ ~ ~ 145.61 Q I ~
PROPOSED 46.03 ~ MH • ~ ~ ~ ~ ~ - - -x- - - - - -x- - - - Existing Fence ~ ~ 44.19 WETLANDS ~ ~
SA MH NO. 1.03 IFQ~ ~ RIM = 48.2 ~ R/~y~ ~ ~ ~ C .aa.ss Proposed Fence Q .m
INV OUT (EI = 32.91 ~ ~ (~M F~ w
INV IN 151 - 33.00 ~ I \ ~ 4 INV IN INI = 34.02 f a7ao i <C !C `~0 ' gtip - - -w- - - - - -w- - - - Existing Water Line U ~ o
C `~0 I PROPOSED C `Gti ~~~G J m ~ cv ~ C ~9 `ti0q w--~-w Proposed Woter Llne with Ball Valve and Box LL ~ ~ ~ ~ m
~ ASPHALT ~9 `~'0,~ 7 a7.o9 } PAVEMEN7 ~'2 V~Qf, A Q N P~
ABPL = ALTERNA~E BID ~ C PAVEMENT OMITS as o a j 2" I-2 / 6" CABC ~ Existing Storm Sewer ~ ~ ~ z ~ N
\ " , , - rKL
f ~ a5.7o WETLANDS ~ ~ PROPOSED CC ~ ~ ~ + m I 2" PVC WATER LINE t ~ ss - ss Existing Sanitary Sewer and Manhole a z ~ ' o °i ~ ~ ~aa£sE ~ U m n'~n
of Z, TREE ss ss - Proposed Sanitary Sewer and Manhole ~ ~ " ~ a LL
0 A Q a-z Z
\ ~I ~ \ 31 aa.6s , , , . . . . . . . . . . . . . . . Proposed 6" CABC Base Course and
UPLANDS ~ 2" Type S-9.5A Asphalt Surface Course
i a6.6o UPLANDS +
~ ~ ~ ~ 1 1r ~ ¦ f Temporary Sediment Fence , ~ I
PROPOSED , ~ I I EA 2" WATER METER 1 ~ I 1
i I EA 2" RPZ W D } BACKFLO 1 b
i PREVENTOR AND a6.ao ; p I ENCLOSURE 4so i
I I i A-5 + ~ I
n E 45.10 ~ C7 3 ~
r a a a
~ ~ r00i i / ~ a } r m m
A-6 ~.IS 4b ~ . - - - t N I I m
43.60 EN 45.75 43.54 M O IA O O m O - O U1 Z ~ F j NIP I d U 7 O
43.0.5 + + 44.11 ~ ~ I I > a ~ ~
46.46 ~ t` ~ ~ ~ o a PROPOSED ~ ~ ~
• CW 56 LF 24" HDPE DOUBLE ~ N N ~
WALL CORRUGATED STORM / M ~ m DRAtN IH-20) a o o ~
n ~ I M1 M O I
TEMPORARY CONSTRUCT t\ IRARY CONSTRUCTION / o o I ~
_ NC 91 ENTRANCE - - - 47.42 46.5 / N N r~ ENTRANCE o
46.5 47.42 - - } W ~ U M O
O Q Z W Oj N ~ Z U W W O
Q, J J lL
~ - --EW- - - - - -EW-- - - -EW - - -EW- - E o ~ u. ~ O O II } ~ Z Z c Q EXISTING 6" WATER LINE
3 ---EW- --EW-------EW--- ~ 3 U U ~ ~ o a v. w ? w
N 0 0 o a 'o Q Q~
a3.3z N + Q Q Q Q~ G: U Q U U U~ O to D
I r- - -
O N Z ~
Q. I Q
Z ~ Z W ~ ~
r ALTERNATE BID W ~ ~
~ GRADING CONSTRUCTION NOTES PIPIN G CONSTRUCTION NOTES N FLOOD ELEVATION DATA U ~ PUMP STATION NO W ~
~ 1. Clear and grub as shown. Ali trees, shrubs, bushes, debris, etc. within the limits of 1. This I in Ian is dia rammatic onl Additional i e and or fittin s ma be re wired to ~ ~ - 100 Yeor Flood Elevation = 48.00 (NAND 88) (from FIRM) O O =
O P•P• 9 P 9 Y• P~P / 9 Y q The I I construction shall be removed and disposed of in accordance with applicable federal, avoid conflicts, tie-in to existing and/or proposed lines and structures, and/or provide a ' ?h 100 Year Flood Elevation = 49.11 NGVD 29 calculated ~ ~ e BIG SCHEDULE provides an alternate bld for _ ( ) ( ) u- ~ ~
o state, and local laws, rules, and regulations. Disposal site shall be provided by the complete and fully operational system. The CONTRACTOR shall provide all pipe and Sec' O CONTRACTOR, fittings as required at no additional cost to the OWNER. nclu~ S h n - - h NGVD 29 -NAND 88 - (-1.11) (formula from FIRM) ~ O ec~o , imp Station Nc ,v.~ich does no; ~tS ~ z
N In the ~nciuge the mechanical bar screen w'nieh ~s inCluced Flood Insurance Rate Map Number 3720368200) Z
/ 2. Construction shall be confined to the area within the property lines shown on this sheet 2. See other sheets for detail piping arrangements, grades, inverts, and pipe locations. ~n the 5echon C Base Bld North Carolina, Greene County 0 Community Panel Number 370378 3682)
N and the rights-of-way of adpining streets and roads. Construction within adjoining r` streets and roads shall be limited to that required to install proposed improvements 3. All above ground pipe 4" and larger shall be ductile iron pipe with flanged joints unless ~ the Effective Date =January 2, 2004 ~ LJJ 2 ~ he alternate eio pavement ~~.rjC Limits are Q ~f
`r under this CONTRACT, / shown otherwise. Transition to other pipe materials and/or joint types as shown on the Il~alr 7 ~IlusUalen above ~ur',n'r,e ~es~~yrau~~n 'aBPL' Datum for Site Plan = NGVD 29 Z F' W
PLANS. ~ 3. Grade, shape, and landscape site to provide positive drainage over the entire site and to
~ drain surface water away from all structures. Slope ground surface away from structures. 4. All polyvinyl chloride (PVC} water line pipe below round outside buildin s and or ~ - J W 3 - ~ ~.e st~act~~as nciuCec ~r t~^r ~~,ern ~ W ate old will ~ }
~ Existin roadside ditch slo es shall be re raded to a maximum slo a of 3 to 1. Gradin g g / U 9 P 9 P 9 structures shall be SDR 21, 200 PSI unless shown otherwise, rcma ~ shall extend to the edge of pavement of adjoining streets and roads. W ~ remain at tre same ccat~ons ~s ~lusirated above ~ ~
N 5. force main fittings shall be ductile iron fittings rated at a minimum of 250 PSI working (A ~ Q ~ ~
M 4. All driveway and parking areas shall be surfaced with a six (6) inch thick layer of pressure with mechanical joint ends with gripping rings. Z
M coarse aggregate base course (NC DOT Type A) and a two (2) inch thick layer of O as halt surface course NC DOT T e S-9.5A 6. Water line fittings shall be of in chloride PVC ~ Z ~ Q
I P ( YP P Yv YI ( z W Q
% All ductile iron gravity sewer pipe below ground outside buildings and/or structures shall 5• All disturbed areas shall be seeded and mulched within seven (7) days after completion be thickness Class 51 with push-on or mechanical joints unless shown otherwise. Z ~j 0 W (A W
v ~ of grading operations. Entire area within the limits of construction shall be seeded and LA W
I N mulched except that areas within the limits of buildings, structures, CABC surfacing, and All waste pipe and fittings 4" or smaller outside buildin sand/or structures shall be ~ undisturbed areas with a well established grass cover shall not be seeded and mulched. Schedule 40 0l in g - Q Q ~ } _
~ ~ p yv yi chloride dram, waste, and vent (PVC DWV) unless shown otherwise, ~ ~ Z
% rD 6. Erosion control measures shall be installed prior to beginning construction and shall be a, ~ maintained in continuous operation until the final grass cover is well established. 9. Concrete thrust blocking, rodding, gripping rings, wedge action retainer glands, and ~ Q ~ ~ H ~
~ ~ Erosion control measures shall be removed by the CONTRACTOR after the final grass restrained joints shall be provided in accordance with Section 02668 of the ~ - ~ Z ~ d ~
I O cover is well established. SPECIFICATIONS. Q Z 0
x O ~ N 7. Fill slopes shall be installed at slopes of 3:1 or flatter. Install and maintain excelsior 10. Water containing chlorine residual shall not be discharged within one thousand (1,000) ~ U ~
~ matting on all fill slopes until grass cover is well established. feet of surface waters. Flush water containin chlorine residual shall be dischar ed into % cv 9 9 ~~nullii~ ~uuunt ~ ~
diked ditches and contained until no chlorine residual remains. ~ ~ 8. Proposed contour lines and spot elevations are to finished. grade. N W U
rn - PSS,OC~q ~N CA ~ ,,.,gyp T o~ Q W } POR ,F S ~ , W ~
I~~ xM O ; V tc` : ~ - ~ ~ ~
M ~ r,_ _Z= _ _ ~ III n
w O 0 Q) /N7C) Z)LAL \ LAL r _ r W W U
3-C 0 1972 = 69 U U) w
still CY) C)
c -o 0 0
3 0 aoo U N
ova
SHEET 38 OF 50

i~
/ ~
~ ~
PF PROPOSED PROVIDE RIP-RAP
/ x ~ ~ ~ GRAVELrILTER
\ CHECK DAMS
~ ~ / ' F
/ / i ~ ~~1 ~ / kV -EXISTING 4 PVC WATER ' INF \ ,
M~
/ i
/ / \
~ / ~ PROPOSED ~ 50 LF 10" DRYBORE WITH 10" STEEL / o c~ WITH 10" STEEL CASIN \ ~
MINIMUM THICKNESS 0.188" AND 4" P .S 0.188" AND 4" PVC, ~
EXISTING - ~ SDR 21, 200 PSI FORCE MAIN F+° Pb'C WATER'JNE~ ~ I EA 4" 90° BEND, PVC I ~ )RCE MAIN ~ ' - VC
i
~ / A
V ~ i ~ ~ ~ ~q~, s" /M
_ ~ i JEUSE RAVER BUFFER RUL_S F / ~ '~F~iy~~,. ~'M
ZONES I AND 2 j' ~5 \ ~ ~
~ ~
o. ~ ~ ~ / ~ o~ y i, - ~ o. ~~,v ~ , /
• NOTE ; ~ "
ALL CONFTRUCTION ACROSS BUFFER ~ 1.~~ ~j ~
-RP ICULAR ~ ~ \ ZONES SHALL Br IN Pt END ALIGNMENT AND LIMITED TO NO
MORE THAN 20 FT IN WIDTH. ~ PROPOSED
/ ~ /I/C \ 4" PVC, SDR 21, 200 PSI FORCE MAIN ~ S`~ Fey 5' MAXIMUM FROM R~'W
~P~ ' PROPOSED /3 \
60~ pSQ 4" PVC, SDR 21, 200 PSI FORCE MAIN PI
5' MAXIMUM FROM R/W
\ F /
SyOR ~ tii/ P,oq ~ptiti
T „ _ BLUE LINE RgpT4 /Oti
CROSSING i / _ u ~ No.l -e-
; ~ PROPOSFU EXISTING
~ / PROVIDE RIP-RAP ~4" PVC WATER LINK i
~ ~ GRAVEL Fll 1ER ~ ~ ~ CHECK Dl1MS V ~ \ V i
T / EXIS ~ iTJG---1 ~ ~ / F~ \
~ ; F" wC WA'tH LINE ` ~.e ~ ~j~ v ~ T~ s. 'A/ 4(
,
,.off ~ qr,~, c-
r ~ \ ~F F
' ~ H \ \
F~. X~~
~ ,
! h / ~r~

i ~ STA. 97.90 ~ ~ 5y '
~ (STA. 13.81.14 -SHEET 161 I ~ ~ ' PROPOSED I T ~ \
MANHOLE N0. 135 RIM :57.50 J
INV (N, S) = 51.07
FM INV = 51.50 P ~ ~
8C 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105.00 106+00 107+00 108+00 109+00 110+00 III+00 III+00 112+00 II.i.00~ 114100 115.00 116.00 117+00 118.00 119+U'0 120.00 2.•00 i22.C0 ,23.00 ;~~+.OC 125.00 64 --.I_ _ ~
- - _ -m,n _ - - - - - - - _ - - - ~ , - - t ,
78 - - - - - - _ - - - - - _ - - - - - . - - - - - - - - _ _ - - - 62
_ _
76 _ - _ - _ -
- - - - - - - _ - - - _ - - - 58
74 - _ _ - _ _ - - - - - - - - - - _
72 - _ _ - _ - - - _ - _ - - - _ - - _ _ - - - - _ _ - _ > 6 -
- _ -
I _
70 - - - - - - - - - - . i ! _ _ _ - f i - - - } _ _ - - - - - _ - - - - - - - u) -
_ - - - - - - -
4 z f _ - _ _ - - _ - - ~ ~ ~ 2 _ _
i I _ _ _
- _ { i _ - - _ _ - - - - _ - - _ - _ - - - - - _
6 i - i . _ _-i- - i r - _ - -
I I i t - - - _ _ - - - _ _ I i { 1 I - - _ _ - _ - - - - _ _ - _ - - h~ _ _ _ f - - - - r
I I } - - - - - - - - i _ - - i I - _ - - _ _ - - _ _ - - 2 - - , - -
48 - _ -
I - - - - t i _ - ~ - - - - _ - - _ _ - { - _ _ ~ - - - ~ +
w - - - - - 7 - ---G--- - - - - -
z ~ - - _ _ _ , { o - i i - _
f 0 - - - - _ 4
Y r - R _ ui W Z - _ - _ - _ . _ - - - - - EXfS f - - - - - €XfS PAO SED ` ~ ~ 4° W ;SDR 2OO - I
° c, z ~ 58 - - - - _ - _ _ PSi g - _ - - _ 42
wow v.~ - _ - _ _ MIN.. P IlSED ,
o ~ ~ ~ _ - - + - - } - ~ MIN.. r 13 ~ac7mm - - - - _ _ _ - - _ T+ _ _ ~ - , - _ - - _ _
- - - - - - - Y 56 - - _ 1,A - _ W - - ~ - - _ - Est _ ~t mr ~ 40 -
- _ - - ~ - li _ - I _ _ - m - - - - _ -
w - _ _ - _ - f ~ ~ 54 _ _ - - - _ - - - - f - - - - _ _ _ - - _ 38
- a ° Z ~ _ - - - - - - _ _ - - - - - 481.. - _ - z _ - ~ - ~
- - _ _ - - - _ - t _ - - - I - - - - - - _ - _ _ _ -
52 - - _ - - _ - - 1 - - - - _ - _ 36
- - - - - _ _ - - - - - - - - -
- _ _ _ -4" ~._S 1.2Q0 - _ - ~ 0RE€ + - -
5G - _ _ - - - - - -T---- ~ f ORE M~t~f
_ - -
48 - - - - - - - - _ _ - - - - _ - - - - _ - - - _ - - - - - _ - - - WEFT IMP OV MENTS _ - _ _ _ 32 .._p;
_ _ - - _ - - - II~J I f~ll.e; t
- - - - - - _ _ _ - _ - - _ _ _ - - - _ - - - - - - t
46 _ - - _ - - - - ~ i~ ii - - - - - _ _ _ - - ; ! NC~1~T i CAFZOILINA 30
_ _ - _ - - -
44 - - - - - - - _ . - - . ~-T- - - - - - i I - ~ - - - - _ ~ , fide - - 28
- i - ~ - 1.La (i llf V ~~ISi
- 40 1 ' V1 _ - -
n - --t - - - 26
0 E FRCE 714 Nod Main_tr t awer 49 armvi e.NC 27828. eep_on _ j7 i 170- csiinle 52 753~7 26 CORP
40 - - - - - - 6 S6-V63O-f-acy`mmefJti1~~735, -f~ h t5tsA Uri ' 24
A
HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE-FULL LINE "ULL LINE SHEET 35 0 F 50
MAMMAL PRINTFA51 PRINTED IN U.S.A.

~.F _ _ ~T ~ ~ _ _ _
i /
265.04 268.52
265.52 gpRNS
263,82 CAµRER 283.08 20, NasH BLUE LINE
T 3p 1017 FOUR WAY ROAD 286.52 CROSSING
BLUE LINE 30 I NO. 4 ~ ~ CROSSING 20 ~ NEUSE Ri~ER ~ I
GCRWS - - E JNE EXISTING 6" PVC WATER LINE ~ N0. 3 ~ X20' 60' BUFFER RUL:" ; 30~ 30' .:ONES I A,"IG~ L' G 6" PVC WATER LINT ~ ~ NEUSE RIVER
.KJSSiNG 60' N. W 266.12 ~ ~ E U R RULE. ~ E ~ 283.60
~ GMVEL DRIVE ~ 27 2s ~ ~L-,w ~ za6.76 2e7.2o .DiN F: AND 2 18'ASPHA~T GRAVEL DRIVE / ~ FARM PATN PVC I 282.68 ~ ~ ~ I
PANTHER SWAMP 264:,2 264.96 SLOW r GRpVfL DRIVE ~R~. i_ - - - INV = 42.16 INV = 7 ~ ~ FENCE ~ GRAVEL DRIVE 1 ~ _ 286.16 GRAVEL DRIVE6 7 PVC FENCE INV - ' wv I `
-0, 1.;1 _ - - - ~-6 ~ ~ 4255 ~ N ---t ~ --Tr - i ~ -W - ---~--~-~-W ~ d v
- -----w---- - - w - p - -~i`-~-~--~ - t -
~ 4 ~B - - - 4694 4, 4,z9 NCSR 1400 FOUR WAY ROA - a .BI FM . I 4 . o WAY RQQ 4722 614 X45 ~ 45.82 - - 4642 - - 4 58 4 33 - - - 46.55 _t- 4 47~ 4 12 47 9 - - MATCH LINE .6 --~7~~ - - ~ FM - - e , -~--------472e'~TT ~ * 47s6 Sa ~C
, FM q5 4 4 14 -4_51 4'- ~ 46.84 45.51_ 4 7 4 4 - 'y._----'-- - ' r-26'u4B ~ 4"6~~ 4377 ~ ~ 170.64 90.31 4 . 4 +FM ~ 45.22 45.74 4 .94 4 .51 45.94 4 58 45.76 ' ` 45.46 46.82 - ! M 4 ~ 6.62 ~ 275.88 / 276.88 n~ 277.32 284.52 INV = 287,_„
, ~ ~ 266.80 iNV :41,11 !4'. / / ~ ?66.48 7 270.44 TEL ~ ~ a. 6 ~~y ~ SUi~ DRIVE f` 'i GRAVE',. wM T~ 1 v FaRM Pars DIP PVC ~ rE~ al.e3 z75.6a ~ ~v' HDPE ~ A6.ee ~aRM a ,
CONCRETE BRIDGE ~ i ~ / 267.08 DRIVE WOODEN HEADWAL'~S_ ~ ~ ~ 65.92 FARM PATH ~~4' CONC, 40.95 r ?"pti - / DRIVE ~ ~
~ j PSG 2 rr-rr ~ 2P2.16 V ~ B A~'~Y~ ~ TOBACCO BARN t- , ~ 4 1P ,~T, f 18 RCP DRAIN, 2! G/C } i 284. _ ~ ~~PV~ DIP FLOW PROPOSED ~R~„R
z6o.96 ~ ~ A~3B'~ A0' ~ PROVIDE HDPE f i I EA COMBINATION AIR/VACUUM RELEASE VALVE ASSEMBN'
\ ` 0 3 e~ ~aP~ I z7o.oo RIP-RAP GRAVEL FILTER z61sz Toeacco ABaNDONfD CHECK DAMS ~ z77.32 MANHOLE 36" CMP DRAIN, 2'• G,'
- / ~ ?El/PP BULK BARNS PROPOSED 284.66
~e'z ~ PROVIDE LI EA COMBINATION AIR/VACUUM RELEASE VALVE ASSEMBLY ,a~~ o? 32ae RIP-RAP/GRAVEL FILTER MANHOLE PROVIDE z7s.oo RIP-RAP GRAVEL FILTER PROVIDE
~ ~ CHECK DAMS ~1~ ~ ~5~ / 260.7? B~ ? BB2FOURWAVROAD CHECK DAMS RIP-RAPGRAVEI fILTE~•. CHECK DAMS
~ / v~0 F~ TELr'PP / a
- p4~ ~ % ! PROPOSED PROPOSED POSED -I EA COMBINATION AIR/VACUUM RELEASE VALVE ASSEMBLY
~ Ii I PROPOSED 8" PVC, SDR 21, 200 P VC, SDR 21, 200 PSI SEWER FORCE MAIN MANHOLE
v~~~ 2° v+ ~ 400 LF CREEK CROSSING WITH 8" HDPE IPS SDR 9 200 PSI SEWER FORCE MAIN 5' MIN. FROM EDGE OF j 4C~ a A`h~ Q~P ~ ~ INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING AND 8" DIP, CLASS 350, IN. FROM EDGE OF ASPHALT ROAD
~`P 5~ ~ 7 S W R R W T R P R N S NSTALLE BY P UT 2 ~G 20, 3 ~ MJ E E FO CE MAIN I H G I I G I D 0 EN C
Q 0 A PROPOSEp 32 L CREE CROSSI G WITH 8" HDPE IPS SDR 9 200 PS SEWER F RCE AI O F K N I 0 M N
NEUSE RiA't R30' INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING AND 8" DIP, CLASS 350, MJ SEWER FORCE MAIN WITH GRIP RINGS INSTALLED BY OPEN CUT,
BUFFER RUI '~.S 20 PROVIDE _ _ _ . ZONES I AND 2 RIP-RAP/GRAVEL FILTER
CHECK DAMS

58 259+00 260+00 261.00 262+00 263+00 264+00 265.00 266.00 267+00 268.00 269.00 270.00 271+00 272+00 273+00 274+00 275+00 275.00 276+00 277+00 278.00 279.00 280+00 281.00 282.00 283+00 284.00 2+35.00 286+00 287+00 288.00 289.00 56
I i t I - _ r ~ -
I ~ i I t i - - - - - - - 5E ' I r~ ~ ~ ~ - -
_ r--__ - 1 - - . _ - ~ _ . L - - ~ { ~ - - - _ ' ~ . - I I .i ~ - _ ~ ~
- t ~ 1 F . ~ _ . - - f i { I I
I - - - - - ~ 4 V ~ I ~ - - - - - _ i ~ I i m. S4
l - ~ _ - - - _ _ _ I - - - ~ ,
I - - i I w 1 I ~ - 52 , 1 _ - t i { I 1 EA - - AI CllUM E EM8 I EA A~f+ON AIR~'VAC RELEASE VALVE RSSEM~LY ANHOL~ .
gp - - _ _ fi_. ~ - ----r ; . _ G I - - _ - 52 - - --r--- ~ ,
1 - I t j t { _ _ - - - - - _ Ekl: lNG
r ' - i i i I - 50 f , .r.___.__r _.__a___,__.___..~._...w_~. _ - - _ _ _ - _ - - I i a ; EDh OF ASPHALT - - - - - - - - i ! i 1
~ Y I } - - - ; ; - i ~ 1 - - - - t - Il
i - - ' t " I ' ~ - I 4 46 _t _ - ' - , i ' i EXISTING - . - - - _ - , , NATURAL GROUND
I i 1 - - - - - - - ~i i _ ~ - b _ - - - ~ - t _ _ ~ -f-- - _ - f I ! } , 48
_ - - _ - j , EXISTING ! j 1 ~ _ _ I , - - - - - - - - - - - - I ' - - - - - . - _ - - -
r ~ 4 ~ ~ ~ ~ _ _ _ i ED~E OF A~PNALT ~ ~ ` - _ _ - ~ - - s { F ~ - - - - - 46 - - _ - I ~ - - - - - _ - - - - - - e ----k _ - -
i _ _ ~ i i; - - - - - - - - - 46
( ~ _ ! 1 I , { ~ - - - f_ _ - - - - - - - a _ - _ - - - -
_ I 44 ~ _ _ _ l i ~ I i _ - - - - - - - - - Ek STfr}G i _ 2~" P DRAIN ~ 44
f f. t- _ -r--t-----.}__._...- I / . _ -
- r - - - - - _ + ~ i - - R 5 MP l I - + F i ~ - - _ - - - - - MIN.= - _ - t ?jh~ i - - - - I ~I
42 ~ I ~ a~ f _ _ - . - _ _ I t I 42 _ .
- ~ t l _ 4 - - _ - I - - ; - - r 24"
} - - _ - _ - -1 MIN. - - -
I I , - I ~ ~ , ~ 1 f , - - - - - - - - - - - - - _ ~ - - i i , c, - - - _ _ 1
1. - - _ _ ~I I ~ _ I_ A ~ - - - _ - - - aYE1lANDSl401 - - - GROUP
~ _ -T I B"-P SD& 200 P -SEWER Of3CE M N 38
. t t , P _ p~ - - - - - AUG2420
w ~ ~ ~ ~ I I ~ A ~ I - - - _ _ - - - I 36 -Q , - - - - - - ~ 04 _ - - - , ~ , .
_ ~ ~ . _ - - - _ . - , ~ , t ~ ' t t - - - - - wA~ 36 _ - QUAUTYSE - - - } { iii iN11114tltt7 i iiiiiWtll{Ir{tt CTI01~
' I ~ ` , - - - _ _ - - - f ~ { I - - - - - _ - _ _ j ~ai~ ~~fl ; ,i`i BAR - ,
34 ~ j ~ ; - - - ~ r , I- o: 34
r _ - - - ~ f ~ ~ f I I ~ r ! t ~ - _ _ - - - - - - ti,., , 32 L~~R ~ ING iNI_ 8" H~ IPS. S R ~ BSI S ER FQ C~ MAI } ~ _ : ~ , ~ ¢
11 i E_ , I } ; ~ , _ _ - - - - - _ - - _ K a° aP, " SEAL i : ~ . { :a $EAL
z I I/{ , t kkr S ItdST tEfl OPEN.. T, r T ; ; ~ _ r - , .
i - - - - - - - I 7°IflPE - ' I ' HDPE ~ ~ - 6' ' I I _ - - - _ - . , . a. - - _ . , ^
30 MIN. ! ~ 1 ~ + ~ - - - - - - _ _.,,.a _ _ -_.______r.__~_...._ _ . _ _ -1~ - - _ - - ~f/~ 1' its /f/ i` ~ ..V + ~ i I I T ~U ~ z,
- tr 1 t _ _ _ ' - - i _ - - - _ t { f 1+++++1 1+Hr1tH+
- - - - - - - i - - I - - - _ _ - Pf~OPOSED ' _ _ _ - ~ , - - ' I I ~ } ~ i ! ! r
- ---4~8-LF G&OG 1h.I}1 ~ dDP~, BPS,-SDI-9, 2L1II ~Si FIJR .MA;N.- - - - - - - r - - - - _ _ - - - _ I AidiT RY ~ E AffV L T€ftA 1-D 1 2a
-f ..INSTALL B~` H0f~t70NTAL RECTiONAL DAIL iNG ANB•8' DIP, C ASS 35E8, I I - ~ I - - J SEW FORCE AIN W a GRIP RINGS INST I..ED BY,OPEN Cll - - - - - - { ~ ~0 ~ FQFdCE 1N ~1- A[~f ARY E R P MP TAT N { ,
26 - - - - r ? ; I t j - - - - - _ A~ - _ I E t~ 26 S S1~N1T RY EWE IMPROV ME TS
s , i i l ~ - - - - _ _._..__._.,.___-_._w_
_ - 4 ~ , - i ~ , - - - - _ _ _ _ _ - - - - - - ~ ( 1 ~ I ~ - - _ ~ s I - - - - - - - £ - W TE Aft SE ~ - - - _ - - -
- - - - 1 - - . _ N©RT~1 CAR _ fNA _ 1 24 - - _ - _ f
- 1 } i - - - - I ~ - - - - - - - _ _ ! - + t- I
- - - - 1 ~ . - - - - ~ f -I L - - - _ -
_ _ , 22
_ t 20 - - - - - - - En&eers • PlAners La Sure 20
- X7]4 IhMa P. Drawer 4 3 Farmvi je NC 21 Telephone: 753 213Q F (2 ~ 7)i3-1220 s
P. II ax IT76 otds6or NC 275 Telep ne (919) 6-7fi301 Facsiriil : 91,q) r 1 8
HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE-FULL LINE -FULL LINE SHEET 28 OF 50
NATIONAL PRIOMAST PRINTED IN U.S.A.
G-707 BLUE

48.75
I'
48.52
I
ae.a9 r-----FM PROPOSED I' r FM
• + -ti ~ FLOW MEASURING ~ , 49- ~ o-l Q~ STRUCTURE ~ f
F~ ~ ( ~ 46.6G ~ ~ ~ SS
i ~ ~PyO YARD ~ - O' ja~ ~ i ~ r HYDRA ~ ~.t yy MH
V ~ ~ ~ i l' ~ q8p~ ' ~ e~oin ~
i ~ ~ ~ ~ ~ v, ~ t'. 6° ~ 1 oo~ _ t ~ o~p`~, r BEGIN a ~
48.31 ~ ~~j,P~ - IP ~ ~ ~ ~ NT P 47+8 D I RICE PROPOSED- F~' a6.6 Z 46.20 ~N~P 55 ~ ~
or ~ ~~r, I . ~ ~ aka ~ FORCE MAIN / ~ a3' ~ / )!t !l ~,l ~ ~ AT 8" PVC FORCE MAIN ~ ~ - i~ = "X~ ~ ~ ~c , ~ ~ ~c ~ >
r~ ~ ~ ~l ' REDUCER l ~ ~ ~ ~ ~ E a 3v r ~ ~ ' ~ E~ w ~ % ~ as.io - I E
~ a~ ~ g ~ ~ ,g r /n ~ ~ fo'~ ' aB27 ~ ~ ~ S5 / ~ ~
L ~ Qi' ~ ~ •N~ ~ 44.70 ~ A i 47.40 - ae.ao p i i~ ~ i z o
+ o, ~ I ~ h I ~a G~-~'~" F~`~ ~ ~ ~ / F ~ a
~G / 5 ~ 1 i ~ 1-G U N W
~ ~ ~ ~ WOODS a5.3o ~ ~ 2~ ~ ~ i ~ ~I ~ 47.90 ~ ! V h I W G
( L ~°e ~ r ~ ~ y 3' GA ~ E f ~ I
P Q~~ A~ ~ ,55, 0 ~ n yQ A~ \ I LEGEND o
~ ae.ls h ~ z ~ ~ i ~ ~ -~~1A + le ~ ~ ~ ~ I C ~ % ~ ~ ~1G l i ~ o ~ + 3s.s Existing Spot Elevotion
c ~ . ~~o ~ ~ ~ PROPOSED ~ i~Ep~ ASPHALT ~ I ~F a6.7o ,i ~c G
~ ,r TARO ~ ~ PAVEMENT 4, ~ ~ .y% 45.ei a2.2o Finished Grade Spot Elevation °
/ J~ Q FM ~ - - - - - - - - - 42 - - - - - - - - - Existing Contour Line
i o oo \ e7 \ ~ / h ~ •0 ~ ~ c \~.0 ~ a ~ p~Q ~
SS ~ h ~ 47b4 a2 Finished Grade Contour Line U o a
+ 55 \ 1 SQ 47.79 Z~
1 ~ 4 4 a~ ~ f A I ~ B'°( a7.9o Right-of-Way or Property Line ~ ~ ° N M ~ M (n W N Mrs
S 9 ! ~ N ~ Existing Woods Line ~ ~ ~ N ~ M
i' f s~ ' ~ g hh q8 ~ \ ~ i ~ ~ \ ~ ( ae.ao ~ ~ m ~ W ~Yn p~oZ°im
J 30 ~ 4) ~ ~ a i s Lc ~c Limit of Construction Line f"' _ ~ m o 0' U_
~S5 ~ ti ~ ~ / $ ~ ~ ~ ZmO~c°-' Proposed Drainoge Flow Direction ~ ~ w a ~ L E
A U m~ o
48.43 V ~ ~ ~ ~ ~ ~C ~ 7.ao 0 0 • EIP Existing Iron Pipe Q c ~ ~ LL
1 ~ / 4 ~V Q ~ 0 \ ~ sS ~c ~ e eta Q~ - m 45.36 • NIP New Iron Pipe ~ ~
5, aeo3 \ o ~ i _ ~c ~ 2`'Ow~ WETL WETLANDS
Q . - - -oE- - - - - -oE- - - - Existing Overhead Electncat Lines
sTa. 5,23 A =~48 / 45.61 Q N - - -x- - - - - -x- - - - Existing Fence ~
PROPOSED ae.oa ~ MH W 44.19 > ~ WETLANDS ~
5A MH N0.103_ ~ ,Fq ~ ~ RIM = 48.2 ~/NG `~~y~, X44.99 Proposed Fence Q .m
INV OU7 iE) = 32.91 1 </,y/ ~ ~~FT W
INV IN ISi ; 33.00 ~ ~ + ~ ~ ~ q~Q INV IN (N) = 34,02 ataa G. ~BoG ~ ~,tia - - -w- - - - - -w- - - - Existing Water Line U ~ o N ~9 ! ~ W ~ ~ N
~ PROPOSED ~tiQ U d N N ~ F9 \~~9 ~ w--~-w Proposed Water Line with Ball Valve and Box LL u~ ~
I A 9 + A5PHALT 9, ~qF ato9 ~ PAVEMENT 2~ ` N P \'9 I 2 ~ ~ A-' W ~ 3UNN
ABP = A! TERNGTF BID ~ s ; ~ ~ 2" I-2 / 6" CABC ?A`lEME'v" _IMIT~ 44 o Q' ~ ~ Existing Storm Sewer ~ ~ z N ,n ~ _ Q~~ ~...N
~ + z I ~ WETLANDS PROPOSED ~ I - Existin Sanitar Sewer and Manhole o z 0 ' ~ °i SS a~
45.70 ,j + m' 2" PVC WATER LINE f o ~ - 9 Y ~aa~tE ~ m a'~n - ~ emu
TREE ~ ~ Q \ + ~ ' --55 - SS Proposed Sanitary Sewer and Manhole Z ~ r ~ A 2
~ J~ rl W~
3 44.69 Proposed 6" CABC Base Course and
I I < UPLANDS ~ 2° Type S-9.5A Asphalt Surface Course I
I 46.60 UPLANDS ~ I +
i f F Temporary Sediment Fence
\ ~ PROPOSED ~ I I EA 2" WATER METER
I I EA 2" RPZ BACKFLOW ~ i PREVENTOR AND a6.4o v v
I ENCLOSURE ago
I I , A-5 } ~ f ~ ~ r, v
1 " ago ~ ~ (t ~ ~ J n a
1 ~ ~ ~ a M } } }
1 N N a m m m M I I
A-6 a6J8 482 43.54 M O In O O m W
- - - - -48.80 ~ 45.15 43.05 + Nw I a U w~ O ~ I I > a ~ a:
+ 44.11 ~ ~ ~ ~ a a ~ r` ~ v=i ° o a
46.46 PROPOSED ~ ~ ~
• CW 56 LF 24" HDPE DOUBLE o cv cv j WALL CORRUGATED STORM ~ M M ~
DRAIN IH-201 U o a m r a I I o ~
C7 O O ~ N
TEMPORARY CONS TEMPORARY CONSTRUCTION % N N C7 ~
NC 91 ENTRANC - - - - - - 47.42 ENTRANCE o } - F - - W ~ U M O
47.42 46.5 47.42 O Q Q Z p O ~ Z Z W~ I ~ N
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~ - --Ew-- - --Ew- - - ---EW-- - - - -EW- - EXISTING 6" WATER LINE w U p ~ ~ U ~ ~ EW---- EW---- ~
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ALTERNATE BID W ~ ~ U
~ GRADING CONSTRUCTION NOTES PIPING CONSTRUCT1ON NOTES I N PUMP STATION NO 1 FLOOD ELEVATION DATA W Q ~ U U
1 Y v n= ~ 2 00 ear Flood Ele atio 48 00 (NANO 88) (from FIRM) ~ O
~ 1. Clear and grub as shown. All trees, shrubs, bushes, debris, etc, within the limits of 1. This piping plan is diagrammatic only. Additional pipe and/or fittings may be required to 1 _ I construction shall be removed and disposed of in accordance with applicable Federal, avoid conflicts, tie-in to existing and/or proposed lines and structures, and/or provide a 100 Year Flood Elevation = 49.11 (NGVD 29) (calculated) LL 1 - The BID SCHEDUL E provides an alternate bld for ~ ~
r~ state, and local lows, rules, and regulations. Disposal site shall be provided by the complete and fully operational system, The CONTRACTOR shall provide all pipe and "Section C - Pum SiaUOn No i" w NGVD 29 = NAND 88 - (-1.11} (formula from FIRM) ~ a Z I' hich does not
a CONTRACTOR. fittings as required at no additional cost to the OWNER. N include the mechanical bar screen which Is mciuded Flood Insurance Rate Map Number 3720368200) Z in North Carolina Greene Count the Section C Base Bid Y ~ ~
/ 2. Construction shall be confined to the area within the property lines shown on this sheet 2. See other sheets for detail piping arrangements, grades, inverts, and pipe locations. Community Panel Number 370378 3682) ~ W
~ and the rights-of-way of adpining streets and roads. Construction within adjoining r streets and roads shall be limited to that required to install proposed improvements 3. All above ground pipe 4" and larger fall be ductile iron pipe with flanged joints unless 2 Effective Date January 2, 2004 Q 2 - The alternate bid pavement CABC Limits are > W
j under this CONTRACT. shown otherwise. Transition to other pipe materials and/or joint types as shown on the Datum for Site Plan = NGVD 29 Z ~ W ,Ilustrateo above with the ces~gnatlor: "ABPL" Q ~
~ 3. Grade sha a and landsco a site to rovide ositive drains a over the entire site and to PLANS. J W
~1 p r P II structures.p Sloe round surface awa from structures. 4. 3 dram surface Ovate away from a p g y All polyvinyl chloride (PVC) water line pipe below ground outside buildings and/or d ~ 3 • The structures Includea ~~n the alternate bid wd1 W }
~ Existing roadside ditch slopes shall be regraded to a maximum slope of 3 to 1. Grading structures shall be SDR 21, 200 PSI unless shown otherwise. ~ shall extend to the edge of pavement of adjoining streets and roods. remain, at the same IocaUOns as ~Ilustrated above ~ ~
5. Force main fittings shall be ductile iron fittings rated at a minimum of 250 PSI working (n Q 0 ~ ~ Z
~ 4. All driveway and parking areas shall be surfaced with a six (6) inch thick layer of pressure with mechanical joint ends with gripping rings. ~ Z
o coarse aggregate base course (NC DOT Type A) and a two (2) inch thick layer of asphalt surface course (NC DOT Type 5-9.5A). 6• Water line fittings shall be polyvinyl chloride (PVC). 0 Q Z W Q
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o All ductile iron gravity sewer pipe below ground outside buildings and/or structures shall / 5• All disturbed areas shall be seeded and mulched within seven (7) days after completion be thickness Class 51 with push-on or mechanical joints unless shown otherwise. 0 W (A W 1- (n W ~
o ~ of grading operations. Entire area within the limits of construction shall be seeded and Q Q
I N mulched except that areas within the limits of bindings, structures, CABC surfacing, and 8. All waste pipe and fittings 4" or smaller outside buildings and/or structures shall be ~ undisturbed areas with a well established grass cover shall not be seeded and mulched. Schedule 40 polyvinyl chloride drain, waste, and vent (PVC-DWV) unless shown ~ ~ ~ ~ Z
oO o0 otherwise. a Q ~
~ ~ 6. Erosion control measures shall be installed prior to beginning construction and shall be / ~ maintained in continuous operation until the final grass cover is well established. 9. Concrete thrust blocking, rodding, gripping rings, wedge action retainer glands, and ~ ~ ~ ~ - Z F...
Erosion control measures shall be removed by the CONTRACTOR after the final grass restrained joints shall be provided in accordance with Section 02668 of the n. ~ Q Z
~ ~ cover is well established. SPECIFICATIONS. 0 N U ~
xl O ~t cv 7. Fill slopes shall be installed at slopes of 3:1 or flatter. Install and maintain excelsior 10. Water containing chlorine residual shall not be discharged within one thousand (1,000)
~ matting on all fill slopes until grass cover is well established. feet of surface waters. Flush water containing chlorine residual shall be discharged into ~uuull ulllllli ~ D
/ N diked ditches and contained until no chlorine residual remains. ~ ~ 8. Proposed contour lines and spot elevations ore to finished grade.
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SHEET 38 OF 50