20201912 Ver 1_ePCN Application_20210216

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20201912
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Little Creek Outfall Selmer Line Replacement
1a. Who is the Primary Contact?*
Joshua Baird
1b. Primary Contact Email:*
[e-mail]
Date Submitted
2/16/2021
Nearest Body of Water
Little Creek
Basin
Neuse
Water Classification
C, NSW
Site Coordinates
Latitude: Longitude:
35.6426-78.4636
Pre -Filing Meeting Information
ID#
Pre -fling Meeting or Request Date*
12/18/2020
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\sagoss
1c. Primary Contact Phone:*
[phone]
Version
51.51 KB
A. Processing Information C^U
County (or Counties) where the project is located:
Johnston

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 12 - Utility Lines
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
V Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Town of Clayton
2b. Deed book and page no.:
BK 00519, PG 0104
2c. Responsible party:
Joshua Baird, PE, Town Engineer
2d.Address
*
r Yes r No
r Yes r No

Street Address
111 East Second Street
Address Line 2
City
Clayton
Postal / Zip Code
27520
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
John D. Poetzsch
4b. Business Name:
The Wooten Company
4c.Address
Street Address
120 North Boylan Avenue
Address Line 2
city
Raleigh
Fbstal / Zip Code
27603
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
20201130_Agent Authorization.pdf
State / Rovince / Fbgion
NC
Country
USA
2f. Fax Number:
[phone]
Slate / Rwince / Region
NC
Country
USA
4e. Fax Number:
423.76KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(i appropriate)
WA
1c. Nearest municipality/ town:
Clayton
2. Project Identification
2a. Property Identification Number:
05H03027Z, 05018005K, 05H03029S,
2b. Property size:
05018005E
WA - Linear project
2c. Project Address
Street Address
Address Line 2
City
Slate / Province / Fbgion
Fbstal / Zip Code
Country
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Little Creek
3b. Water Resources Classification of nearest receiving water:*
C, NSW
3c. What river basin(s) is your project located in?*
Neuse

3d. Please provide the 12-digit HUC in which the project is located.
030202011005
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The proposed utility project Will extend across four (4) properties for a length of 1,500 If with an additional 800 feet of side branches to the main line. The majority of the work is within or
adjacent to existing maintained sewer, Duke transmission, and gas main easements. The easements are open and regularly mowed for maintenance access. Approximately 350 feet of
the project is in a wooded area that will require clearing. There are small patches of wetland within the project area. The new sewer line will cross a small stream. The route of the gravity
sewer runs parallel to Little Creek, but only comes with 60 feet of the top of bank at one location.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
4d_USGS Topo Map Excerpt.pdf
3.46MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
4e_NRCS_Soil_Map.pdf 856.3KB
4f. List the total estimated acreage of all existing wetlands on the property:
Over 1 acre - This is on the tracts that the project will cross but not within the work areas.
4g. List the total estimated linear feet of all existing streams on the property:
600 ft Unnamed Tributary to Little Creek, 1,000 ft Little Creek
4h. Explain the purpose of the proposed project:*
The proposed project is a 24-inch sanitary gravity sewer approximately 1,500 If long with an additional 825 feet of side branches to the main line (210 ft of 8-inch, 226 ft of 10-inch, 134
ft of 12-inch, 255 ft of 24-inch). The line will replace an existing aging 18-inch sanitary sewer outfall.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The 1,500 ft long 24-inch sanitary sewer outfall will replace an aging 18-inch sanitary sewer outfall. In addition there is approximately 800 feet of side branches. Of the total 2,300 feet of
gravity sewer, 1,900 It are in maintained easements and 400 ft in new work easements. The existing 18-inch sewer Will be replaced by the 24-inch sewer main within or adjacent to the
existing easement. Approximately 350 feet of the new easement will require tree clearing. A small (2-3 ft wide) unnamed tributary of Little Creek will be crossed by open cut trenching for
installation of the gravity sewer. There will be a permanent impact of approximately 0.037 acres of wooded wetlands. The possible equipment that will be used on the project are one to
two large excavators, dump trucks, and pickups. The project will require bypass pumping of the sewage during installation of some of the sewer mains.
4j. Please upload project drawings for the proposed project.
20201208_Plans for Outfall.pdf 11.27MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes
Comments:
r No
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Phil May
Agency/Consultant Company: Carolina Ecosystems
Other:
5d1. Jurisdictional determination upload
201208_Littl eCree kSewer_PJD_Draft_12082020. pdf
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
4.85MB
6 Unknown
Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
No other permits will be required.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):

W Wetlands W Streams -tributaries [L Buffers
F Open Waters F Pond Construction
2. Wetland Impacts
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W.
2d. W. name *
2e. Forested *
2f. Type of
Jurisdicition*(?)
2g. Impact
area*
C-1.01
Utility Trenching
T
Small -Basin Wetland
WB
No
Corps
0.001
(acres)
C-1.01
Const. Access
T
Small -Basin Wetland
�Wc
Corps
0.001
(acres)
C-1.01
Utility Trenching
T
Small -Basin Wetland
WD
No
Corps
0.032
(acres)
C-1.01
Const. Access
T
Small -Basin Wetland
WE
�Corps
0.001
(acres)
C-1.01
Utility Trenching
T
Small -Basin Wetland
WF
�Corps
0.007
(acres)
C-1.01
Utility Trenching
P
Hardwood Flat
WG
Yes
Corps
0.037
(acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.042 0.037
2g. Total Wetland Impact
0.079
2h. Comments:
Utility work is Within existing maintained utility easements With the exception of the forested wetland area.
3. Stream Impacts
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
g1 Utility Trenching Temporary Excavation UT to Little Creek Perennial Both 3 10
Average (feet) (linearfeet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
31. Total temporary stream impacts:
0
10
31. Total stream and ditch impacts:
10
3j. Comments:
A coffer dam will be used to allow construction across the creek which Will include
a pump around to maintain the stream flow. Rip -rap Will be used to
stabilize the banks with erosion matting.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
P Neuse
r Tar -Pamlico
F Catawba
r' Randleman
F Goose Creek
F Jordan Lake
F Other
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Deemed Allowable
T
Ui of Little Creek
No
2,666
1,764
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 2,666.00 1,764.00
Zone 1 Zone 2

Total Permanent impacts: 0.00 0.00
Zone 1 Zone 2
Total combined buffer impacts: 2,666.00 1,764.00
61. Comments:
Work is within existing maintained sewer and overhead electrical utility easements. The widths of the buffer crossing will be less than 40 feet.
Supporting Documentation
WL1.pdf 1.54MB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
An Option 2 was to install all the new utilities adjacent to the existing utility. This option would have impacted approximately 0.1 acres of forested
wetlands. In lieu of this option, approximately 520 feet of the design installs the new sewer by removing and replacing the existing. An Option 1 was to
cross the power & gas easements east of the existing sewer outfall and run parallel to the south side of the power easement. This option would have
impacted approximately 0.14 acres of wooded wetlands. This option was abandoned for the selected option.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The main construction technique that was selected to avoid impacts was the decision to remove the existing 18-inch pipe and install the new 24-inch
pipe in the same trench for a distance of approximately 520 feet. This allows the work to stay within the existing maintained easement.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r' Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project has a permanent wetland impact of less than 0.1 acres.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
E Yes r No
Comments:
This projects impervious area is limited to only four (4) new 5 ft diameter manholes.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
u
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
r Yes r No

Comments:*
This project is funded by the Town of Clayton.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes f• No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
This project will replace an eAsting deteriorating sewer main. This project will not result in additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-87
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Stream Aquatic Survey
Consultation Documentation Upload
191114_Little Creek Carolina Eco Aquatic Species Survey Report-Final.pdf 1.62MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
hftps://vmw.habitat.noaa.gov/application/efhniapper/indexhtml
No Habitat Areas of Particular Concern (HAPC) were identified at the report location.
No EFH Areas Protected from Fishing (EFHA) were identified at the report location.
Also checked - http://portal.ncdenr.org/c/document_library/get_file?uuid=caado4d6-2df9-4809-bOc6-cc3df70fb2a7&groupld=38337
Project site is over 10 miles from the Neuse by the stream flow.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The State Historic Preservation Office Historic Properties Map
7c. Historic or Prehistoric Information Upload

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
Where this project is in the floodplain, it is an underground installation, with the exception of manholes to be installed. The new manholes Will replace
existing manholes.
8c. What source(s) did you use to make the floodplain determination?*
Data obtained from NC Floodplain Mapping Program (hftp:\\vmw.ncfloodmaps.com) and the FIRM Map #3720165800K, Panel 1658
Miscellaneous U
Comments
The Pre -Filing Meeting Request is attached along with the Corps 404 permit for the reviewand approval for the NC 401 permit.
Miscellaneous attachments not previously requested.
DWR Pre -Filing Meeting Request Form.pdf 52.62KB
20201222_Corps - SAA-2020-02177 Little Creek Outfall Sewer Line Replacment NWP 12 Verification. pdf 8.2MB
Signature U
*
V By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
John David Poetzsch
Signature
"PAVOo Wr.%40-
Date
2/16/2021

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. N/A
PLAN NO. N/A PARCEL ID: 050180056, 05018005K
05H03029S, 05H03027Z
STREET ADDRESS: Across 4 properties - Sta 0+00 (Lat 35.6413, Long-78.4637)
Sta 14+60 (Lat 35.6446 Long -78 4647)
Please print:
Property Owner: Town of Clayton (Existing & proPosed utility easements)
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
John D. Poetzsch. PE , of The Wooten Company
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Telephone:
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signa re, Authorized Signature
Dip,,-� a..,�'n')��s �
Date: hG� aC�:O Date:

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TOWN OF CLAYTON Date:
JOHNSTON COUNTY NORTH CAROLINA NOVEMBER 2020
LITTLE CREEK OUTFALL SEWER LINE REPLACEMENT Scale:
� 1" = 2,000'
THE WOOTEN COMPANY
120 North Boylan Avenue Raleigh NC 27603-1423 USGS TOPOGRAPHIC SITE MAP Project No.:
919.828.0531 Fax [phone]
License Number: F-0115 2756-BP

729220
35o 38'44"N
r
35o 38' 26" N
729220 729310 729400 729490 729580 729670
Map Scale: 1:3,820 if printed on A landscape (11" x 8.5") sheet.
Meters N
0 50 100 200 300
Feet
0 150 300 E00 900
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
Soil Map —Johnston County, North Carolina
(Little Creek Outfall Sewer Line Replacement)
729310 729400 729490 729580 729670 729760
729850 729W
729760 729850 729W
730030
35o 38' 44" N
0
n
35o 38' 26" N
730030
11 /3/2020
Pagel of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
0
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
o
Sodic Spot
Soil Map —Johnston County, North Carolina
(Little Creek Outfall Sewer Line Replacement)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
th
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
4�
Other
line placement. The maps do not show the small areas of
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
—
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
. 0
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Johnston County, North Carolina
Survey Area Data: Version 24, Jun 4, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 22, 2018—Oct
25, 2018
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 11/3/2020
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Johnston County, North Carolina
Little Creek Outfall Sewer Line
Replacement
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CeB
Cecil loam, 2 to 6 percent
slopes
12.3
23.3%
NuA
Norfolk -Urban land complex, 0
to 3 percent slopes
1.5
2.9%
PaD
Pacolet loam, 10 to 15 percent
slopes
6.5
12.3%
RnF
Rion sandy loam, 15 to 40
percent slopes
1.2
2.3%
WoB
Wedowee sandy loam, 2 to 8
percent slopes
1.7
3.1 %
WoD
Wedowee sandy loam, 8 to 15
percent slopes
11.5
21.7%
Wt
Wehadkee loam, 0 to 2 percent
slopes, frequently flooded
18.1
34.3%
Totals for Area of Interest
62.9
100.0%
USDA Natural Resources Web Soil Survey 11/3/2020
Conservation Service National Cooperative Soil Survey Page 3 of 3

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VICINITY MAP
NOT TO SCALE
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5 170
NOVEMBER 2020
MAYOR
JODY McLEOD
MAYOR PRO-TEM
MICHAEL GRANNIS
COUNCIL
BOBBY BUNN
AVERY EVERETT
ART HOLDER
JASON THOMPSON
INTERIM TOWN MANAGER
JD SOLOMON, P.E.
THE WOOTEN COMPANY
120 North Boylan Avenue Raleigh NC 27603-1423
919.828.0531 fax [phone]
License Number: F-0115
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PROJECT AREA MAP
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C-0.01

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CONTROL POINT #11
CONTROL POINT #12
N=688684.6, E=2159494, EL. 240.22
N=688837.5, E=2159352, EL=236.39
PK #2 NAIL SET
REBAR/CAP
��SMHNo.'IE16--
-
% , .. ,. .. .. .. .. .. .. .. .. ..
/
\�_-
SSMH No. E14 1 1
Inv=
Inv=
/------------
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/.
l :1
SSMH No. El
-�-------------------
Rim=239.38
Inv=231.46(8)
FUTURE NCDOT ROADWAY AND BRIDGE \
�G] IMPROVEMENTS SHOWN FOR REFEREN ssIVIHl1.4
CONTROL POINT #14 (
ti n ONLY. (NCDOT PROJECT No. R-3410) P.im=240.06
N=689457.5, E=2159183, EL=235.93 F ��, Inv 232.30 (18')
REBAR/CAP / -_�� ��� v �'�Q �� \8"WaterA_[ain
Asphalt /'\i` ./ MH No. 10
0\for'I� �Greenwa /-.t./ 203°19'48"
Gas Main
O � Warnin Post / \\� // \\ J \\ / \\ � eye /'/ ' GREENWAY
g REPAIR
\ / \ / / // // ;� APPROX. 60 FT,
/�' / / tae�reek?O� - / _ 36°RCP 4' #13 SEE DTL. SHT.
-'' 1 7 - - - - //\ ,'/ / Li� _ �� - \ _ In v=234.79 / / C-3.02
Propertvof \� ---- ---- _--� �_ , i %` \ / iJ/,/�j/
The Glennie Re; Colp ��. (' PP � _ •-- �\ _ 'i�- / \ ��\% � A\ A ///SSMHEl
DB:01021,PG:0723 \ w anBe% vv�� v 1\� \ ///�./, ,, Rim 240.38
Pin No. 165808-98-0512 - _ _ _ _ _ A \\ o Zany �i lu , _ I \
SSMH No. E20
Ye CrRim=240.92 - - - - - _
eek Inv FM Out=232.17
SSMH No. E4 / Ex. 30' Sanitary
Rim=239.90 \\ y ine (AF
/ \
' Sewer Easement i l Z _r / \� teL L SeN,et
Inv 18
SSMH No. E22-
- -Pro erty Line (Approx) �o - PP
_I \_ Rim=240.87 _ _
Inv8"FMOut=232.18 /_ - /' � '- I -_ pc_00
_- - Propeityof / - CP �No. 8
'----------- TOWNOFCLAYTON /,' ��/; --- #14 / ✓c '''I �" s7-- / 1.. ' P� / �/ / /
/
Ds: 00519 Pcom�itjl
:
Pin No. 16580S-98-5881 �' a . a 9 /' / Y > - _ _ - l - /�'�.,.i ' A rox) / , i
>:
/ /... /\/Proper\;Ljrie�'_- dt-7
Y
i> SEE SHT. C-1.04 �.�s ! \ -�� / MH No. 8A
MH No. 12 6 \ / `���P> \ / /�C/ MH No.OUT
SSMHE29 SSMH No. E5 / \ \ �TopofDitch 8" SANITARY SEWER,/ //
R1m=236.96 "-------" > > 14) \ Rim=240.61 l// \ i ''>'''>'>' ,�_'�� ��`\ ( ) i / \/ \
10 SANITARY SEWER ` SEE PROFILED J
In v-228.26 (24') (SEE PROFILE B) I \ 4/,
>' H,' WETLAND WD Inv18"230.67 ,/ �� . 93�1
/ t� �. '\ ale > > , : > > >
/ �'/ ' Tnv 8" F1V1=2i7.55 ' / \ 5� > >, V l I i ' / - _ ' /.: / / LO
SSMHE28 _J�ETtA�ND-WE � _ � ro � � , , � , , � � , I ,
Little Creek Water w _----------- ; \ 2�5 > > , , o \
Rim=237.07 _-- 3 > > > i
Inv 228.74 �4 _ - ---" I > Ex. 30 Sanitary \ / e / MH No. 16 I I / -� 0
Reclamation Facility ------------- �:_1.--- i W W W W W / SSMH No. E6 k //� i9 �e� -sue j O
a a.
\ WW WWW` S E
W W W elder S Rhn=241.84 i \` - - - / -V \ , 1la - _ - / �' ,' ,'Pr er of /
--------------------------- W Inv=230.23 I8" s, >� > ��
j Easement
/
Existing Head works \ j SSMH No. E7 ( ) 5�' _ _
X / \ a / \ ' / FJj° j � � ._ _ - - _ ' ,' S%,9 TE EMJ'LOYEES CREDIT jJlVIO'\'
Inv In= 228.54 24 " x + \ J B No. 1 Rin,=23707 y y y y W W W I / L` 1 / ` - ��fi _\ _ - - _ - - - - - _ _ _ -'' / , DB,0108 PG: � 2,",; /
\ ..'yW` W I WETLAND WC I / �.' /
SEE DTL. C/C-1.03 W l h,v=229..59 IS"&8 / __ __ - �\ ;No. 658as-99s zb
Ct
JB No 1A, WETLAND
MH No. 14
170°23'18"
SSMH E31
Rim=237.73
Inv=229.31 (24')
MH No. 15
24" SANITARY
SEWER
(SEE PROFILE A)
SSMH E30
M
2,10
Inv 231.93 (18')
MH No. 9
124°52'30"
\ / I
SSMH E2
Rim=
I i Inv In=
\� + \Inv Out
I'
l > > SSMH E3
/ w j R ni-240.90
Inv In=232.87 (8')
hiv Out=231.40 (18')
` -'N � NnwnrFninierly:
p� PSA'CILP
/SSMH E3A ��� m DB: 03797, PC 0996
/ Rim=243.39 ; Pin No.165920 804332
InvI 1=235.81
Inv Out=233.88
STMH
\ Rim 242.67 \
Inv=236.80 (36"RCP)
OPEN CUT
ASPHALT
AND C&G
�° \ �_/ _.o- _ - -__ 1NLAI�ECWG- -,.T i /�' / MH No. 11
SEE DTL. C/C-1.03`
_ -- \\ \ _\Wy O - �;. 4` �'' °'1- sue, s
� ii� 4
\ ` ` \ + MH No. 2 W - 8"Reuse Water Line (Approx) / yyl' / l \ - yam,` ,S� / moo- .� \ l
SSMH No. E27 ,, \ d - 256
I ,> 20 % �` �• O .� , _ > � ,��/ � % � �� SSMH E3B
/ Rim=238.40 _ \ \e-z'180°4'S0" W WWyWw <<18"Sanitary Sewer \I ;//, _ _ -_ _ 12 SANITARY SEWER
Inv=229.02 �c e (AL'prOx� - - I ��` (SEE PROFILE E Rim=249.24
GW {e1Lin -'-.-. ) In = 41.64
use ••SS W W.�W __ _-_ _f�sZ� � �\ � � / '�/ .�/,/,/ _' � _ -
SSMH No. E26
Rim--236-.84- _ _ ' -_ - - - - - - - - Ex. 30 Sanitary Sewer _ ' -i Z'� '� ",/ \TCE
�It7vJ9.03` t// Easement��e-
--- �� ❑ / \ o -. _ ANTI SEEP -� - - - _ - _ -
ot�-__;'%/',=COLLAR(TYP)7 -__ 4e --- - - - -- _ --MH No. 4
8" SANITARY SEWER _ - - - - - - _ _ _ - MH No. 3 _ 186033'09"
2.
---. _ -- (SEE PROFILE C)------------ - - - --' / /
m�
%--�IIEI"CAN��- MH No. 51
Gas Main
108036'23"----- -- _ \ Warning Post
Rim-243.37 / ,c __------_ -_\�
Inv=237.19 (24') h l \ - 'i �_ �' SSMH E17i,
�'��_---� -
Inv 229.61 (24') Y anrt 1 ' X 0
v ® SSMH E25 X �`�
CP# 11 Rim 238.27 SSMH E23 SSMH E18 �� er ' �°
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- v , InvIn=231.89 (10"VCP) Rim=238.78 Rim 248.41 �'� : � � � � �
\\\\\\\ Inv Out 230.28(10"VCP) Inv=229.8U x Invin=244.26(8') MAIN FIVE FEET BELOW GRADE
Inv Out=234.64 (8') � / �
X
PUMP STATION SSMHE24
(BY OTHERS) Rim=260.861
X Inv 247.33 (8')\
MH No. 6
119°49'34"
SEE GRADING DETAIL
B/C-1.03
FOR SOIL AND EROSION CONTROL, SEE SHEETS EC01-EC05
CONTROL POINT #13
N=689971.7, E=2159048, EL. 239.62
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JOINTS ARE NOT REQUIRED OUTSIDE
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DESIGNED BY:
JDP
DRAWN BY:
TK/EML
CHECKED BY:
JDP
PROJECT NO.:
2756-BP
DATE:
NOVEMBER 2020
SCALE:
HORZ.: 1 " = 50'
VERT.: 1 " = 5'
C-1 .01
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00

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SEE DETAIL C/C-1.04
SEE DETAIL D/C-1.04
N
INV OUT=232.00
Ex. 8" Re' Water
49.59 LF OF 10" RJDI SANITARY SEWER
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SANITARY
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NOTES:
1. USE INTERIOR
2. SEE SHEET
AND DETAILS.
PROFILE
COATING IN
C-1.04 FOR PLAN
E
MH #16.
VIEW
—PRO
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D
215 215
0+00 1+00 2+00 0+00 1+00 2+00
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'•. AVID P��.•�
DESIGNED BY:
JDP
DRAWN BY:
TK/EML
CHECKED BY:
JDP
PROJECT NO.:
2756-BP
DATE:
SCALE:
NOVEMBER 2020
HORZ.: 1 " = 50'
VERT.: 1 " = 5'
C-1.02

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INSTALL ONE 20' DI PIPE LENGTH FROM OUTLET
#3 AND PLUG END FOR CONSTRUCTION TO
FUTURE PUMP STATION
PLAN
ELEVATION
c JUNCTION BOX (MH NO. 2
1.04 SCALE: 3/8" = V-0"
INV
ELEVATION
O
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20
229.89
O3
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®
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A,
-------------------
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245
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GRADING AT MANHOLE NO. 7
SCALE: 1" = 10'-0"
FINAL DRAWING
FOR REVIEW PURPOSES ONLY
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7952 =
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'•. AVID P��.•�
DESIGNED BY:
JDP
DRAWN BY:
TK/EML
CHECKED BY:
JDP
PROJECT NO.:
2756-BP
DATE:
NOVEMBER 2020
SCALE:
AS SHOWN
C-1 .03

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2 Rin7=240.92 ,r /,-' el Path
O `��l Inv FM Out=232.17 Gravel
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SSMH No. E22 GO ,// �\�� // �0�'rune --
/ Rim=240.87 / ` - -s ate
Inv8"F_WOut 232.18
IZe
e
SSMH No. E4
/ Rim=239.90 /
16'
C-1.o
MH E4 TO
BE
DEMOLISHED /
/
ODOR /
/.
CON1%ZOL
/ \ SSMH No. E5
REMOVE EX. 18
/ / \Inv 8"FM-231.55
\ ater1lne r/ M
Reuse
MH E5 TO ' I
\ �\ BE
\ \ DEMOLISHED
--- 236
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EX. 8'
GRAj
EX. 8"FM
LE i I
SW_
DEMOLITION - MANHOLES E4 & E5
SCALE: 1" = 10'-0"
84„ 7,_6„
INV 8" = 232.17
I
A EXISTING MANHOLE E4
1.0 SCALE: 1/4" = V-0"
INV 8 "-232.18
B EXISTING MANHOLE E5
-1.0 SCALE: 1" = 10--0"
REMOVE 8" ELBOW
RIM 239.90
I
^
— I INV (18') = 230.54
DEMOLISH EXISTING MANHOLE
AND LINE TO TEE
EX. S'
NOTE: THE EXISTING UNDERGROUND PIPE FITTING ARRANGEMENT
INDICATED IN DETAILS A & B IS ASSUMED. CONTRACTOR SHALL EXPOSE
BOTH CONNECTIONS PRIOR TO ORDERING MATERIAL. NOTIFY OWNER
AND ENGINEER PRIOR TO EXPOSING PIPE. PROVIDE PICTURES OF EXISTING
CONDITION TO ENGINEER. PROVIDE RECOMMENDATION FOR PIPE CHANGES IF
NECESSARY FOR ENGINEER'S APPROVAL.
RIM240.61
I
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E5
I
DEMOLISH EXISTING MANHOLE
AND LINE TO TEE
INV 8" 231.55 INV 18 "=230. 67
EX.
G1avelPath
s AT aterline
NEW 8"X10"
INCREASER, TYP. OF 2
NEW 10" PVC SEWER,
,' I
SEE SHT. C-1.02
PROFILE E
/
I
MH 16
— NEW 10" PVC SEWER,
SEE SHT. C-1.02
PROFILE E
/
NEW WORK - SURGE MANHOLES
SCALE: 1" = 10'-0"
8'-4"
JEW 8" FLANGED TEE
V/ BLIND FLANGE
NEW 8" X 10" INCREASER
NEW 10" PVC GRAVITY TO MH16
INVS"=232.17 INV 8"=232.0
c SEWER EXTENSIONS TO MH # 16
1.041 SCALE: 1/4" = V-0"
1NV S" 232.18 INV 8"=232.0
SEWER EXTENSIONS TO MH # 16
SCALE: 1" = 10'-0"
NEW 8" X 10" INCREASER
NEW 10" PVC GRAVITY TO MH16
DUKE POWER EASEMENT
PSNC GAS EASEMENT
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DESIGNED BY:
JDP
DRAWN BY:
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CHECKED BY:
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PROJECT NO.:
27S6-BP
DATE:
NOVEMBER 2020
SCALE:
AS SHOWN
C-1.04

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CONTROL POINT #12 TG IMPROVEMENTS SHOWN FOR REFEREN SSMH EIA
CONTROL POINT #11 �
CONTROL POINT #14 ° (� P.im=240.06
N=688684.6, E=2159494, EL. 240.22 N=688837.5, E=2159352, EL=236.39 ti n ONLY. (NCDOT PROJECT No. R-3410)
N=689457.5, E=2159183, EL=235.93 F ��, Inv 232.30 (18')
PK #2 NAIL SET REBAR/CAP \ \ \ / �� /. / / _�-'' \ \ ��, Main l /
REBAR CAP 8" Water a /
sph t / I / Mlj/Pjl/ 10
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Gas Ma / \ / \ O ar / /,
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/ GREENWAY
TRAIL REPAIR
\ \ - \ \ \ , \ ,, , / /' I \i\ \ / / _ I / \ / / o� / 3 P \ / c/ ///'/ APPROX. 60 FT,
SEE SHT
' ---- ---- X� ,/// Little - \ -._In 79 - / / /2/P #13 C 3 02T
Proyertyof '\ �\ L
- - - - - - _ - - \ �- / / The G'lennre Pea Coil, i' \ ( I'I' 7 \ _ \ \ \ \ ' / / �/ SSM/fI E1
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/ // \ \�\ \ / /,' ./ Rim 240.38
- - - - _3 - - - - - - - / i'L - \ \�c% / _ -- Pin No. 165808-98-0512 _ - ' \ ,\ o , 1 euS �/ / _ \ \ I \ /:/ p� / In v231.93 (18)
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Inv=- - �� i I v= / l l / �' - 8- I I d I Rim=
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CP
Prnhcrtyof ' ' / r� d+ Nnw nrFninicrlj-:
&
- 1 i i'/ i, MH No-8- '� / '�
------ -------- TOWN OFCLAYTON ,' �l; #1 P, / / N n PSA'CILP
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Pin No. 165808-98-5881 �' ° - __--- / // > / _ / / - _ / =� / ' ,' i \`\ I \ / �• m Pin No. 165920-80-8332
-' � � / Rim=243.39
SEE SHT -1.
MH No. 12 \ -� No. SA \
6 -- \ �e� \ / /�Ct _MH-N6. 7r �/
SSMH E29 ' , / \ ' / 1 I > \ \ / _ - i% at DiEc1`- - " \
- SSMH No. E5 / // \, f_ _ Y _ _ 8 SANITARY SE / \\ \ im 242.67
---- \ P.im=24o.61 >j� �(�€E PROFdI ( )
Rim=236.96 10 SANITARY rF_WE �'/ _ In=236.80 36"RCP
Inv=228.26(24')-_�E.E-PRflF�E-B) I \
/ , WETLAND WD Inv 18'23U.67
--- / > Tnv b'"' F1VT=237.55 C / / t / \, > > > > >
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Little Creek Water w _----------- > , \ , , , , I ' - , , - _ _ _ ; tO
Rim=237.07 _-- > > \ / 23 i i i i /
Inv=228.74 (242--- - ---- I MH WETLAND WE / \ / �/ o
l a > SSMHNo. E6 9d j� j > I > j j j j /I ' ' '' ' ' /�� / O Reclamation Facility ty ----- - � � � ° " W W W W W W x. a asemen t = k -s , > � � � � � � I / '
----- 65 1843 W WWWWW Sanitary 4 � \ �'� � � � a�� � � � � � la I i i
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CP #12 W W W W W W SSMH nI `--- �' i I,s, _ > > > > > >_ -_- i'cd/,' Pr�ierty/df
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X / / / �' / \ ' /_ _ / �J _ _ - _ _ - - - _ �'/ /� TAT EM�COYEPS C�EDIT / 'IO �'
Inv In= 228.54 (24" x \ Rim=237 y yyW W W W wETtAND wC / / \ - - - - _ ' _ �� _ j _- _ - �'DB"Ia AG: a 2,;,
X / l T71v229. 9 W PP i � n' \ _ '� - - _ - - '� �' ti'iriNoJ65808> v9 s26 /
JB No./ WETLAND
I SE DTL C/C-1 - _ _ - \ 1NLl4ECWG - / �i�' /MH No. 11
25e - sM E3s
/ ) \\ N E27 \ \ \ Cn l /� O✓ ->'� _ _ - - 12" SANITARY SEWER
Rim fi241.64 (SEE PROFILE E) Inv 241.64
\ SSMH ' �-�\30' / i' / /' /��
H NO. am236-.84- 2p'
'rz
/%03` (// _ x '---� Wr- _?--SekC�nt/�k8'-__� \,\ \' I' / I , / /"/' / /
MH -15 _ SSIGIHE31 /--1 / x _ CL,�fRTP Iv}H No. 4 z / I // / / / l l l I y l /
-1205052'52" Rim=a - I - - >� i_ -\ - -_ '� ,4r�Lf 4RYSI VNEf� _ - - 1ETL7�Ni?1RtF - wi No- :3 � - S� 186-33'09" � �� ` � � 119°49'34"
-htv=229.31 (2 ')\l \ _ -- -i _E�RQF-I-- - - - -- -- - - - --- i _--- \ / 7 c /
24" SANITARY �\ /_� �,\ - _ --- - ------ - ;;____ \� s€ � // I/I MHNo 51
SEWER - ` �- ,.= �` - - - - Ml��do: 13--------- -----
(SEE PROFILE A) -- %i / / /' ,, _ �' - - - - - - - - _ _ - _ ; - _ SEE INSET A / Gas Main
', �_- SEE GRADING DETAIL
/ ' 10$e36 -2-"- - - - - - - - _ rt / \ / Warning Post /
I CONTROL POINT #13
N=689971.7, E=2159048, EL. 239.62
1 MAG/SET
I
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Rim=243.37 / �' / c_' ,� ----------------- -�- / \ \ Z
Inv=237.19(24')_S_- - -/ - i / / / /
Res,' _-_ / O
Rh
Inv 2�.��e2�'� /
HE25 x \ . - - / \ / FOR SOIL AND EROSION CONTROL, SEE SHEETS EC01-EC05 / Q
Ri 238.27 SSMH E2 SSMH /
In It1.89 (10" VCP) Rim=238.78 I Rim 248.41 _ / / GO GAS COMPANY POTHOLES TOP OF GAS /
htv ut 230.28(10"VCP) Inv=229.80 x Inv In=244.26(8') �.�� / \ MAIN FIVE FEET BELOW GRADE .L //LL
111vOut=234.64(8') v/� / / 0
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PUMP STATION -'so, /
(BY OTHERS) I Rim=260. / \ / 2 5' 0 5 0' 1 0' 1501
0
X Inv 247.33 (8
SCALE: I" = 50'
OPEN CUT 0�100 \
ASPHALT��
AND C&G
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INSET A
Wr, 7.r 1...1..
PERMANENT EASEMENT
WETLAN D
AREA PERM. ESMT
AREA TEMP. ESMT.
W B
200
WC
58 SF
WD
1397 SF
WE
65SF
WF
301 SF
WG
1620 SF
TOTAL
1620 SF
1821 SF
WC -STREAM
163 SF
ZONE 1
ZONE 2
STREAM
IMPACT
2647
1764
W B
1 19
1
1 181
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SEAL
7952 =
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11111100
DESIGNED BY:
JDP
DRAWN BY:
TK/EML
CHECKED BY:
JDP
PROJECT NO.:
2756-BP
DATE:
NOVEMBER 2020
SCALE:
HORZ.: 1 " = 50'
VERT.: 1 " = 5'
WLI

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FUTURE NCDOT ROADWAY AND BRIDGE \
CONTROL POINT #12 TG IMPROVEMENTS SHOWN FOR REFEREN SSMH EIA
CONTROL POINT #11 �
CONTROL POINT #14 ° (� P.im=240.06
N=688684.6, E=2159494, EL. 240.22 N=688837.5, E=2159352, EL=236.39 ti n ONLY. (NCDOT PROJECT No. R-3410)
N=689457.5, E=2159183, EL=235.93 F ��, Inv 232.30 (18')
PK #2 NAIL SET REBAR/CAP \ \ \ / �� /. / / _�-'' \ \ ��, Main l /
REBAR CAP 8" Water a /
sph t / I / Mlj/Pjl/ 10
G�7�a \G en -,�r9'48"
Gas Ma / \ / \ O ar / /,
Warn. gPost
/ GREENWAY
TRAIL REPAIR
\ \ - \ \ \ , \ ,, , / /' I \i\ \ / / _ I / \ / / o� / 3 P \ / c/ ///'/ APPROX. 60 FT,
SEE SHT
' ---- ---- X� ,/// Little - \ -._In 79 - / / /2/P #13 C 3 02T
Proyertyof '\ �\ L
- - - - - - _ - - \ �- / / The G'lennre Pea Coil, i' \ ( I'I' 7 \ _ \ \ \ \ ' / / �/ SSM/fI E1
-. - . J ...... - - - DB: 01021, PG: 0723 _ / / \ \ g"f� j' \\ \`\\. /
/ // \ \�\ \ / /,' ./ Rim 240.38
- - - - _3 - - - - - - - / i'L - \ \�c% / _ -- Pin No. 165808-98-0512 _ - ' \ ,\ o , 1 euS �/ / _ \ \ I \ /:/ p� / In v231.93 (18)
/1011
SSMH No.E2U �/ � _- %/T_-� -/ ��arlal� upj MH N0.9
\ SS HNo.16 - -� /; j, .. J .. .. % I \ - I�i1Vo. E14 Little Rim=240.92 _ _ - - - _ - j , / - i' 1 je� i F / / �\ _ . M / 1124 52 30
_ 'C
/ / � _ ` - - �Li w / I SSMH E2
reek h1vF_A�I Ou[=232.17 � - � � `a I /
Inv=- - �� i I v= / l l / �' - 8- I I d I Rim=
55,WHNo. E4 / / Il ( ' i'''' _--�--__\ i i' ' / / \ I F
Rim=239.90 ! t rV Se EaS e t ` ' / \ y _ - / 7C 'Z� \+ Inv Out=
p� \ / / i' i
Inv18"=230.54 \`-� / / ' j�3 - �'� / I
/ - - E3
--------' ' / \ i' V \ ' Path / r , \ n I Rl 1=240.90
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Inv 231.46 Inv 232.87 (8')
Rim=240.87
h7v0-231.40(18)
Inv8"FMOut=232.18
CP
Prnhcrtyof ' ' / r� d+ Nnw nrFninicrlj-:
&
- 1 i i'/ i, MH No-8- '� / '�
------ -------- TOWN OFCLAYTON ,' �l; #1 P, / / N n PSA'CILP
/ DB: 00519, PG 0104 ,' / > > _ ' �� , / pitJ �/ / ` X /. \ / SSMH E3A �_ DB: 03797, PG 0996
Pin No. 165808-98-5881 �' ° - __--- / // > / _ / / - _ / =� / ' ,' i \`\ I \ / �• m Pin No. 165920-80-8332
-' � � / Rim=243.39
SEE SHT -1.
MH No. 12 \ -� No. SA \
6 -- \ �e� \ / /�Ct _MH-N6. 7r �/
SSMH E29 ' , / \ ' / 1 I > \ \ / _ - i% at DiEc1`- - " \
- SSMH No. E5 / // \, f_ _ Y _ _ 8 SANITARY SE / \\ \ im 242.67
---- \ P.im=24o.61 >j� �(�€E PROFdI ( )
Rim=236.96 10 SANITARY rF_WE �'/ _ In=236.80 36"RCP
Inv=228.26(24')-_�E.E-PRflF�E-B) I \
/ , WETLAND WD Inv 18'23U.67
--- / > Tnv b'"' F1VT=237.55 C / / t / \, > > > > >
SSMHE28 ------___- _ a �l ' `_�I \ > > I \ _ _ I I , ' '' / - /.:% j� °
Little Creek Water w _----------- > , \ , , , , I ' - , , - _ _ _ ; tO
Rim=237.07 _-- > > \ / 23 i i i i /
Inv=228.74 (242--- - ---- I MH WETLAND WE / \ / �/ o
l a > SSMHNo. E6 9d j� j > I > j j j j /I ' ' '' ' ' /�� / O Reclamation Facility ty ----- - � � � ° " W W W W W W x. a asemen t = k -s , > � � � � � � I / '
----- 65 1843 W WWWWW Sanitary 4 � \ �'� � � � a�� � � � � � la I i i
S
CP #12 W W W W W W SSMH nI `--- �' i I,s, _ > > > > > >_ -_- i'cd/,' Pr�ierty/df
y
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------------------------------�xlstln Head works + \ � , � y W W W W W W No. E7 I� ( - - - -
/
X / / / �' / \ ' /_ _ / �J _ _ - _ _ - - - _ �'/ /� TAT EM�COYEPS C�EDIT / 'IO �'
Inv In= 228.54 (24" x \ Rim=237 y yyW W W W wETtAND wC / / \ - - - - _ ' _ �� _ j _- _ - �'DB"Ia AG: a 2,;,
X / l T71v229. 9 W PP i � n' \ _ '� - - _ - - '� �' ti'iriNoJ65808> v9 s26 /
JB No./ WETLAND
I SE DTL C/C-1 - _ _ - \ 1NLl4ECWG - / �i�' /MH No. 11
25e - sM E3s
/ ) \\ N E27 \ \ \ Cn l /� O✓ ->'� _ _ - - 12" SANITARY SEWER
Rim fi241.64 (SEE PROFILE E) Inv 241.64
\ SSMH ' �-�\30' / i' / /' /��
H NO. am236-.84- 2p'
'rz
/%03` (// _ x '---� Wr- _?--SekC�nt/�k8'-__� \,\ \' I' / I , / /"/' / /
MH -15 _ SSIGIHE31 /--1 / x _ CL,�fRTP Iv}H No. 4 z / I // / / / l l l I y l /
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WLI

Freshwater Mussel Survey Report
Sewer -line Crossing of Little Creek and Unnamed Tributary (UT)
In the vicinity of NC-42 at South Lombard Street
Johnston County, North Carolina
Little Creek during the survey efforts
Prepared For:
CAROLINA
ECOSYSTEMS
Environmental Consultants
Contact Person:
Chris Hopper
3040 NC Hwy 42W
Clayton, NC
November 14, 2019

Prepared by:
324 Blackwell Street, Suite 1200
Durham, NC 27701
Contact Person:
Tim Savidge
tim.savidgegthreeoaksen ing eering com
919-732-1300

Table of Contents
1.0 INTRODUCTION..............................................................................................
2.0 WATERS IMPACTED.......................................................................................
3.0 SURVEY EFFORTS..........................................................................................
3.1 Little Creek Stream Conditions.......................................................................
3.1 Methodology...................................................................................................
4.0 RESULTS...........................................................................................................
5.0 DISCUSSION/CONCLUSIONS........................................................................
Appendix A. Figures:
Figure 1: Project Vicinity & Survey Reach
Figures 2: NCNHP Element Occurrences

1.0 INTRODUCTION
The town of Clayton proposes the construction of a sewer line in the vicinity of NC-42 in
Johnston County, North Carolina (Figure 1). The project would potentially involve an open -cut
crossing of Little Creek, a tributary to Swift Creek of the Neuse River Basin. The Federally
Endangered Dwarf Wedgemussel (Alasmidonta heterodon, DWM) and Federally Threatened
Yellow Lance (Elliptio lanceolata) are listed by the U.S. Fish and Wildlife Service (USFWS)
and known to occur in Johnston County. The Atlantic Pigtoe (Fusconaia masoni), also known to
occur in the county, was proposed for listing under the Endangered Species Act (ESA) as a
Threatened Species with Section 4(d) Rule and Critical Habitat Designation on October 11,
2018. All three species are known to occur in Swift Creek, and the DWM and Atlantic Pigtoe
have been reported in Little Creek.
Table 1 lists the nearest element occurrence (EO) for targeted species in approximate river miles
(RM) from the project crossing. Data are from the NC Natural Heritage Program database
(NCNHP 2019) most recently updated in October 2019 (Figure 2).
Table 1. Element Occurrences
Distance
Species
EO
from crossing
First
Last
EO
Figure
Name
EO ID
Waterbod
river miles
Observed
Observed
Status"
Number
Dwarf
March
February
13799
Little Creek
2.6
C
2
Wedg mussel
991 *
Yellow
21890
Swift Creek
6.2
March 1991
July 2002
C
2
Lance
Atlantic
March
11695
Little Creek
3.9
March 2019
C
2
Pigtoe
1991*
* This EO includes portions of Swift Creek, species was first recorded in Little Creek in July 2003; **: C-NCNHP
Current; H —NCNHP Historic
As part of the federal permitting process that requires an evaluation of potential project -related
effects to federally protected species, Three Oaks Engineering (Three Oaks) was contracted by
Carolina Ecosystems to conduct surveys in the vicinity of the project crossing targeting DWM,
Yellow Lance, and Atlantic Pigtoe.
2.0 WATERS IMPACTED
Little Creek is in the Upper Neuse River subbasin (HUC9 03020201) of the Neuse River Basin.
Little Creek flows into the Swift Creek approximately 6.2 river miles (RM) downstream of the
subject project.
Little Creek Sewer Freshwater Mussel Surveys November 2019
Three Oaks Job# 19-327 Page 1

3.0 SURVEY EFFORTS
Freshwater mussel surveys were conducted in Little Creek by Three Oaks personnel Tim
Savidge (Permit 9 19-ES0034) and Lizzy Stokes -Cawley October 11, 2019. Habitat evaluations
were also conducted in two unnamed tributaries to Little Creek (Figure 1).
3.1 Little Creek Stream Conditions
Habitat in Little Creek consisted of a series of shallow (two inches to one foot deep), riffles and
runs between two long, deep (up to five feet), stagnant pools created by Beaver (Castor
canadensis) dams. The channel width ranged from 12 to 25 feet wide (averaging 14-16 feet)
with moderately eroded banks three to six feet high. The substrate consisted largely of coarse
sand and cobble, with large accumulations of silt and organic material within the pools. The
water surface within the pools were covered with cyanobacteria blooms. The adjacent landuse
consisted of mixture of narrow -forested areas, open utility easements, and residential and
commercial areas.
The Unnamed Tributary to Little Creek from the west was approximately three feet wide with
banks up to two feet high. The substrate consisted of sand, with clay/loam banks. The channel
was totally dry during the site visit and various grasses and forbs were growing within. Suitable
habitat for mussels is not present in this channel.
The Unnamed Tributary to Little Creek from the east was approximately four to six feet wide
with banks up to two feet high. The substrate consisted of sand, gravel and small cobble, with
clay/loam banks. The channel was mostly dry during the site visit, with only the lower 20-30 feet
retaining pooled water up to three inches deep. The remaining portion of the channel was moist
and covered with leaf litter. Suitable habitat for mussels is not present in this channel.
3.1 Methodology
Mussel surveys were conducted from approximately 1,312 feet (400 meters) downstream of the
proposed crossing footprint upstream to the NC 42 crossing of the stream. Habitat analysis of
the two tributaries were conducted for approximately 400 feet (122 meters) beginning at their
respective confluences with Little Creek (Figure 1). Visual surveys were completed by wading
in the stream using glass bottom view buckets (bathyscopes), focusing mainly on areas
considered to provide the best habitat attributes for the targeted species based on professional
opinion. However, all in -stream habitat types (pool, riffle, slackwater, etc.) were surveyed to
some degree. Tactile searches were also performed within submerged root wads along the
banks. The survey team spread out across the channel into survey lanes (right and left) as they
ascended the stream.
Timed survey efforts were employed to allow Catch Per Unit Effort (CPUE) data for each
mussel species if encountered. Relative abundance for freshwater snails and freshwater clam
species were estimated using the following criteria:
Little Creek Sewer Freshwater Mussel Surveys November 2019
Three Oaks Job# 19-327 Page 2

➢ (VA) Very abundant > 30 per square meter
➢ (A) Abundant 16-30 per square meter
➢ (C) Common 6-15 per square meter
➢ (U) Uncommon 3-5 per square meter
➢ (R) Rare 1-2 per square meter
➢ (P-) Ancillary adjective "Patchy" indicates an uneven distribution of the species within the
sampled site.
4.0 RESULTS
Freshwater mussel surveys were conducted under low flow. The water was clear in the free -
flowing sections of the survey reach; however, within the pools it was moderately turbid, due to
suspended solids and the cyanobacteria blooms. A total of 3.03 person -hours of survey time
were spent in the reach. No freshwater mussels were found. Other mollusk species found during
the surveys include the introduced Asian Clam (Corbicula fluminea), which was common with a
patchy distribution.
5.0 DISCUSSION/CONCLUSIONS
As discussed in Section 1.0, the Dwarf Wedgemussel and Atlantic Pigtoe have been recorded in
Little Creek, approximately 2.6 and 3.9 miles respectively, downstream of the project crossing.
In addition, all three species are known to occur in Swift Creek, downstream and upstream of the
Little Creek/Swift Creek confluence, which is 6.2 RM downstream of the project crossing.
While the surveyed section of Little Creek is of sufficient size and contains appropriate substrate
to potentially support the target mussel species, based on the survey results, none of the species
are likely to be present and it is possible that this portion of Little Creek no longer supports any
freshwater mussel species. As recently as 2017, the Eastern Elliptio (Ellitio complanata), a
widespread and common freshwater mussel species, was found in the vicinity of the NC 42
crossing of Little Creek (Three Oaks mussel survey data). Although only three live individuals
were found during the 2017 surveys, a number of relict shells were also found. The failure to
find any evidence (live individuals, or relict shells) during the survey conducted for this project
suggests a decline, or extirpation of the Eastern Elliptio from this section of Little Creek.
While all three of the target species are known to occur downstream of the proposed project
crossing of Little Creek, adverse effects to these species are not anticipated to occur as a result of
project construction. This is based on the survey results, as well as the fact that there is an
impoundment on Little Creek between the project area and the section of the stream known to
support the target species. The presence of the impoundment would thus, abate any potential for
downstream effects to occur.
The USFWS is the regulating authority for Section 7 Biological Conclusions and as such, it is
recommended that they be consulted regarding their concurrence with the finding of this
document.
Little Creek Sewer Freshwater Mussel Surveys November 2019
Three Oaks Job# 19-327 Page 3

APPENDIX A
Figures
Little Creek Sewer Freshwater Mussel Surveys November 2019
Three Oaks Job# 19-327 Page 4

S C,It�EEAlly
W � n'i
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33 ��`��3
Prepared For:
Carolina
Ecosystems,
Inc.
Freshwater Mussel Survey
Little Creek and UTs to Little Creek
Vicinity Map
Johnston County, North Carolina
Date
November 2019
Scale_
As Shawn
,lob No.. 19-327
Drawn By
Checked By:
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s
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Critical Habitat: Atlantic Pigtoe an E i�Ja�a�?M_E�TI, Esri China ) Esri Korea, Esri
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Freshwater Mussel Survey
Little Creek and UTs to Little Creek
NCNHP Element Occurrences
Johnston County, North Carolina
Date November 2019
Scale: 0 0.3 0,6 Miles
I i I
Job No 19-327
LDrwn Isc
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Figure
2

ID#* 20201912
Version* 1
Regional Office * Raleigh Regional Office - [phone]
Reviewer List* Stephanie Goss
Pre -Filing Meeting Request submitted 12/8/2020
Contact Name* John D. Poetzsch
Contact Email Address* [e-mail]
Project Name* Little Creek Outfall Sewer Line Replacement
Project Owner* Town of Clayton
Project County* Johnston
Owner Address: Street Address
111 East Second street
Address Line 2
aty
State / Province / Pegion
Clayton
NC
Postal / Zip axle
Country
27520
USA
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes (-- No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.*

A 1,500 ft long 24-inch sanitary sewer outfall will replace an aging 18-
inch sanitary sewer outfall. In addition there is approximately 800 feet
of side branches. Of the total 2,300 feet of gravity sewer, 1,900 ft are
in maintained easements and 400 ft in newwork easements. The
existing 18-inch sewer will be replaced by the 24-inch sewer main
within or adjacent to the existing easement. Approximately 350 feet of
the new easement will require tree clearing. A small (2-3 ft wide)
unnamed tributary of Little Creek will be crossed by open cut
trenching for installation of the gravity sewer. This crossing is
replacing the existing sewer and is within an existing maintained utility
easement. There will be a permanent impact of approximately 0.037
acres of wooded wetlands. The project will require bypass pumping of
the sewage during installation of some of the sewer mains.
The buffet impact is below the Allowable Limits.
Please note I can arrange my schedule to meet at your convenience.
Please give a couple of dates you are available for a meeting.
12/18/2020
Please attach the documentation you would like to have the meeting about.
C1_01_.pdf 1.94MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
J_00? ! 1> r-7-0SChf
Submittal Date 12/8/2020

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-02177 County: JOHNSTON U.S.G.S. Quad: NC-CLAYTON
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Town of Clayton
Mr. Joshua Baird
Address: 111 East Second Street
Clayton, North Carolina 27520
Authorized Agent: The Wooten Company
Mr. John Poetzsch
Address: 120 North Boylan Avenue
Raleigh, North Carolina 27603
Size (acres) —2.5 acres
Nearest Waterway Little Creek
USGS HUC 03020201
Nearest Town Clayton
River Basin Neuse
Coordinates Latitude:35.6426
Longitude:-78.4636
Description of project location: The project area is identified as an approximate 0.5-mile corridor, near the termini of Durham
Street, in Clayton, Johnston County, North Carolina. Work in waters of the United States (U.S.) will occur within the Little
Creek watershed, an indirect tributary to the Neuse River (8-di0t HUC: 03020201).
Description of projects area and activity: The applicant, Town of Clayton, has requested a department of the Armv
authorization to discharge fill material into waters of the U.S. in coniunction with the construction of the Little Creek Outfall
Sewer Line Replacement. Proiect activity will involve the installation and replacement of 2,300 feet of sanitary gravity sewer
line. The maiority of the work will be conducted within the existing easement. Implementation of the proposed proiect will
result in the temporary disturbance of 0.042 acre of wetland and 10 linear feet of stream channel, and the permanent
conversion of 0.037 acre of wetland from forested to emergent. Upon proiect completion, all temporarily affected waters will
be restored to their ore -disturbance contours and elevations. Comnensatory mitigation is not required in coniunction with the
aforementioned activities.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 12 (Utility Lines)
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 12/9/2020. Any violation of the attached conditions
or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I
administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Samantha Dailey at 919-554-4884 x22 or Samantha.J.Dailcvnusace.armv.mil.
Corps Regulatory Official:
DAI LEY.SAMANTHA.J.13
DAILEY.SAMANT 87567948
HA.J.1387567948 2020.12.22 08:48:38
-05'00'
Date: December 22, 2020
Expiration Date of Verification: March 18, 2022

Action ID Number: SAW-2020-02177 County: JOHNSTON
Permittee: Town of Clayton (Attn: Mr. Joshua Baird)
Project Name: Little Creek Outfall Sewer Line Replacement
Date Verification Issued: December 22, 2020
Project Manager: Samantha Dailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Raleigh Regulatory Field Office
Attn: Samantha Dailey
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27857
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

TOWN OF CLAYTON
FINAL DRAWING
FOR REVIEW PURPOSES ONLY
NORTH CAROLINA
LITTLE CREEK OUTFACE SEWER LINE REPLACEMENT
NOVEMBER 2020
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VICINITY MAP
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MAYOR
JODY McLEOD
MAYOR PRO—TEM
MICHAEL GRANNIS
COUNCIL
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AVERY EVERETT JASON THOMPSON
INTERIM TOWN MANAGER
JD SOLOMON, P.E.
v
THE WOOTEN COMPANY
120 N,rth Boylan Avenge Raleigh NG 27503-1423
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License Number. F-9115
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W Wetland
'ti Perennial Stream Figure 3: Aquatic Resources
2017 NC Statewide Aerial Photography

Contact Name* John D. Poetzsch
Contact Email Address* [e-mail]
Project Owner* Town of Clayton
Project Name*
Little Creek Outfall Sewer Line Replacement
Project County*
Johnston
Owner Address:*
Street Address
111 East Second street
Address Line 2
aty
State / Province / Pegion
Clayton
NC
Postal / Zip axle
Country
27520
USA
Is this a transportation project?*
(- Yes c: No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
F Individual Permit F Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
(- Yes c: No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.*

A 1,500 ft long 24-inch sanitary sewer outfall will replace an aging 18-inch
sanitary sewer outfall. In addition there is approximately 800 feet of side
branches. Of the total 2,300 feet of gravity sewer, 1,900 ft are in
maintained easements and 400 ft in new work easements. The existing 18-
inch sewer will be replaced by the 24-inch sewer main within or adjacent to
the existing easement. Approximately 350 feet of the new easement will
require tree clearing. A small (2-3 ft wide) unnamed tributary of Little Creek
will be crossed by open cut trenching for installation of the gravity sewer.
This crossing is replacing the existing sewer and is within an existing
maintained utility easement. There will be a permanent impact of
approximately 0.037 acres of wooded wetlands. The project will require
bypass pumping of the sewage during installation of some of the sewer
mains.
The buffet impact is below the Allowable Limits.
Please note I can arrange my schedule to meet at your convenience.
Please give a couple of dates you are available for a meeting.
12/18/2020
Please attach the documentation you would like to have the meeting about.
C1_01_.pdf 1.94MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature *
J_00? ! 1> r-7-0SChf
Submittal Date 12/8/2020