20201618 Ver 1_ePCN Application_20210218

CiAROLINA WETLAND .SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
To: Ms. Krystynka Stygar Date: February 15, 2021
U.S. Army Corps of Engineers, Charlotte Regulatory Field Office
8430 University Executive Park Drive
Charlotte, NC 28262
Mr. Alan Johnson
NCDWR, 401 & Buffer Permitting Unit
512 N. Salisbury St., 9th Floor
Raleigh, NC 27604
Subject: Pre -Construction Notification Pursuant to Nationwide Permit No. 12
Morehead West Sewer
Cabarrus County, North Carolina
CWS Project No. 2020-0074
Dear Ms. Stygar and Mr. Johnson,
The Morehead West Sewer project limits consist of a 40-60-foot wide, approximately 5,500-foot
long corridor. The corridor begins just east of the Tall Tree Lane and Leatherwood Lane
intersection and extends north/northeast to just northeast of the confluence of Mallard Creek and
Rocky River in Cabarrus County, North Carolina (Figure 1, Attachment A). The Town of Harrisburg
has contracted Carolina Wetland Services, Inc. (CWS) to provide Section 404/401 permitting
services for this project. An executed Agent Authorization Form is attached (Attachment B).
On behalf of The Town of Harrisburg, CWS is submitting a Pre -Construction Notification (PCN)
pursuant to Nationwide Permit No. 12 to the U.S. Army Corps of Engineers and Water Quality
Certification No. 4133 to the North Carolina Division of Environmental Quality (NCDEQ) for
proposed impacts to jurisdictional waters of the U.S. associated with construction of approximately
5,500 linear feet of new 12-inch diameter gravity sewer interceptor.
A copy of the PCN application is being provided to the North Carolina Division of Environmental
Quality (NCDEQ) with a check of $240 for the 401 Water Quality Certification approval fee.

Morehead West Sewer
Pre -Construction Notification Pursuant to Nationwide Permit No. 12
February 15, 2021
CWS Project No. 2020-0074
ATTACHMENTS INCLUDED:
DESCRIPTION
Attachment A - Figures
1: Vicinity Map
2: USGS Topographic Map
3: Aerial Imagery
4: USDA-NRCS Web Soil Survey of Cabarrus County
5: USDA-NRCS Published Soil Survey of Cabarrus County
6: National Wetlands Inventory
7: FEMA Flood Hazard Map
8: Jurisdictional Boundaries
Attachment B - Agent Authorization Form
Attachment C - Preliminary Jurisdictional Determination (SAW-2020-01933)
Attachment D - Impact Figures
Attachment E - Protected Species Assessment
Attachment F - SHPO Map
Attachment G - Photopage (Photographs 1-12)
Attachment H - Mitigation Credit Reservation Letter
Please do not hesitate to contact Megan Bollero at 757-576-6433 or [e-mail] should
you have any questions or comments regarding this request.
Sincerely,
Megan Bollero, WPIT
Project Scientist
Aliisa Harjuniemi, PWS
Senior Project Manager
Page 2 of 2

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
20201618
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Mooresville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Morehead West Sewer Project
1a. Who is the Primary Contact?*
Megan Bollero
1b. Primary Contact Email:*
[e-mail]
Date Submitted
2/18/2021
Nearest Body of Water
Rocky River
Basin
Yadkin-PeeDee
Water Classification
Class C
Site Coordinates
Latitude:
35.334735
Pre -Filing Meeting Information
ID#
20201618
Pre -fling Meeting or Request Date*
10/27/2020
Longitude:
-80.667051
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Alan Johnson:eads\adjohnson1
1c. Primary Contact Phone:*
[phone]
Version
1
91.55KB
A. Processing Information C^U
County (or Counties) where the project is located:
Cabarrus

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:
F 401 Water Quality Certification - E)press
F 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
Attachment H-ILF Acceptance Letter.pdf
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?
V 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 Harrisburg
2b. Deed book and page no.:
WA (Town of Harrisburg owned easement)
2c. Responsible party:
Rob Donham
2d.Address
362.34KB
*
r Yes r No
r Yes r No

Street Address
4100 Main St, STE 101
Address tine 2
P.O. Box 100
city
Harrisburg
Fbstal / Zip Code
28075
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Megan Bollero
4b. Business Name:
Carolina Wetland Services, Inc.
4c.Address
Street Address
550 E Westinghouse Blvd
Address Line 2
city
Charlotte
Rbstal / Zip Code
28273
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Attachment B - Agent Authorization Form.pdf
Slate / Rovince / Region
North Carolina
Country
USA
2f. Fax Number:
State / province / Rion
NC
Country
USA
4e. Fax Number:
48.38KB
C. Project Information and Prior Project History O
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Harrisburg
2. Project Identification
2a. Property Identification Number:
2b. Property size:
Multiple
7
2c. Project Address
Street Address
Leathervvood Lane
Address tine 2
city
Slate / province / Pagion
Harrisburg
North Carolina
Postal / Zip Code
Country
28075
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Rocky River
3b. Water Resources Classification of nearest receiving water:*
Class C
3c. What river basin(s) is your project located in?*

Yadkin-PeeDee
3d. Please provide the 12-digit HUC in which the project is located.
030401050103
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 Morehead West Sewer project limits consist of a variable width, approximately 5,500-feet long corridor. The corridor begins just east of the Tall Tree Lane and Leatherwood
intersection and extends north/northeast to just northeast of the confluence of Mallard Creek and Rocky River in Cabarrus County, North Carolina (Figures 1 and 2, Attachment A).
The project area consists of undeveloped forest, open herbaceous area, and paved roads. On -site elevations range from 550-570 feet above mean sea level (Figure 2). Land cover
within the project area consists of deciduous forest, mixed forest, herbaceous area, and woody wetlands (Figure 3). The surrounding land use consists of undeveloped forested areas
and single-family housing developments.
According to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of Cabarrus County (Figure 4) and the NRCS
Published Soil Survey for Cabarrus County (Figure 5), on -site soils consist of six different soil types. Of the on -site soils, Chewacla sandy loam and Iredell loam are listed on the Web
Soil Survey as containing hydric inclusions.
A review of the National Wetlands Inventory GIS layer depicts a potential freshwater forested/shrub wetland and two riverine systems within the project limits (Figure 6).
FEMA National Flood Hazard Layer was reviewed for the project area (FEMA Panels 3710550800K and 3710550700K). The majority of the study area is located within 1 % Annual
Chance Flood Hazard with portions of the study area in the 0.2 % Annual Chance Flood Hazard Zone and Regulatory Floodway Zones (Figure 7).
The jurisdictional waters of the U.S. were delineated by Carolina Wetland Services. There are nine jurisdictional waters of the U.S. located within the project boundary totaling
approximately 0.40 acre of wetland and 547 linear feet of jurisdictional stream channel. Figure 8 depicts the approximate locations of these features.
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)
Figure2_USGS.pdf
1.8MB
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)
Figure5_Historic.pdf 1.89MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.40
4g. List the total estimated linear feet of all existing streams on the property:
439 If intermittent; 108 If perennial
4h. Explain the purpose of the proposed project:*
The Morehead West Sewer project will construct a new 12-inch diameter gravity sewer interceptor beginning at the Leathennood Pump Station, and extending north/northeast where it
will cross Rocky River just to the southeast of its confluence with Mallard Creek and tie into existing sewer in Cabarrus County.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Under Nationwide Permit (NWP) No. 12, proposed stream impacts associated with this sewerline construction project are due to five open cut stream crossings (S1-S10). Al five
crossings will be temporary. Additionally, the project proposes four wetland crossings, resulting in both temporary and permanent wetland impacts (W1-W7).
The proposed impacts and construction plan details are included in Attachment D. The proposed impacts are described in detail below
Stream Impacts (S1-S10)
All stream sewerline crossings will be constructed via open trench. The temporary impacts were calculated based on the width of the construction corridor and will include the temporary
dewatering devices required in order to construct the sewerline in the dry, temporary stream crossings, sewerline installation, and bank stabilization. Proposed temporary stream
impacts total 150 linear feet. Permanent stream impacts for this project total 50 linear feet, but will not result in permanent loss of waters of the U.S.
All areas disturbed by the work shall be re -graded to leave the area in a smooth condition, sloped for drainage and stabilized. All impacted stream banks shall be permanently stabilized
with rip rap below the ordinary high water mark and live stake planting and seeding and mulch with woven coir net above the ordinary high water mark. The limits of rip rap stabilization
will be limited to 10 linear feet along stream banks per crossing, totaling 50 linear feet for the entire project. Riprap will be keyed at the level of existing grade (Detail B, Sheet 10,
Attachment D). The project is located within urban watershed, therefore rip rap belowthe ordinary high water mark is required to protect the installed utility crossing.
Wetland Impacts (W1-W7)
Proposed impacts to jurisdictional wetlands total approximately 0.40 acre. The proposed permanent wetland impacts total 0.143 acre. All of the permanent impacts are the result of a
permanently maintained easement through forested wetland, where forested wetland will be mechanically cleared and permanently converted to maintained herbaceous wetland. The
temporary wetland impacts total 0.252 acre and are the result of temporary clearing and fill for construction, and installing the sewerline within an existing herbaceous sewer easement.
All disturbed areas will be returned to original grade and seeded with a native seed mixwithin 90 days of completion of the project. Planting of canopy and shrub species is not
proposed. The undisturbed canopy and shrub species abutting the project corridor will naturally reseed the non -maintained portions of the corridor and will provide an assortment of
existing and diverse native vegetation that matches the abutting species.
4j. Please upload project drawings for the proposed project.
Attachment D-Impact Figures.pdf 12.87MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O Unknown
Comments:
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:
SAW-2020-01933
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Carolina Wetland Services
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
A PJD was issued by the USACE on 1/29/21.
5d1. Jurisdictional determination upload
Attachment C-SAW-2020-01933.pdf 1.11 MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
R Wetlands W Streams -tributaries F Buffers
F_ Open Waters F Pond Construction
2. Wetland Impacts
2at Reason (?)
2b. Impact type * M
2c. Type of W.
2d. W. name *
2e. Forested*
2f. Type of
Jurisdicition*(?)
2g. Impact
area*
W1
Utility line installation
P
Bottomland Hardwood Forest
Wetland DID
Yes
Corps
0.140
(acres)
W2
Construction easement
T
Bottomland Hardwood Forest
Wetland DIDYes
Corps
0.080
(acres)
W3
Utility line installation
P
Bottomland Hardwood Forest
Wetland CC
Yes
Corps
0.003
(acres)
W4
Construction easement
T
mland Hardwood Forest
ff
Wetland CC
Yes
Corps
0.002
(acres)
WS
Utility line installation
T
mland Hardwood Forest
ff
Wetland BB
Yes
Corps
0.040
(acres)
W6
Construction easement
T
Bottomland Hardwood Forest
Wetland AA
Yes
Corps
0.040
(acres)
W7
Utility line installation
ffom land Hardwood Forest
Wetland AA
Corps_—]
0.090
JL
t
(acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.252 0.143
2g. Total Wetland Impact
0.395
2h. Comments:
Permanent wetland impacts are the result of converting forested wetland to herbaceous for the utility line easement. Temporary impacts are the result
of clearing forested wetland, using timber mats within the construction easement, and installing the sewerline within an existing herbaceous sewer
easement.
3. Stream Impacts
F
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*

g�
Open cut sewer crossing
Temporary
Fill
Stream C
Perennial
Corps
50
30
Average (feet)
(liriearfeet)
S2
Ri ra
P P
Permanent
Bank Stabilization
Stream C
Perennial
Corps
P
50
10
Average (feet)
(lir�rfeet)
S3
Open cut sewer crossing
Temporary
Fill
Stream E
Intermittent
Corps
2
30
Average (feet)
(liriearfeet)
�
Riprap
P
Permanent
Bank Stabilization
Stream E
Intermittent
Corps
P
2
10
Aver�ge(feet)
(linearfeet)
S5
Open cut sewer crossing
Temporary
Fill
Stream D
Intermittent
Corps
2
30
Average (feet)
(lin�rfeet)
S6
Ri ra
P P
Permanent
Bank Stabilization
Stream D
Intermittent
Corps
P
2
10
Average (feet)
(linearfeet)
37
Open cut sewer crossing
Temporary
Fill
Stream B
Perennial
Corps
6
30
Average (feet)
(lin�rfeet)
S8
Ri ra
P P
Permanent
Bank Stabilization
Stream B
Perennial
Corps
P
6
10
Average (feet)
(lin�rfeet)
gg
Open cut sewer crossing
Temporary
Fill
Stream A
Intermittent
Corps
2
30
Average (feet)
(linearfeel)
�O�
Rip rap
Permanent
Bank Stabilization
Stream A
Intermittent
Corps
2
10
Average (feet)
(linearfeet)
31. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
31. Total stream and ditch impacts:
200
31. Total temporary stream impacts:
150
3j. Comments:
Permanent stream impacts are a result of using rip rap as stabilization at the open cut sewer crossings. Temporary stream impacts are a result of the
temporary construction easement used to install the sewer crossings via open cut methods.
E. Impact Justification and Mitigation u
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Impacts to on -site jurisdictional waters of the U.S. have been reduced to the maximum extent practicable. The Morehead West Sewer project has been
designed to avoid impacts to jurisdictional waters wherever possible and minimize the extent of necessary impacts to jurisdictional waters. The
following paragraph outlines the alternatives analysis and avoidance and minimization efforts undertaken during the planning and design phase of this
project.
The proposed stream crossings are perpendicular or near perpendicular, and there will be no permanent crossings.
Trenchless boring under the creek was considered, but this carries the risk of "blow out" of the stream bed where bore pressures exceed the capacity
of the stream bed. Therefore, boring the proposed stream crossings would greatly increase the safety risk to persons and property during
construction, as well as the potential environmental impacts as compared with a more controlled open trench installation. Therefore, the trenchless
boring option was abandoned from further consideration.
The installation of the new sewerline will use an existing herbaceous sewer easement through Wetland AA to minimize permanent impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Best Management Practices (BMP's) will be implemented during construction to avoid further Impacts. The construction corridor within stream
channels will be limited to a maximum width of 40 feet.
Proper erosion and sedimentation control techniques will be used throughout the construction process to minimize disturbances to downstream
waters, including the use of silt fence, silt fence outlets, construction entrances, erosion control matting, and bank stabilization.
Anti -seep collars will be installed at the downstream wetland boundary and every 150 feet up the gradient until the relief sewer exits the wetland. All
channel work will be constructed in accordance with Water Quality Certification No. 4133.
Timber mats will be utilized within wetlands to prevent rutting and all impacted areas will be returned to their pre -impact grades.
All impacted stream banks shall be permanently stabilized with rip rap belowthe ordinary high water mark and live stake planting and seeding and
mulch with matting above the ordinary high water mark. The limits of rip rap stabilization will be limited to 10 linear feet along stream banks per
crossing. Riprap will be keyed at the level of existing grade.
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
2c. If yes, mitigation is required by (check all that apply):
r DWR W Corps

2d. If yes, which mitigation option(s) will be used for this project?
f Mitigation bank W Payment to in -lieu fee r Permittee Responsible
program Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
r Yes r No
4b. Stream mitigation requested:
(linear feet)
4d. Buffer mitigation requested (DWR only):
(square feet)
4f. Non -riparian wetland mitigation requested:
(acres)
4h. Comments
4c. If using stream mitigation, what is the stream temperature:
4e. Riparian wetland mitigation requested:
(acres)
.143
4g. Coastal (tidal) wetland mitigation requested:
(acres)
F. Stormwater Management and Diffuse Flow Plan (required by DWR) V
1. Diffuse Flow Plan
la. 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
If no, explain why:
This project is not adjacent to protected riparian buffers.
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 15ANCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
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 will not require preparation of SEPA/NEPA environmental document.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 21-1.0500), Isolated Wetland Rules (15A NCAC 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r 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 not result in cumulative impacts in the forseeable future.
4. Sewage Disposal (DWR Requirement)

4a. Is sewage disposal required by DWR forth is 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
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees 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
r Unknown
51. 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
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
Blasting memo - Google Docs.pdf 27.04KB
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
To determine which protected species are listed as occurring or potentially occurring within the project vicinity and prior to conducting the on -site field
investigation, CWS consulted the United States Fish and Wildlife Service's (USFWS) Endangered and Threatened Species and Species of Concern by
County for North Carolina online database for Cabarrus County. In addition, CWS performed a data review using the North Carolina Natural Heritage
Program (NCNHP) Data E)plorer to determine if any record occurrences of federally -listed, candidate endangered, threatened species, or critical
habitat were located within the project limits and conducted a habitat assessment within the study area. The results of the desktop review and field
assessment are included in the Protected Species Assessment report (Attachment E).
Consultation Documentation Upload
Attachment E - PETS Report.pdf 11.98MB
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?*
https://www.fisheries. noaa. gov/resou rce/ma p/esse ntia I -fish -habitat -ma ppe r
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?*
A pedestrian survey was conducted on September 9, 2020 and no structures were observed within the project limits. CWS also consulted the SHPO
online GIS service. The search indicated there are no known historical structures, buildings, sites, or districts eAsting within the project limits
(Attachment F).
7c. Historic or Prehistoric Information Upload
Attachment F - SHPO Map.pdf
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
The project will not result in above ground fill
8c. What source(s) did you use to make the floodplain determination?*
FEMA Firm No. 3710550800K
Miscellaneous
310.17KB

Comments
Miscellaneous attachments not previously requested.
Transmittal Letter - Google Docs.pdf
Attachment G-Photopage.pdf
Signature
® By checking the box and signing below, I certify that:
118.82KB
2.54MB
u
• 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:
Megan Bollero
Signature
Date
2/18/2021

U.S. Army Corps of Engineers — Wilmington District - Regulatory Division
AGENT AUTHORIZATION
I. PROJECT/SITE INFORMATION
Site Name: Morehead West Sewer Proiect
Property Identification Number(s): Linear project encompassing multuple Cabarrus County tax parcels
I, the undersigned, Rob Donham hereby authorize Megan Bollero , to act on
my behalf in all manners relating to all dealings with the U.S. Army Corps of Engineers regarding the project and
properties listed above, including taking all necessary actions for the application, processing, issuance, and/or
acceptance of a Clean Water Act and/or Rivers and Rivers Act delineations, determinations, and/or permits. Any
and all acts carried out by Megan Bollero on my behalf as it relates to this project and properties
shall have the same effect as acts of my own.
Signature
(o/
Date
Principal Purpose: The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project area
subject to federal jurisdiction under the regulatory authorities referenced above.
Routine Uses: This Information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made
available as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be Included in the approved
jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USACE website.
Disclosure: Submission of requested information is voluntary; however, if Information Is not provided, the request for a jurisdictional determination cannot be evaluated nor
can a jurisdictional determination be issued.
January 2020

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Legend
Project Limits (7 ac.)
4i 0ack creek
2,000 1,000 0 2,000 Feet
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): HARRISBURG, 2019.
SCALE:
1 inch = 2,000 feet
DATE:
9/17/2020
USGS Topographic Map
FIGURE NO.
CWS PROJECT NO:
2020-0074
DRAWN BY:
ALH
Morehead West Sewer Project
COORDINATES:
CHECKED BY:
CAR ❑ L I N A
Cabarrus County
2-1
35.334735,-80.667051
AVH
WETLAND SERVICES
Harrisburg, North Carolina
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Soil Unit Name and Description
Hydric
Ch
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Yes
IdA
Iredell loam, 0 to 2 percent slopes
Yes
MeB
Mecklenburg loam, 2 to 8 percent slopes
No
MeD
Mecklenburg loam, 8 to 15 percent slopes
No
PoD
Poindexter loam, 8 to 15 percent slopes
No
W
Water
No
End
'°[" Legend
- Project Limits (7 ac.)
?c`
1 2,000 1,000 0 2,000 Feet
REFERENCE: USDA-NRCS PUBLISHED SOIL SURVEY OF CABARRUS COUNTY, NC, SHEET 5, DATED 1988.
e
SCALE: DATE: USDA-NRCS Published Soil Survey FIGURE NO.
1 inch = 2,000 feet 9/21/2020
CWS PROJECT NO: DRAWN BY: of Cabarrus County
2020-0074 ALH Morehead West Sewer Project
COORDINATES: CHECKED BY: Cj A R O L I N A Cabarrus County
35.334735,-80.667051 AVH WETLAND SERVICES Harrisburg, North Carolina 1 5-1
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TOWN OF HARRISBURG
MOREHEAD WEST SEWER PHASE I
BLACK & VEATCH PROJECT 404399
NOVEMBER 2020
FINAL DESIGN
BLACK&VEATCH
Black & Veatch International Company
Business License No. F-0794
10925 David Taylor Drive, Suite 280
Charlotte, North Carolina 28262
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Date: 2020.11.17 13:34:15-05'00'
FINAL DRAWING - FOR REVIEW PURPOSES ONLY

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INDEX OF DRAWINGS NEW FACILITY LEGEND GENERAL NOTES SEEDING REQUIREMENTS
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1. TOPOGRAPHICAL SURVEY PERFORMED MARCH THROUGH MAY 2020 BY CONCORD ENGINEERING & SURVEYING, INC., NORTH CAROLINA FIRM LICENSE NO. C-0263, DURING CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED TO CONTROL EROSION
SHEET DRAWING DRAWING TITLE 2+50 STATION CONCORD, NORTH CAROLINA. ON ALL DISTURBED SLOPES BEFORE THE ESTABLISHMENT OF PERMANENT VEGETATION.
NO. NO. TEMPORARY AND PERMANENT SEEDING SHALL BE PERFORMED AS INDICATED IN THE
2. HORIZONTAL CONTROL: COORDINATES ARE BASED ON THE NORTH CAROLINA STATE PLANE SYSTEM WITH THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 CONTRACT DOCUMENTS.
SS SEWER MANHOLE NATIONAL ADJUSTMENT.
GENERAL B-3e 3. VERTICAL CONTROL: ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARKS AND/OR STRUCTURE ELEVATIONS FROM EXISTING ALL SEEDED AREAS SHALL BE MAINTAINED UNTIL CONTRACTOR'S DEMOBILIZATION. �
BORE HOLE AND NUMBER MAINTENANCE SHALL INCLUDE MOWING, RESEEDING, REPAIR OF EROSION DAMAGE,
SURVEYS OR REFERENCE DRAWINGS MAY RESULT IN VARIANCES WITH ELEVATIONS INDICATED ON THE DRAWINGS FOR EXISTING FACILITIES.
G-000 COVER SHEET MAINTENANCE OF MULCH, RE -FERTILIZE AT END OF WARRANTY PERIOD, AND ALL OTHER p
NEW PIPING IN PROFILE 4. JURISDICTIONAL WATERS OF THE U.S. AND WETLANDS DELINEATED APRIL 2020 BY CAROLINA WETLAND SERVICES, INC., CHARLOTTE, NORTH CAROLINA. OPERATIONS NECESSARY TO OBTAIN AN ACCEPTABLE GRASS COVER. 0
1 G-001 INDEX OF DRAWINGS, LEGEND AND NOTESof
O
5. THE PROJECTED 100 YEAR FLOOD ELEVATION IS BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP PANELS 3710550700K U
2 G-002 SHEET INDEX MAP AND BORING LOCATIONS - NEW PIPING IN PLAN AND 3710550800K EFFECTIVE 16 NOVEMBER 2018. SEEDING SHALL BE APPLIED AS FOLLOWS.
0
FUTURE PIPING IN PLAN 6. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, OR 1-STEEP SLOPES OR POOR SOILS AND LOW MAINTENANCE can
CIVIL MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE z
FACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. THE ENGINEERING INVESTIGATIONS, LOCATION, AND SEEDING PERIODS: FALL AUGUST 20 - OCTOBER 25 O
TCE TCE TEMPORARY CONSTRUCTION EASEMENT DESIGNATION OF SUBSURFACE UTILITIES INDICATED IN THESE CONTRACT DOCUMENTS HAVE BEEN PERFORMED TO QUALITY LEVEL C. IN ACCORDANCE WITH SPRING FEBRUARY 1 - APRIL 15 T
3 C-101 PLAN AND PROFILE STA 10+00 TO STA 22+50 w
GENERALLY ACCEPTED ENGINEERING PRINCIPLES AND PRACTICES AS OUTLINED IN ASCE STANDARD AND GUIDELINE BULLETIN Cl/ASCE 38-02 UNLESS OTHERWISE
4 C-102 PLAN AND PROFILE STA 22+50 TO STA 35+00 PSSE PSSE PROPOSED SANITARY SEWER EASEMENT DESIGNATED. WHERE SUCH ACTIVITIES HAVE BEEN TO A HIGHER LEVEL OF QUALITY, THE HIGHER QUALITY LEVEL FOR THE AFFECTED AREAS IS INDICATED IN THE SPECIES BULK POUNDS/ACRE
5 C-103 PLAN AND PROFILE STA 35+00 TO STA 47+50 CONTRACT DOCUMENTS. TALL FESCUE 100
6 C-104 PLAN AND PROFILE STA 47+50 TO STA 58+82.96 LOD - - LOD LIMIT OF DISTURBED AREA 7. "SCREENED" (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES. "SCREENED" INFORMATION WAS TAKEN FROM EXISTING SERICEA LESPEDEZA 30
CONSTRUCTION DRAWINGS AND DATA AND SURVEYS, IS FOR REFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO THE ORDERING OF RYE GRAIN (AUG TO MAY ONLY) 40
7 C-501 MISCELLANEOUS SITE DETAILS SHEET 1 OF 2 MATERIALS AND BEGINNING OF CONSTRUCTION. "BOLD" DELINEATION IS NEW WORK TO BE CONSTRUCTED UNDER THIS CONTRACT. KOBE LESPEDEZA 10
8 C-502 MISCELLANEOUS SITE DETAILS SHEET 2 OF 2 8. CONTRACTOR'S STAGING, PARKING AND MATERIAL STORAGE SHALL BE LIMITED TO THE EASEMENT AREAS AND LIMITS OF DISTURBANCE DESIGNATED ON THE
9 C-503 EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 1 OF 2
EROSION AND SEDIMENTATION CONTROL LEGEND DRAWINGS. PROVIDING ADDITIONAL STORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 2-GENTLE SLOPES, AVERAGE/GOOD MOISTURE RETENTION AND LOW MAINTENANCE
SEEDING PERIODS: FALL AUGUST 20 - OCTOBER 25
10 C-504 EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 2 OF 2 9. WORK SHALL BE CONFINED WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS. PERMANENT OR TEMPORARY CONSTRUCTION EASEMENTS ARE THE SPRING FEBRUARY 1 - APRIL 15
LIMITS OF DISTURBANCE IF NOT OTHERWISE SHOWN. o
11 C-505 GROUND STABILIZATION AND MATERIALS HANDLING o
SEDIMENT FENCE •�u�n►• J Lo
P
12 C-506 SELF -INSPECTION, RECORD KEEPING, AND REPORTING 10. CALL BEFORE YOU THE DRAWINGS OR NOT,G. INTHEA IEOR SHALL LD IN ADVANCE OFINE EXCAVAT NGEBYOCONTONS AND ACT CONTACTING AL UTILITONS IES OF ALL AND OTHEIRITIES AGENCIDSTRUCTURES, WHETHER ES AND BY PROSPECTING INDICATED
CONTRAC OR SPECIES BULK POUNDS/ACRE ,,,,•••••.• :..,o
TALL FESCUE 80 r
CONSTRUCTION AND TREE PROTECTION FENCE :LPL
SHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION, RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. IF SERICEA LESPEDEZA 20
� i• Qs CN
REQUIRED AFTER FIELD LOCATION AND VERIFICATION, CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO DETERMINE ANY NECESSARY MODIFICATIONS TO GERMAN MILLET (MAY TO AUG ONLY) 10 co J
=Q Vic„ Q, ,
EXISTING FACILITY LEGEND ® SEDIMENT FENCE OUTLET THE DESIGN OF NEW WORK. RYE GRAIN (AUG TO MAY ONLY) 40 w
11. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS AND METHODS TO KOBE LESPEDEZA 10,. �o
ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEW WORK. �'�.�� •'•••••••'•�..`� TN
EXISTING EASEMENT OR RIGHT-OF-WAY LINE VIEW CALLOUTS ��losi0,,m
12. CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS, AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION AND RESTORATION AT 3-GRASS PULLOVERS, SIDE DITCHES AND HIGH MAINTENANCE o .2
ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY ENGINEER. SPECIAL CONSTRUCTION REQUIREMENTS, TEMPORARY PROTECTIVE
PROPERTY LINE FENCING OR BARRICADES, SHEETING, SHORING, EROSION PROTECTION, AND SURFACE RESTORATION AT CERTAIN LOCATIONS ARE INDICATED ON THE DRAWINGS SEEDING PERIODS: FALL AUGUST 25 - OCTOBER 25
AND SPECIFIED TO BRING CONTRACTOR'S ATTENTION TO SENSITIVE AREAS. SPRING FEBRUARY 1 - APRIL 15
- 100-YEAR FLOODPLAIN SECTION CALLOUTS
13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER AND SURVEYING CONTROL MARKERS AND MONUMENTS. MONUMENTS SPECIES BULK POUNDS/ACRE _
DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA. E
- FLOODWAY TALL FESCUE 200 V p o
o
14. THE LOCATION OF BORINGS AND TEST HOLES INDICATED ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL REFER TO THE ECS SOUTHEAST RYE GRAIN (AUG TO MAY ONLY) 40 Q V N 04
0 N N
CREEK CALLOUT DESIGNATION GEOTECHNICAL REPORT DATED TBD FOR ACTUAL BORINGS AND TEST HOLE LOCATIONS AND THE FINDINGS OF THE GEOTECHNICAL INVESTIGATIONS. LJ.I c� o co
LETTER OR NUMBER 4-WETLAND AREAS O . d .E
� 15. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS OUTSIDE OF EXISTING OR PROPOSED EASEMENT.
541 EXISTING GRADE CONTOUR z 'L °
? 16. CONTRACTOR SHALL INSTALL ALL PIPELINES AT A UNIFORM GRADE BETWEEN ELEVATIONS DEPICTED ON THE DRAWINGS. SPECIES PERCENT OF MIX BULK POUNDS/ACRE Y n
PANICUM RIGIDULUM 35 15 8) 5,E
-FM- - - - -FM EXISTING FORCE MAIN SHEET REFERENCE WHERE 17. CONTRACTOR'S CONSTRUCTION OPERATIONS SHALL CONFORM TO FEDERAL, STATE, AND LOCAL AGENCY SAFETY AND HEALTH RULES AND REGULATIONS FOR V = a ° z
SECTION IS SHOWN EXCAVATION AND TRENCHING, CONFINED SPACE ENTRY, WORK IN HAZARDOUS LOCATIONS, WORK AT HEIGHTS, AIR QUALITY CONTROL, NOISE CONTROL, TRAFFIC DICANTHELIUM CLANDESTINUM 21 15 Q
CONTROL, AND ANY OTHER POTENTIALLY HAZARDOUS CONDITIONS. CAREX LUPULINA 15 15 J ai > °6
-SS- - - - _Ss- EXISTING SANITARY SEWER m o 0
JUNCUS EFFUSES 15 15 E
? 18. THE EXISTING FACILITIES SHALL REMAIN IN OPERATION CONTINUOUSLY THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. INDIVIDUAL FACILITIES CAN m N mm
CENTERLINE BE TAKEN OUT OF SERVICE FOR LIMITED PERIODS OF TIME TO FACILITATE CONSTRUCTION AS SPECIFIED IN THE CONTRACT DOCUMENTS. SCUIRPUS CYPERINUS 10 15 c U
19. STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALT DRIVES AND WALKWAYS, PAVING BRICKS, FENCING, RETAINING WALLS, ETC., CROSSED BY �C
OHE OHE ELECTRICAL (OVERHEAD) PIPELINES ARE NOT ALL INDICATED IN PROFILE. CONTRACTOR SHALL RESTORE ANY EXISTING STRUCTURES THAT ARE DISTURBED, DAMAGED, OR REMOVED BY m
- - E - - - - -E- ELECTRICAL (UNDERGROUND) CONSTRUCTION. BYPASS PUMPING NOTES m
DETAIL/ENLARGED PLAN AREA CALLOUTS 20. FOR MEASUREMENT AND PAYMENT FOR PIPELINES, CONTRACTOR SHALL MEASURE HORIZONTALLY FROM CENTER TO CENTER OF MANHOLES. NO DEDUCTION WILL
X X FENCE
BE MADE FOR SPACE OCCUPIED BY MANHOLES. 1. PROVIDE BYPASS PUMPING PLAN FOR APPROVAL BY ENGINEER.
21. CONTACT NCDOT DISTRICT OFFICE AT [phone] 48 HOURS PRIOR TO BEGINNING WORK IN NCDOT RIGHTS -OF -WAY. 2. PUMP SYSTEMS SHALL BE CAPABLE OF AVERAGE DAILY FLOW OF 54,420 GPD WITH A
- G - - - - - G - - GAS LINE 22. ALL MANHOLES SHALL HAVE WATERTIGHT RING AND COVER. BACKUP PUMP ON SITE. WORK SHALL BE COMPLETED DURING DRY WEATHER
CALLOUT DESIGNATION CONDITIONS.
GUARDRAIL LETTER OR NUMBER 3. DEMONSTRATE BYPASS SYSTEM PRIOR TO INTERRUPTION OF NORMAL SYSTEM
OPERATION.
RAILROAD, EACH TRACK ? EROSION AND SEDIMENTATION CONTROL GENERAL NOTES
4. NEW SEWER SHALL BE TESTED AND ACCEPTED PRIOR TO UTILIZING NEW SEWER _
FOR BYPASS OPERATIONS. W
T T TELEPHONE (OVERHEAD) SHEET REFERENCE WHERE 1. ALL EROSION CONTROL DEVICES SHALL CONFORM WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. LLI ui
SECTION IS CUT ^ w O
- - T - - - - - T - - TELEPHONE (UNDERGROUND) 2. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. L.L = z
3. CONTRACTOR SHALL SCHEDULE ON -SITE MEETING WITH ENGINEER, OWNER PROJECT MANAGER, AND NC DEQ DIVISION OF ENERGY MINERAL AND LAND RESOURCES SUGGESTED CONSTRUCTION SEQUENCE
- - W - - - - -w- WATER LINE CALLOUT DESIGNATION (DEMLR) INSPECTOR (704-633-1699) AS FOLLOWS: n� z
LETTER OR NUMBER a. AFTER INSTALLATION OF EROSION CONTROL DEVICES AND PRIOR TO CLEARING AND GRADING. 1. CONSTRUCT NEW SEWER TO MH-18. W Q
- -FO- - - - -FO FIBER OPTIC LINE (UNDERGROUND) ? U) W 0
b. AFTER SITE RESTORATION AND INSTALLATION OF PERMANENT EROSION CONTROL MEASURES, INCLUDING GROUND COVER, AND PRIOR TO FINAL COMPLETION. 2. TEST AND ACCEPT NEW SEWER TO MH-18. z
ui
GM GAS METER - - _ ? 4. CONTRACTOR SHALL USE EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS OR CONTRACT DOCUMENTS, AS NEEDED, OR AS DIRECTED BY THE ENGINEER 3. DIRECT UPSTREAM FLOW TO NEW SEWER. LL� J (D
SHEET REFERENCE TO CONTROL EROSION AND/OR OFF SITE SEDIMENTATION. (n Q LL]
SS SD SEWER OR STORMDRAIN MANHOLE I WHERE DETAIL OR 4. BEGIN BYPASS FROM LEATHERWOOD PUMP STATION TO MH-18. W J
ENLARGED PLAN IS 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD STATE OF REPAIR UNTIL COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND
SHOWN STABILIZATION OF ALL DISTURBED AREAS. 5. MODIFY WET WELL AND CONNECT TO NEW SEWER. Z (n z (!)
FM FORCE MAIN MANHOLE LLI W C�
6. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES AND COMPETE THE SELF -INSPECTION FORM 6. TEST AND ACCEPT NEW SEWER FROM MH-18 TO WET WELL. uj Lu Z
WATER VALVE INCLUDED IN THE CONTRACT DOCUMENTS. TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON -SITE AND AVAILABLE FOR INSPECTION AT ALL 7. END BYPASS AND DEMOLISH LEATHERWOOD PUMP STATION.
TIMES. O
�
HOSE BIB CALLOUT BOUNDARY 7. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 Z Q 0
HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC uj
MEASURES SHALL BE MAINTAINED AS SPECIFIED. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. = ILL.
EB ELECTRIC BOX O w O
8. REFER TO DETAIL SHEETS FOR SELF -INSPECTION NOTES. � � X
• EXISTING CORNER AS DESCRIBED 9. EXCAVATED MATERIAL FROM TRENCH SHALL BE PLACED ON UP GRADIENT SIDE OF TRENCH WHERE POSSIBLE. O 0
SECTION & DETAIL VIEW TITLES 10. COORDINATE TEMPORARY EROSION CONTROL MEASURES WITH PERMANENT EROSION CONTROL MEASURES AND OTHER WORK ON THE PROJECT TO ASSURE z_
UTILITY POLE WITH GUY ANCHOR EFFECTIVE AND CONTINUOUS EROSION CONTROL THROUGHOUT THE CONSTRUCTION AND POST CONSTRUCTION PERIOD.
FIRE HYDRANT 11. WHERE INSTALLATION OF UTILITY REQUIRES THE REMOVAL OF AN EROSION CONTROL DEVICE, REPLACE DEVICE IMMEDIATELY UPON COMPLETION OR DAILY,
WHICHEVER OCCURS FIRST.
�Y YARD HYDRANT r_'� SECTION 12. PER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, GROUND STABILIZATION SHALL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST
X-XX-XXX 1/8" = 1'-0" LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7 CALENDAR DAYS
STREET LIGHT POLE 13. PROVIDE TEMPORARY BANK STABILIZATION UPON CROSSING OF ANY STREAMS AND DISTURBANCE TO ANY STREAM BANKS AT THE END OF EACH WORK DAY. UPON
SHEET REFERENCE COMPLETION OF SEWER INSTALLATION AT EACH STREAM CROSSING, PROVIDE REQUIRED PERMANENT BANK STABILIZATION OF EACH STREAM CROSSING AND STREAM
HEDGE, BRUSH, SHRUBS, WOODS WHERE SECTION IS USED BANK DISTURBANCE ON THE SAME DAY THE PIPE INSTALLATION IS COMPLETE.
DESIGNED: SDA
10" DECIDUOUS TREE AND TRUNK DIAMETER 14. FOR WETLANDS, STABILIZE WITH APPROPRIATE WETLAND SEED MIX AS SPECIFIED IN THE USACE NATIONWIDE 12 PERMIT OR IN THE CONTRACT DOCUMENTS. DETAILED: JMN
•
15. FERTILIZE, LIME, SEED, AND MULCH DISTURBED AREAS AT EARLIEST DATE AFTER INSTALLATION OF PIPE. CHECKED: JGV DETAIL APPROVED: JMO
4 CONIFEROUS TREE AND TRUNK DIAMETER A 16. CONTRACTOR SHALL REFER TO THE CONTRACT DOCUMENTS FOR A DESCRIPTION OF THE PREPARATION OF SEED BED, APPLICATION RATES, AND MULCHING DATE: NOVEMBER 2020
X-XX-XXX 1/8" = 1'-0" REQUIRED FOR ALL EXCAVATED AREAS IN THIS PROJECT.
SWAMP 0 1/2 1
17. REFER TO DETAIL SHEETS FOR GROUND STABILIZATION AND MATERIALS HANDLING NOTES.
SHEET REFERENCE IF THIS BAR DOES NOT
X 546.1 SPOT ELEVATION WHERE DETAIL IS USED 18. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, CERTIFICATE OF COVERAGE, AND S&E PLAN SHALL BE MAINTAINED ON SITE AND MEASURE 1" THEN DRAWING
ACCESSIBLE DURING INSPECTION. IS NOT TO FULL SCALE
- - - - - - - - WETLAND 19. TO FACILITATE IN CLEANUP OF PAVED SURFACES, A LAYER OF SAND, SCREENINGS, OR FINES SHALL BE PLACED BEFORE DEPOSITION OF ANY EXCAVATED MATERIAL PROJECT NO.
OR USE BY EQUIPMENT/VEHICLES ASSOCIATED WITH THE PROJECT. 404399
20. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. G-001
FINALDRAWING - FOR REVIEW PURPOSES ONLY 21. REMOVE EROSION CONTROL DEVICES UPON THE APPROVAL OF THE PERMANENT STABILIZATION OF THE SITE. SHEET
1 OF 12

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PIN
PROPERTY OWNER
DEED BOOK/ PAGE
1
5508-37-7335
BFI WASTE SYSTEMS OF NORTH AMERICA, INC.
DB: 2218 PG: 291
2
5508-31-3273
BAYSIDE HOLDINGS, LLC
DB: 10314 PG: 186
3
j 5507-29-6968
j HARRY NELSON HORTON
DB: 514 PG: 65
END OF PROJEC
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DESIGNED: SDA
DETAILED: JMN
CHECKED: JGV
APPROVED: JMO
DATE: NOVEMBER 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404399
G-002
SHEET
2 OF 12

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PERMANENT DICKEY MATTHEW and wife
/
s - DRAINAGE EASEMENT DICKEY SARAH WILLIAMS JAMIEN TERRELL FRY MELISSA C AMH 2O14-2 BORROWER LLC SMITH BRIAN TATE / WOOLERY SAMANTHA W SCHERTZER SHAWN K CHARLOTTE MOTOR SPEEDWAY LLC
MB: 64 PG: 1 DB: 8409 PG: 320 / DB: 7079 PG: 211 DB: 2182 PG: 61 DB: 11130 PG: 77 DB: 3673 PG: 189 DB: 11402 PG: 171 DB: 11167 PG: 30 \ DB: 13076 PG: 115
7 CAPUTO MARK J and wife
EXISTING 8" SEWER
B., PIN: 5507-29-3543 / / ,
LOD TPIN:5507-29-1552 PIN:5507-29-0560 I PIN:5507-19-9570 I PIN:5507-19-8473 PIN:5507-19-7462 PIN:5507-19-6452 CAPUTO DAWN PIN:5507-18-4546
/
565 - ! <0 '� STA 10+59.08 \
_ _ _ DB: 6922 PG: 310
PIN: 5507-19-5455
ass Illy` \<_ MH-1 (48" DIA) /
Oo -__143.91° FEM
FLO Wetland AA- Open Cut Sewer Crossing)
- , a 560- \ �\ N 579671.29 p .7 \
E 1502299.23 /
\\\ o NEW8"PVCSDR35 W6: Temporary Forested Impact (green) /
EXISTING MH s8 \\\\ �� NOTE 1 - \
I RIM:565.78' N� \\ \ L - 0.04 ac. impact (temporary clearing and fill for timber mats)
\ "I'll
INV IN (A): 556.19' 8" PVC � ��'
11
INV IN (B): 556.19' 8" PVC `` ; o\��r'y���ss�\\,� ��\� V V 7: Tem orar Herbaceous I m act el IoW SELLERS DANIEL and wife,
INV OUT: 556.73 8 PVC oa rn �o �4o p y p (y ) 36" cMP �/ SELLERS HEATHER 5 3 0 5 10
s� \ Q \ \ INV.OUT : 561.2s' DB: 11400 PG: 333
52+00s� s65_` L - 0.09 ac. impact (fill for timber mats) STREAM PIN: TBM PIN:5507-19-4550 VERTICAL SCALE1"=5'
+� ) __ MOTE8
I ' \ \ \ ` 78°26 44.91 "IN ` • 53+00 -D �i e o o LOD _ o o -0 LOD LOD '\ \ ' ano1 • 50' 100'
A DOGHOUSE /,o , \(CV) -�•^ `\12.29'\�\ ______54+001'riYr= __ 56 _ �.� Intermittent Stream A- Open Cut Sewer Crossing
C-502 MANHOLE / + \ \ I - _ ; \ - -NEW 12" - - - _ - - _ 56g' s�0 \ � wv ou P
/'� o l LOD. r `� - - _ C900 PVC D 25' - - - - - - - _55+0 - _ = <OD �Fq AL SCALE 1 "=50'
/�j/ /o� /�_\. 3.�00560 ���s�\ 6== �i=__----56=-��_\\TyFRIryO - 69: Temporary Impact
I \ ho /ll � III -- - - __ _ _ __ _ -- _ -- '- -_ O
1- \- 0-- - `� `�� \
s- o --s6+ �� \ O<N
,NOTE2 w�_t =�_ - - _� w -`n � 0 \ � \ \ � < \ - 30 If
IIIII \\ \ I I I �// / I I • �OD
NOTE 2 - ®. _ _
�� \ \ O 569-
�/I - s s W--Ss��W �\\�\�
I // I / / \ 11 / 6 / ' / \ \ ` LOD
/ llll l \\ _ -�- \
( \ \ 12 STA 51 +30.89 -556 - - \ \ LOD L ,� w� ss` Ala U2,0 �� \
10: Permanent Impact
8" STA 10+00.00 � � � \ . � ss8„ � � � ��
\\%o \ =MH-16 (60" DIA) / �� 2p8s . x00\ �sss oa sse
�,• 8 - - 10 If (rip rap stabilization)
ss\\\I 1 \\\ \\ 12" L = 97.02' / ss \ 4O \ \ \ '` ��
? \\\I r \ / \ \\ \ ° o �y� ss� _ _ _ _ ^ ONMENT TO INCLUDE
U j' f �o o \\\ % N 579713.49 EXISTING 8" SEWER - - \ \ W W \ \ �7 <0 IN 3 FT BELOW GRADE
+ r 50' SANITARY JH SAND.
Perennial Stream B- Open Cut Sewer Crossing ^''u'� 4gl r E1502257.88 EXISTING EXISTING SEWER EASEMENT _ '\ NOTE2 \\ `ss;s°.z \ss,
DB: 569 PG: 195 ss p mow,,° �� x 3. REFER TO DETAIL BON SHEET C-503 FOR
15' 30 FORCEMAIN XISTING MH �` \\ Sse.6x ss8j k >� �� 00 NOTE 6' op e
I f MANHOLE \ \ TEMPORARY PUMP AROUND FOR STREAM
m IM: 563.36 B ANTI -SEEP COLLAR i > ; _ I / CROSSING IF REQUIRED.
7: Temporary Impact r _
I/ (v \� ,� EXISTING MH N y� \ 3� & F\ x ` as FT R
I ° o \` 1 V IN: 554.87 8 PVC C-502 (TYP), NOTE 9 RIM: 561.61' \ `s4 i y =\\ 0 6� aH-
1 �� s `D 00, R/ INp 4. REFER TO DETAIL F ON SHEET C-502 FOR
- 30 If M \ J I O I V OUT: 554.78 8 PVC o �32 �"�
I �� - SEDIMENT FENCE E INV IN: 553.73' 8" PVC NE sss / s>.\ •� �o,� S�x / qss NTO�O�gN THE ENLARGED VIEW OF THE
f - . • INV OUT: 553.72' 8" PVC / \ li I g. IN q y
y (TYP) C-503 0 �' l M NO F LEATHERWOOD PUMP STATION. EXISTING
SQQ I I �'' s '96 �- 1,9 p NoN \ PUMPS AND GENERATOR WILL BE SALVAGED
V : Permanent Impact �, �s // _ \I I //t \x- 9`.� B G 11 1 BY THE TOWN. CONTRACTOR SHALL
s, Wetland BB- Open Cut Sewer Crossing �\ \= - - •�6
- 10 If(ripra stabiIization I �'�I \ DEMOLISH AND DISPOSE OF ALL OTHER
p ) � ` FLOODWAY o \ ITEMS AT THE PUMP STATION INCLUDING
BUT NOT LIMITED TO FENCE, ELECTRICAL
EQUIPMENT, HAND CRANE, VENT, VALVE
VAULT, AND VALVES. EXISTING WATER
SERVICE, HOSE BIB, AND BACKFLOW
PREVENTER SHALL REMAIN IN SERVICE.
5. CONTRACTOR SHALL FIELD VERIFY SEWER
FORCEMAIN LOCATION PRIOR TO
PERFORMING ANY WORK.
6. CORE DRILL WETWELL FOR CONNECTION OF
NEW 12" SEWERS UNDER PHASE 1 AND
PHASE 2. INSTALL 20' OF 12" SEWER FOR
FUTURE CONNECTION.
7. EXISTING DUKE ENERGY RIGHT-OF-WAY
WIDTH FOR DISTRIBUTION LINES SHOWN
FOR INFORMATION ONLY.
8. CONSTRUCTION CORRIDOR WITHIN
STREAMS SHALL BE LIMITED TO 40 FT WIDE.
9. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 150 FT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
SHEET C-502.
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N 580018.53
'�__-------
E1502233.69
PERENNIAL STREAM
CROSSING, NOTE 8
o: Temporary Forested Impact (green) i
- 0.04 ac. impact (temporary clearing and fill for timber mats) IDIMENTFENCE
ITI rT /TXfmx
-------------OHE OHE---------�' ONE /�
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12" DIA C900 PVC DR 25, L=306.00', S=0.22%
12" DIA C90
PVC DR 25, L=
131.10', S=0.22
/°
12" DIA C900 PVC
DR 25, L=208.
8', S=0.22%
M
12"
DIA C900 PVC
DR 25, L=20.00',
S=0.22%
M
535
47+50
48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
580 580
575 575
570 570
565 565
560 560
555 555
550 550
545 545
540 540
535 535
59+00 59+25
100-YEAR F
LOOD
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EXISTING GRADE
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10+00 10+50 11+0011+20
NG 8" SEWER IN
ITH DETAIL C ON SHEET
:;T EXISTING SERVICES TO
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DESIGNED: SDA
DETAILED: DHD
CHECKED: JGV
APPROVED: JMO
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404399
C-104
SHEET
6OF12
EXISTING MH
Oo \\„C„ 1\ RIM:565.86'
o INV IN (A): 551.06' 8" PVC 1
INV IN (B): 554.40' 8" PVC
EXISTING VENT �0 \�\ (POSSIBLE OUTSIDE DROP: 549.25'
O
E EXISTING WETWELL \\ \ INV IN (C): 549.33' 8" PVC
1 INV OUT: 549.07' 8" PVC
C-501 (TYP) I
EXISTING 8" SEWER \\ `fop SUSAN S. FERGUSON
THE TOWN OF HARRISBURG \\ \ 20 LOT 48, MB: 19 PG: 11
DB:569 PG: 199 \\ \ DB:5661 PG: 1
PIN:5507-19-5711 \% \ PIN:5507-19-2773 1
20' SANITARY U' 1
SEWER EASEMENT
DB: 569 PG; 191 \ \ \\ 1
FUTURE 12" SEWER TO BE \\ �,
INSTALLED UNDER PHASE 2 \\\ \ \

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co
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MH STEPS
15" O.C. (TYP)
=L
314" PIPE
DIAMETER DR
SEWER
SEE NOTE 4
3/4" PIPE
DIAMETER
NIOSION DATE BY CHKD
BOLT(S) ON MH FRAME. PROVIDE
BOLTDOWN COVER(S), ONLY
WHERE SPECIFIED
PLACE MASTIC
BETWEEN GRADE
RINGS
GRADE RINGS AS
REQUIRED
CONE SECTION
VARIES
(0" M I N-
12" MAX)
MH STEPS
15" O.C. (TYP)
FLAT SLAB UPPER SECTION
ALLOWED ONLY WHERE DEPTHS WILL NOT
PERMIT CONE SECTIONS
NOTES:
1. MANHOLE RISERS AND CONE SECTIONS
SHALL CONFORM TO ASTM C-478,
LATEST REVISION.
2. TRANSITION RINGS SHALL HAVE A
MINIMUM CLEARANCE OF 2'-0" ABOVE
THE EFFLUENT OVERT ELEVATION.
3. SEE FIGURE S4.0 FOR DROP MANHOLE.
4. FLEXIBLE WATERTIGHT, SYNTHETIC
RUBBER SLEEVES, WITH STAINLESS STEEL
CLAMP; DRAW BOLT AND NUT CONNECTION
SHALL BE FURNISHED FOR EACH PIPE TO
MANHOLE CONNECTION.
5. SEE DRAWINGS FOR MANHOLE DIAMETER.
6. MAXIMUM HEIGHT OF GRADE ADJUSTMENT
RINGS SHALL NOT EXCEED 12".
WSACC
WATER AND SEWER AUTHORITY
OF CABARRUS COUNTY
STANDARD PRECAST
CONCRETE MANHOLE
FILE NAME: S2.0
�� STANDARD PRECAST CONCRETE MANHOLE
NO SCALE
11 /AIlITC AN
SIDE VIEW
NOTES:
E
aJ
1. CARRIER PIPE SHALL BE RESTRAINED PUSH -ON JOINT DIP.
2. PROVIDE TWO CASING INSULATORS PER JOINT OF
CARRIER PIPE.
3. ADJUST HEIGHT OF CASING INSULATOR AS REQUIRED TO
MAINTAIN SPECIFIED SLOPE.
4. CASING PIPE NOT SHOWN.
CiA'S" ninr
CARF
PIPE
DATE: 8/06
MINIMUM CASING PIPE SCHEDULE
CARRIER PIPE
DIAMETER
CASING PIPE
DIAMETER
CASING PIPE
MIN. THICKNESS
12"
24"
0.250"
�� CASING INSULATOR DETAIL
NO SCALE
ono � FINAL DRAWING — FOR REVIEW PURPOSES ONLY
1/4"
PIPE SHALL BE IN ACCORDANCE
SPECIFICATIONS.
OPENING TO POINT DOWNSTREAM
X 3/8" STEEL STRAPS, AND
4" EXPANSION ANCHOR BOLTS
BE USED TO SECURELY ANCHOR
DLLOWING TABLE SHALL BE USED
TERMINE THE LENGTH OF THE
'PED LEG:
HEIGHT OF
LENGTH OF
VENT PIPE
STRAPPED LEG
UP TO 6.00'
3.00'
1.01' TO 8.00'
4.00'
1.01' TO 10.00'
5.00'
1.01' TO 12.00'
6.00,
OVER 12.01'
7.00'
WSACC SP RDARD PRECASTT
VISION
WATER AND SEWER AUTHORITY CONCRETE MANHOLE
OF CABARRUS COUNTY
NO. DATE BY CHKD FILE NAME: S3.0 DATE: 8/06
�� STANDARD VENT FOR PRECAST CONCRETE MANHOLE
NO SCALE
RIM EL 556.22
FROM EXISTING MH
8" SS
INV EL 548.6
SEE PLAN FOR
ORIENTATION -
EL 542.22+/-
FILL VOID WITH AGGREGATE BASE COURSE
EXPANDABLE WATERSTOP ALL ROUND
EXISTING WETWELL
NO SCALE
CORE DRILL
AND INSTALL
FLEXIBLE
BOOT
CONNECTOR
NEW CONNECTING PIPE
SEE PLAN FOR SIZE,
INVERT ELEVATION, AND
ORIENTATION
RETROFIT WATERSTOP
WESTEC 694 OR EQUAL
ALL AROUND
SUBGRADE
SHOULDER PAVEMENT
5'BEYOND
TOE OF SLOPE
CARRIER PIPE
. ...............14
GRAVEL
A
I
SHOULDER
_ 3' 0" MIN.
- END WALL 5-0" MIN.
SLOPE
AM
C/L DITCH
\-STEEL PIPE CASING
THICKNESS AS NO
CASING TED
ON DETAIL E 8"
E
INSULATOR _
8" D 8"
CASING
PIPE �8
CARRIER
PIPE D
8"
WEEPHOLES
NOTE 2
END WALL SECTION
TYPICAL PIPE CROSSING
COMMON BRICK
MORTAR: 1 PART PORTLAND CEMENT
2 PARTS SAND
D = DIAMETER OF CASING PIPE
NOTES:
1. SEE DRAWINGS FOR LOCATION, AND LENGTH OF STEEL PIPE CASINGS.
2. INSTALL TWO (2) 1" DRAINS EACH SIDE OF CARRIER PIPE IN DOWNHILL END WALL.
3. SEE CASING INSULATOR DETAIL FOR ADDITIONAL DETAIL.
�� ENCASEMENT PIPE UNDER HIGHWAYS
NO SCALE
Z14 NOTE 1
EXISTING 54" RCP
z
N
12" MIN
SLOPE
45' BEND (MJ X PE)
12" DIP INV EL 534.84
54" RCP INV EL 531.39
#4@12"
12" MIN
NOTES:
1. CONTRACTOR SHALL CORE DRILL HOLE IN EXISTING GRAVITY SEWER AND INSERT
INSERTA TEE OR EQUAL FITTING FOR CONNECTION OF NEW 12" SEWER.
2. DIMENSION "A" SHALL NOT BE LESS THAN 3'-0".
SEWER CONNECTION TO EXISTING GRAVITY
�� SEWER SYSTEM WITH TYPE TEE MANHOLES
NO SCALE
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DESIGNED: SDA
DETAILED: APB
CHECKED: JGV
APPROVED: JMO
DATE: NOVEMBER 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404399
C-501
SHEET
7 OF 12

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ABOVE
MH S'
@ 15'
Q
92
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(SEE NOTE 1)
SECTIONAL PLAN
GROUT PIPE
INTO OPENING
MH STEPS
@ 15" OC
SLOPE +—' SLOPE
I
CONCRETE FILL b °
6" (TYP) °
a I f
N�r
0. �.'C 0.�.'C.� 00 0c) 00 o.'O'D 00. O.'0.� 0., O'D 0,0 0. �.'C.p 0.0.'0.
o �" a g o a a o c a o o o o 4 o o o o o o
6" MIN
TS OF REMOVED
TION OF PIPE
I CONNECTING PIPE
PLAN FOR SIZE, INVERT
VATION, AND ORIENTATION)
\P PIPE WITH
BER JOINT FILLER
)R TO GROUTING
SEE SPECIFICATIONS
FOR FURTHER DETAILS
PRECAST DOGHOUSE MANHOLE
DESIGNED FOR H-20 LOADING
AFTER GROUTING MH INVERT,
TOP SECTION OF EXIST PIPE
SHALL BE REMOVED TO THE
EXTENT INDICATED.
PROVIDE BOXOUT AND GROUT IN
ALL CONNECTING PIPES OR
INSTALL RESILIENT CONNECTOR.
NEW CONNECTING PIPE
(SEE PLAN FOR SIZE, INVERT
ELEVATION, AND ORIENTATION)
CAST IN PLACE BASE
#5@ 12"
EW,T$B
UNDERSLAB EXIST PIPE TO REMAIN
GRAVEL W/ (SEE PLAN FOR SIZE, INVERT
VAPOR BARRIER ELEVATION, AND ORIENTATION)
NOTES: SECTIONAL PLAN
1. CONTRACTOR SHALL MAINTAIN FLOW THROUGH EXISTING PIPE AT ALL
TIMES EXCEPT AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS.
2. FIELD LOCATE MANHOLES FOR INSTALLATION OVER EXISTING SEWER.
�� DOGHOUSE MANHOLE
NO SCALE
FINISHED GRADE
INITIAL BACKFILL
11
HAUCHING
t PIPE GRADE
4" BEDDING
NOTES:
SPRING
LINE
CL
"" e" e,,, e, e, C! o" e" e" o, e c o, e � o,
060.0. 06C.G0<)O,OC 0,)0.")c000Cd
Coon( 0)
G c �'c Q e U cQ e Q cQ 'c Q e Q c Q o Q cQ e n cQ c O c
6" O.D. OF PIPE 6"
I - ►f_ ►1
STA 10+00 THROUGH STA 40+81.96
4 - 1/2" STAINLESS
STEEL THREADED
ROD WITH WASHER
AND NUTS
UNDISTURBED
SOIL (TYP)
NOTES:
LIFTING UNIT
TRENCH
WIDTH
6" MIN
SEWER
SEWER
6" MIN
00
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BOTTOM OF
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TRENCH
4 x 4 D5\D5 zo WIDTH
WELDED WIRE
REINFORCEMENT
1. ANTI -SEEP COLLARS SHALL BE PLACED AT THE LOWER UTILITY LINE GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 150FT UP THE UTILITY LINE GRADIENT UNTIL THE UTILITY EXITS THE WETLAND AREA.
2. UNDERPAD MATERIAL AROUND THE OUTSIDE OF THE PIPE SHALL CONSIST OF 1/81, RUBBER SHEET WITH 1/41,
NEOPRENE SPONGE PADDING EXTENDING 2" MINIMUM BEYOND THE WIDTH OF THE ANTI -SEEP COLLAR TO
PREVENT CONCRETE FROM CONTACTING PIPE SURFACE.
3. CONCRETE INTERIOR SURFACE SHALL BE SMOOTH.
ANTI -SEEP COLLAR
NO SCALE
1 I-r11
I ILL r IF L %-%—. IVIF LL I LL 1
W/ CONC
NOTE:
1. ALL ABANDONED IN PLACE PIPING SHALL HAVE ENDS CAPPED.
�� PIPE CAP DETAIL
NO SCALE
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NO TRESPASSING
SIGN
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1.
BARRIER SHALL BE INSTALLED WHERE SHOWN ON THE PLANS PRIOR TO LAND DISTURBING ACTIVITIES.
♦,,OtI1uunp"4
2.
FENCE SHALL BE OF MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE FOR THE
♦♦ �A
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DURATION OF CONSTRUCTION. FENCE SHALL HAVE ORANGE PLASTIC CONSTRUCTION AT LEAST 4 FT
= -<:? ¢ �
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3.
STUDDED STEEL TEE POSTS SHALL BE UTILIZED TO SUPPORT THE CONSTRUCTION FENCE AT 10 FT
Cp, %- v .•'• `� °'N
CD
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SPACING. METAL POSTS SHALL HAVE PLASTIC CAP FOR SAFETY. CONSTRUCTION FENCE SHALL BE
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SECURELY FASTENED TO THE TOP, MIDDLE, AND BOTTOM OF EACH POST.
4.
ALL TREE PROTECTION SHALL BE DIRECTED IN THE FIELD BY THE OWNERS REPRESENTATIVE.
5.
NO TRESPASSING SIGN SHALL BE PLACED ON EACH SIDE OF AREA AND A MAX 75 FT APART. SIGN TO BE
IN ENGLISH AND SPANISH AS SHOWN BELOW.
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'END OF
V O
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4" LETTERS
Q () N to
NO TRESPASSING
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TREE PROTECTION ZONE
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PROHIBIDO ENTRAR
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ZONA PROTECTORA PARA LOS ARBOLES
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CONSTRUCTION AND TREE PROTECTION FENCE
NO SCALE
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UNDISTURBED SOIL U j UNDISTURBED SOIL
co X
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6" SELECT
EXCAVATED
BACKFILL
6" HAND PLACED
EMBEDMENT
6" STONE COVER
INITIAL BACKFILL
GEOTEXTILE FABRIC j� COMPACTED
(SEE NOTE 5) \\j \\j EMBEDMENT
NCDOT #57, 67, OR SPRING\\ \\� GEOTEXTILE FABRIC
78M STONE LINE (SEE \ (SEE NOTE 5)
�\ \ NCDOT #57, 67, OR
TAMP WELL HAUCHING ;/ i 78M STONE
UNDER BOTTOM \j \\
HALF OF PIPE PIPE GRADE TAMP WELL
\� UNDER BOTTOM
4" BEDDING \\\ HALF OF PIPE
MINIMUM SIDE/��/1��/��/��/��/��/��/��/��/� / MINIMUM SIDE
CLEARANCE CLEARANCE
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
5. STONE BEDDING SHALL BE FULLY ENCLOSED IN FILTER FABRIC FOR ENTIRE LENGTH OF PIPE.
6" �O.D. OF PIPE �� 6"
-I _ 0-1
STA 42+50.96 THROUGH STA 58+76.04
�� TRENCH BOTTOM DIMENSIONS AND BACKFILLING REQUIREMENTS FOR PVC AND DI GRAVITY SEWER MAIN
NO SCALE
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
\ CONCRETE
\ \ss 6" CHAIN LINK WITH CLEAN OUT AND VALVE
\ BARBED WIRE EXISTING FORCEMAIN
\ VALVE VAULT 1
\ \ EXISTING 8" SEWER
s\ \ VENT I HAND CRANE — —
/ ' 1
\ \\ INV IN 548.6± / troll,
s\ HOSE BIB
BACK FLOW PREVENTION
,1 \
EXISTING MH s / / / I \ \ ssO
\\ ham, / / �y O /;
RIM: 565.86' \\
INV IN (A): 551.06' 8" PVC \� / / / X% \ �� Ss,
INV IN (B): 554.40' 8" PVC C11 ass/ / j z' / Q�G -566 / li \ \ \ FM — \
(POSSIBLE OUTSIDE DROP: 549.25' \ / / �� � 'SS I �� \ \ \ —FM
INV IN (C): 549.33' 8" PVC / �;� / ► \s\ \ \ \ FM
INV OUT: 549.07' 8" PVC „B„ I I -� PO ss — _ _ POST —ss �\ \ \\ F
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565 _ - -- — \ GRAVEL I\ \
__ _ _ y �_— _\ / \ \ GRAVEL" N' \ — ' / \ INV OUT: 561.04'
III ASPHALT 565
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/ I LEATHERWOOD LN
8" PVC U� �L _ — -
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EXISTING MH TBM /
_ RIM:567.45' EL:563.66' /
INV IN: 558.76' 8" PVC NAVD88 0/
INV OUT: 556.74' 8" PVC N 579639.97 / INV OUT: 561.28'
E 1501577.28
�� EXISTING LEATHERWOOD PUMP STATION
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DESIGNED: SDA
DETAILED: APB
CHECKED: JGV
APPROVED: JMO
DATE: NOVEMBER 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404399
C-502
SHEET
8 OF 12

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HERBACEOUS WETLANDS
BOUNDARY
DIRECTION
OF TRAVEL Do
CONTRACTOR TO PROVIDE PLAN VIEW
TIMBER SIZE AS REQUIRED TO TIMBERS MAY BE BOLTED
SUPPORT THEIR EQUIPMENT OR CABLED TOGETHER TO
MAKE UP MAT SECTIONS
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CONTRACTOR TO PROVIDE
TIMBER SIZE AS REQUIRED TO
SECTION 1 SUPPORT THEIR EQUIPMENT
INSTALLATION
1. WHERE FEASIBLE, PLACE MATS IN A LOCATION THAT WILL MINIMIZE THE AMOUNT NEEDED FOR THE WETLANDS CROSSING.
2. INSTALL ADEQUATE EROSION AND SEDIMENT CONTROLS AT APPROACHES TO MATS TO PROMOTE A SMOOTH TRANSITION TO, AND
MINIMIZE SEDIMENT TRACKING ONTO, MATS.
3. MATS SHOULD BE PLACED ALONG THE TRAVEL WAY SO THAT THE INDIVIDUAL TIMBERS ARE RESTING PERPENDICULAR TO THE
DIRECTION OF TRAFFIC. NO GAPS SHOULD EXIST BETWEEN TIMBERS.
MAINTENANCE
1. MATTED WETLAND CROSSINGS SHOULD BE MONITORED TO ASSURE CORRECT FUNCTIONING OF THE MATS. INSPECT MATS
DURING USE. LOOK FOR ANY DEFECTS OR STRUCTURAL PROBLEMS.
2. MATS WHICH BECOME COVERED WITH SOILS OR CONSTRUCTION DEBRIS SHOULD BE CLEANED AND THE MATERIALS REMOVED
AND DISPOSED OF IN AN UPLAND LOCATION. THE MATERIAL SHOULD NOT BE SCRAPED AND SHOVELED INTO THE WETLANDS AREA.
3. MATS WHICH BECOME IMBEDDED MUST BE RESET OR LAYERED TO PREVENT MUD FROM COVERING THEM OR WATER PASSING
OVER THEM.
REMOVAL
1. MATTING SHOULD BE REMOVED BY'BACKING' OUT OF THE SITE, REMOVING MATS ONE AT A TIME. ANY RUTTING OR SIGNIFICANT
INDENTATIONS IDENTIFIED DURING MAT REMOVAL SHOULD BE REGRADED IMMEDIATELY, TAKING CARE NOT TO COMPACT SOILS.
2. MATS SHOULD BE CLEANED BEFORE TRANSPORT TO ANOTHER WETLAND LOCATION TO REMOVE SOIL AND ANY INVASIVE PLANT
SERIES SEED STOCK OR PLANT MATERIAL.
3. CLEANING METHODS MAY INCLUDE BUT ARE NOT LIMITED TO SHAKING OR DROPPING MATS IN A CONTROLLED MANNER WITH A
PIECE OF MACHINERY TO KNOCK OFF ATTACHED SOIL AND DEBRIS, SPRAYING WITH WATER OR AIR, AND SWEEPING.
�� TIMBER MAT FOR WETLAND CROSSING
NO SCALE
ROAD EDGE
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C) 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES.
to 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT
FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE
a5 NECESSARY.
co 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.
�I 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF FREQUENT CHECKS OF
THE DEVICE AND TIMELY MAINTENANCE.
c' 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE
ENGINEER.
7. USE CLASS "A" STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER.
�I 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM
Q- BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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0o FINAL DRAWING - FOR REVIEW PURPOSES ONLY
APPROVED DEWATERING DEVICE (SILT
BAG) PROVIDE POSITIVE DRAINAGE FROM
SILT BAG TO STREAM
— PUMP SHOULD DISCHARGE
ONTO STABLE VELOCITY
DISSIPATER MADE OF RIPRAP
DISCHARGE HOSES STREAM
DIVERSION PUMPS
INTAKE
HOSE
— SUMP HOLE OR POOL
(12" TO 18"
DEEP, 2' DIA)
CLEAN
WATER DIKE
NOTES:
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF
THE WORK AREA AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA.
THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED
OF RIP RAP OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING
MEASURE SUCH AS A SEDIMENT BAG OR OTHER APPROVED DEVICE. THE MEASURE
SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW
THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN
THE SILT BAG AND STREAM. CONTRACTOR SHALL KEEP AN EXTRA SILT BAG ON SITE
AT ALL TIMES DURING CONSTRUCTION.
3. CONTRACTOR SHALL MINIMIZE CREEK BANK DISTURBANCE, CLEARING AND GRUBBING
WITHIN CREEK BANKS SHALL BE LIMITED TO THAT REQUIRED BY CONTRACTOR FOR
INSTALLATION OF THE PIPELINE. ALL DISTURBED AREAS BETWEEN CREEK BANKS
SHALL BE STABILIZED WITH RIP -RAP.
WIRE MESH
FENCING —
FABRIC
COMPACTED
BACKFILL
DISTURBED
EARTH
NOTES:
�� TEMPORARY PUMP AROUND
NO SCALE
METAL FENCE POST
@ 8'-0" O.C.
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UNDISTURBED
EARTH-7
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
#57 OR #5 WASHED
STONE
FLOW DIRECTION
1. FENCING TO BE PLACED AT EXTREME LIMIT OF AREA TO BE DISTURBED.
2. USE SYNTHETIC FILTER FABRIC IN LIEU OF BURLAP WHEN SILT FENCE IS TO BE USED
MORE THAN 45 DAYS.
3. REMOVE SEDIMENT DEPOSITS PRIOR TO REACHING 1/3 HEIGHT OF FENCE.
�� SEDIMENT FENCE
NO SCALE
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A. BURY THE TOP END OF THE MATTING
IN A TRENCH 5 INCHES OR MORE IN
DEPTH.
B. TAMP THE TRENCH FULL OF SOIL. SECURE W W W W
WITH ROW OF STAPLES, 10" SPACING,
4 INCHES DOWN FROM THE TRENCH.
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E. OVERFALL
C. OVERLAP MATTING AT UPPER END OF LOWER
STRIP AS IN 'A' AND 'B' OVERLAP END
OF STAPLE.
D. CHECK SLOT-- FOLD OF MATTING BURIED
IN SLIT TRENCH AND TAMPED, 5 /
DOUBLE ROW OF STAPLES.
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PLACE STAPLES 3 FEET
APART AS REQUIRED TO
o TYPICAL STAPLES %;�\��\�,����y/\��,\��%//KEEP THE TING FIRMLY
PRESED INTO OTHE SOIL.
#8 GAUGE WIRE
F. PRESS ENDS OF MATTING 4 INCHES INTO THE SOIL
1 1/2" NOTES: AROUND STRUCTURES, AND STAPLE SECURELY.
1. MATTING FOR EROSION CONTROL SHALL BE JUTE MATTING OR EXCELSIOR MATTING.
2. MATTING SHALL BE INSTALLED WHERE REQUIRED TO STABILIZE CHANNELS AND SLOPES.
DETAIL FOR STABILIZING CHANNELS AND
�� SLOPES WITH EROSION CONTROL MATTING
NO SCALE
r-
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#57 OR #5 WASHED STONE �0°°O O °o°QO� Qo°o °Ci0 ° � '°off' °p ° °8°Od 80 ° ° pO��
a oo °OV°OO ° °°p O° ° `3-' Cj° o o ('� o°°Q°o °�°° ° ° °oc� oOo�° -n vd'°a °�° °
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NOTE: 0 (- °a° CT2°7od Q O°oo ° ° c
SEDIMENT FENCE FABRIC TO OVERLAP 0 0 °oa 80'o08o p 0
HARDWARE CLOTH BY 12 INCHES a 00O ° ° ^^n^ ^^ n ^ 0 0 0Ko° °°�°O°oOo°�F°O0��0 ° ^ ^^^^ oo°°
t�"i��O Oo�n� n_n�n�_ _ n �n� ° o o o�oo^0000, p,Q j�'i'opap 000 O ^ O O O
18"
0
GRADE
SED
FEN(
SEDIMENT FENCE FABRIC
ON WIRE FENCE
IEI'm 1 \V.wff.m 1�� W �WEI
HARDWARE CLOTH
ON WIRE FENCE
STEEL FENCE POST
PLAN VIEW NOTE:
USE SEDIMENT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE
AND THERE IS A LOW AREA. USE AS A REPAIR
OF SILT FENCE FAILURES.
STEEL FENCE POST SET pool
RAAVIRAl IRA 7' nn AMA=
FRONT VIEW SEDIMENT FENCE FABRIC 8 INCHES INTO THE TRENCH
�� SEDIMENT FENCE OUTLET
NO SCALE
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DESIGNED: SDA
DETAILED: APB
CHECKED: JGV
APPROVED: JMO
DATE: NOVEMBER 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404399
C-503
SHEET
9 OF 12

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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSI TE CONCRETE WASHOUT
STRUCTURE WITH LINER
10,
A HIGH COHESIVE & MIN B SANDBAGS (TYP.)
CD CD LOW FILTRATIONFW
OIGHTAPLES
0 0 SANDBAGS (TYP.) SOIL BERM 10 MIL COHESIVE &
OR STAPLES U C-) CD PLASTIC LINING LOW FILTRATION
U U 10 MIL 1:1 SIDE SLOP SOIL BERM
SILT FENCE 1:1 PLASTIC SANDBAGS (TYP.) U U �(TYP,)
0 SIDE SLOPE LINING�OR STAPLES z
0 d (T1 0 0 z x0 o c'
A Zxx -I
SECTION B-B
SECTION A -A B
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS (TYP.)
NOTES:
OR STAPLES
1. ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
2. THE CONCRETE WASHOUT
WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT
STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
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PROJECT NO.
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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan_ This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
.
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
o
Within 24 hours, an oral or electronic notification.
with the conditions
o
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
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12 oF,z

CAROLINA WETLAND SERVICES, INC.
660 E. Westinghouse Blvd.
Charlotte, NC 28273
704-627-1177 (office)
704-627-1133 (fax)
October 27, 2020
Lee Campbell, P.E.
Black & Veatch
175 Regency Woods Place Suite 200
Cary, NC 27518
Subject: Protected Species Assessment Report
Morehead West Sewer Project
Harrisburg, North Carolina
CWS Project No. 2020-0074
Mr. Campbell,
Black & Veatch has contracted Carolina Wetland Services, Inc. (CWS) to provide a protected
species assessment for the Morehead West Sewer Project. The Morehead West Sewer Project
is an approximately 5,500-foot long, 100-foot wide sewer corridor. The corridor begins just east
of the Tall Tree Lane and Leatherwood Lane intersection and extends north/northeast to just
northeast of the confluence of Mallard Creek and Rocky River in Cabarrus County, North
Carolina, (Figure 1).
Methods
In -office Desktop Review
To determine which protected species are listed as occurring or potentially occurring within the
project vicinity and prior to conducting the on -site field investigation, CWS consulted the United
States Fish and Wildlife Service (USFWS) Endangered and Threatened Species and Species of
Concern by County for North Carolina online database for Cabarrus County'. In addition, CWS
performed a data review using the North Carolina Natural Heritage Program (NCNHP) Data
Explorer on April 17 and October 21, 2020 to determine if any record occurrences of
federally -listed, candidate endangered, threatened species, or critical habitat are located within
the project limits.
Typical habitat requirements for listed species was discerned from multiple USFWS3 and
NCNHP' online resources including, but not limited to, specific USFWS species profiles,
United States Fish and Wildlife Service, Raleigh Field Office. Accessed April 13 and October 21, 2020. Endangered and
Threatened Species and Species of Concern by County for North Carolina.
https://www.fws.gov/raleigh/species/cntylist/cabarrus.html
2 North Carolina Natural Heritage Data Explorer. Accessed April 13 and October 22, 2020. https://ncnhde.natureserve.org/.
3 U.S. Fish and Wildlife Service. 2006. Optimal Survey Windows for North Carolina's Federally Threatened and Endangered Plant
Species. https://www.fws.gov/southeast/pdf/fact-sheet/north-carolina-optimal-survey-windows-for-at-risk-and-listed-plants.pdf
Accessed April 13 and October 21, 2020.
° Buchanan, M.F. and J.T. Finnegan. 2010. Natural Heritage Program List of the Rare Plant Species of North Carolina. NC Natural
Heritage Program, Raleigh, NC. Accessed from https://www.fws.gov/raleigh/species/cntylist/nc_Counties.html
NORTH CAROLINA - SOUTH CAROLINA
WWW.CWS-INC.NET
Page 1 of 6

Morehead West Sewer Project
Protected Species Assessment Report
October 27, 2020
CWS Project No. 2020-0074
recovery plans, NCNHP's Guide to Federally Listed Endangered and Threatened Species of
North Carolina, and List of the Rare Plant Species of North Carolina. United States Department
of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of
Cabarrus County5 and aerial imagery were also reviewed for potential habitat of listed species
within the project vicinity (Figures 2 and 3).
Field Survey
CWS scientists Megan Bollero, WPIT6, and Amie Hoy, WPIT, conducted a pedestrian habitat
assessment of the project area on April 14, 2020, a wetland delineation on September 9, 2020,
and a formal habitat assessment on October 21, 2020. Potential habitats for potentially
occurring federally -protected species that were identified during the desktop review were
assessed in the field for the quality of physical and/or biological features essential to the
conservation of the applicable species. Additionally, during the pedestrian habitat assessment,
areas were reviewed for applicable federally protected species. Identification references for
natural communities include the National Land Cover Database (2011)7.
Results
Based on the NCNHP data explorer review, there are no current records of federally -protected
species within the project limits or within a mile of the project limits (Attachment A). The
USFWS lists four federally protected species for Cabarrus County (Table 1). An official species
list has not been obtained from the USFWS Asheville Field Office.
Table 1. Unofficial List of Federally -Protected Species Potentially Occurring within the
Morehead West Sewer Project, Cabarrus County, NC.
Major Group
Scientific Name
Common Name
Federal Status*
Record Status
Helianthus
Schweinitz's
Plant
E
Current
schweinitzii
sunflower
Lasmigona
Animal
Carolina heelsplitter
E
Probable/Potential
decorata
Myotis
Northern -long-eared
Animal
T
Probable/Potential
septentrionalis
bat
Haliaeetus
Animal
Bald eagle
BGPA
Current
leucocephalus
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act.
Five terrestrial community types were identified within the project area during the field survey.
These community types consist of mixed forest, herbaceous area, woody wetlands, herbaceous
wetlands and maintained grassy areas (Figure 3). Of the identified on -site community types, the
herbaceous areas are considered potential habitat for federally threatened or endangered
species that could potentially occur within the project limits. A brief description of each species
habitat requirements and determination of effect findings are listed below by species.
' United States Department of Agriculture, 2019. Web Soil Survey of Cabarrus County, North Carolina. Accessed
03/24/2020. Source: https://websoilsurvey.nres.usda.gov/app/HomePage.htm
6 Wetland Professional in Training, The Society of Wetland Scientist Professional Certification Program
MLRC. National Land Cover Database, 2011. https://www.mrlc.gov/nlcdl 1_leg.php
Page 2 of 6

Morehead West Sewer Project
Protected Species Assessment Report
October 27, 2020
CWS Project No. 2020-0074
Schweinitz's sunflower (Helianthus schweinitzii)
Habitat Description:
Schweinitz's sunflower is a perennial herb with yellow rays and yellow centers. They
can reach heights of five feet. Populations are limited to the piedmont of North and
South Carolina. It has been listed as an Endangered species under the ESA since
1991.8 The typical habitat for this plant includes roadsides, old pastures, transmission
line right-of-ways, open areas, either natural or human -maintained habitats, or edges of
upland woods. Major characteristics of soils associated with suitable Schweinitz's
sunflower habitat include thin soils, soils on upland interstream flats or gentle slopes,
soils that are clay like in both composition and texture (and often with substantial rock
fragments), soils that have a high shrinkage swell capacity, and those which vary over
the course of the year from very wet to very dry.
Biological Analysis:
The potential on -site habitat for this species is limited to the herbaceous areas along the
forest edges and road right-of-ways (Photographs 1 and 2). A desktop review of the site
was conducted on April 13, 2020 and determined that the site does contain Iredell and
Mecklenburg soil series associated with Schweinitz's sunflower. However, the majority
of these areas consist of forested areas with closed canopies and both emergent and
forested wetlands, which are not conducive habitats for Schweinitz's sunflower
(Photographs 3-5). Areas assessed as potential habitats were surveyed for this species
on October 21, 2020. No individuals of Schweinitz's sunflower were observed during the
field assessments on April 17 and October 21, 2020. Additionally, no known population
records of the species occur within one mile of the project area in the NCNHP database.
Therefore, CWS concludes that the project may affect but not likely to adversely
affect Schweinitz's sunflower.
Carolina heelsplitter (Lasmigona decorata)
Habitat Description:
The Carolina heelsplitter was historically known from several locations within the
Catawba and Pee Dee River systems in North Carolina and the Pee Dee and Savannah
River systems, and possibly the Saluda River system in South Carolina. In North
Carolina, the species is now known only from a handful of streams in the Pee Dee and
Catawba River systems. The species exists in very low abundances, usually within 6 feet
of shorelines, throughout its known range. The general habitat requirements for the
Carolina heelsplitter are shaded areas in large rivers to small streams, often burrowed
into clay banks between the root systems of trees, or in runs along steep banks with
moderate current. Recently, the Carolina heelsplitter has been found in sections of
streams containing bedrock with perpendicular crevices filled with sand and gravel, and
with wide riparian buffers.9
° United States Fish and Wildlife Services. 1991. Endangered and Threatened Wildlife and Plants; Helianthus schweinitzii
(Schweinitz's sunflower) Determined to be Endangered. http://ecos.fws.gov/docs/federal_register/frl852.pdf.
9 NCDOT TE Animal Habitat Descriptions. 2015.
https://connect.ncdot.gov/resources/Environmental/Compliance%20Guides%20and%20Procedures/TE%2OAnimal%2OHabitat%
20Descriptions%2OMar_6_2015.pdf
Page 3 of 6

Morehead West Sewer Project
Protected Species Assessment Report
October 27, 2020
CWS Project No. 2020-0074
Biological Analysis:
There are two perennial streams on -site, but the stream banks are intensively incised. In
addition, the stream bottoms are heavily embedded with silt and high turbidity which is
not an optimal habitat for Carolina heelsplitter (Photographs 6 and 7). Studies
performed by the North Carolina Department of Water Quality show that water quality in
the Rocky River Watershed has been severely impacted by rapid development in the
area.10 Rocky River is the river on this property and this study shows that it has been
heavily impaired by stormwater runoff, resulting in habitat degradation. Additionally, the
NCNHP data record review revealed that there are no current occurrences for this
species within the project limits, or within a one -mile radius of the project (Attachment A).
Therefore, CWS concludes that this project will have no effect on the Carolina
heelsplitter.
Northern long-eared bat (Mvotis septentrionalis)
The northern long-eared bat (NLEB) is one of the species of bats most impacted by the
white -nose syndrome disease. Summer habitat (roosting habitat) of the NLEB includes forests
and woodlots containing live trees and/or dead snags greater than three inches diameter at
breast height with cavities or crevices. Winter habitat (hibernacula) of the NLEB includes caves,
mines, rocky areas, or structures that mimic similar conditions such as culverts greater than
48-inch in diameter." The NLEB was listed as Threatened (T) on April 2, 2015.
The forested areas within the property are potential habitats for the NLEB.
The final 4(d) rule exempts incidental take of NLEB associated with activities that occur greater
than 0.25 miles from a known hibernaculum site and greater than 150 feet from a known,
occupied maternity roost from June 1-July 31.
There are no known hibernaculum sites within 0.25 miles and no known occupied maternity
roots within 150 feet from the study area.
In accordance with the final 4(d) rule (effective as of February 16, 2016), any incidental take that
may result from associated activities is exempt under the 4(d) rule. Therefore, the project as
proposed is exempt under the 4(d) rule.
Bald eagle (Haliaeetus leucocephalus)
The Bald and Golden Eagle Protection Act,12 enacted in 1940, prohibits anyone without a permit
issued, from "taking" bald eagles, including their parts, nests, or eggs. Habitat for the bald eagle
includes cliffs and forested areas typically within 1.0 mile of estuaries, large lakes, reservoirs,
rivers, seacoast, and as they become more abundant, stands of undisturbed forest.
A desktop-GIS assessment of the project study area, as well as, the area within a 1 mile radius
of the project limits, was performed on October 21, 2020 using 2020 color aerials. No water
bodies large enough or sufficiently open to be considered potential feeding sources were
10 https://files.nc.gov/ncdegMlater%20Quality/Planning/BPU/BPU/YadkinNadkin%20PIans/2010%20Plan/'
6_03040105%20Rocky%20R-2010.pdf
United States Fish and Wildlife Service. 2016. 4(d) Rule for the Northern Long -Eared Bat, Final rule.
https://www.gpo.gov/fdsys/pkg/FR-2016-01-14/pdf/2016-00617.pdf
12 https://www.fws.gov/midwest/MidwestBird/eaglepermits/bagepa.html
Page 4 of 6

Morehead West Sewer Project
Protected Species Assessment Report
October 27, 2020
CWS Project No. 2020-0074
identified. According to the NCNHP database, there are no current occurrences of this species
within 1.0 mile of the project study area. No bald eagles or bald eagle nests were observed
within the study area at the time of the site visits on April 14 or October 21, 2020. Due to the
lack of optimal habitat within the project limits, as the site is located within an urban landscape,
and lack of observed individuals, CWS concludes that this project will have no effect on this
species.
Summary
Based on the literature search and the results of the on -site assessment for suitable habitat of
federally -protected endangered, and threatened species, suitable habitat was not observed
within the project limits for Carolina heelsplitter or bald eagle. CWS has concluded that
activities within the project area will not directly or indirectly jeopardize the continued existence
of Carolina heelsplitter or bald eagle.
Potential habitat was observed for Schweinitz's sunflower. However, no individuals of
Schweinitz's sunflower were observed during the field assessments on April 14 or October 21,
2020. Therefore, CWS concludes that the project may affect but not likely to adversely affect
Schweinitz's sunflower.
Based on the project area location, no tree removal activities will occur within a 150-foot radius
of a known, occupied NLEB maternity roost from June 1-July 31 and no trees will be removed
within 0.25 miles of a known hibernaculum at any time of year. Therefore, any incidental take
on NLEB that may result from associated activities is exempt under the 4(d) rule.
Biological determinations requirements for federally protected species are summarized in Table
2.
Table 2. Biological Determination Requirements Summary Table for Federally Protected Species
Federal
Effect on Listed
Biological
Scientific Name
Common Name
Status*
Species
Determination
Required
Helianthus schweinitzii
Schweinitz's sunflower
E
MANLAA
No
Lasmigona decorata
Carolina heelsplitter
E
No Effect
No
Myotis septentrionalis
Northern -long-eared bat
T
Exempt
Yes
Haliaeetus
Bald eagle
BGPA
No Effect
No
leucocephalus
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act
MANLAA - May affect but not likely to adversely affect
A biological assessment was not conducted for this project. All biological determinations of
effect represent the best professional opinion of CWS and are not official determinations of
effect. It is the responsibility of the lead federal agency to render an official determination of
effect. Should the lead federal agency agree with CWS's initial findings of no effect, then no
USFWS consultation is required to comply with Section 7 of the Endangered Species Act.
Should the lead federal agency's determination of effect differ from the findings of CWS, formal
or informal consultation with USFWS may be required.
Page 5 of 6

Morehead West Sewer Project
Protected Species Assessment Report
October 27, 2020
CWS Project No. 2020-0074
Thank you for the opportunity to provide these services on this important project. Please do not
hesitate to contact Megan Shelton at 757-576-6433 or [e-mail] should you have
any questions or comments regarding this report.
Sincerely,
Megan Bollero, WPIT Aliisa Harjuniemi, PWS
Project Scientist Senior Project Manager
Attachments: Figure 1: USGS Topographic Map
Figure 2: USDA-NRCS Web Soil Map of Cabarrus County
Figure 3: Aerial Map
Attachment A: NCNHP Data Review Report
Attachment B: Representative Photographs (1-7)
Page 6 of 6

Virginia
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REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2019.
SCALE: DATE:
1 inch = 5,000 feet 9/21/2020
CWS PROJECT NO: DRAWN BY:
2020-0074 ALH
COORDINATES: CHECKED BY:
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11
CARO LI NA
WETLAND SERVICES
4
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Legend
Project Limits (7 ac.)
5,000 2,500 0 5,000 Feet
FIGURE NO.
Vicinity Map
Morehead West Sewer Project
Cabarrus County
Harrisburg, North Carolina
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REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): HARRISBURG, 2019.
SCALE:
1 inch = 2,000 feet
DATE:
9/17/2020
USGS Topographic Map
FIGURE NO.
CWS PROJECT NO:
2020-0074
DRAWN BY:
ALH
Morehead West Sewer Project
COORDINATES:
CHECKED BY:
CAR ❑ L I N A
Cabarrus County
2-1
35.334735,-80.667051
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WETLAND SERVICES
Harrisburg, North Carolina
1
G:\Shared drives\Consulting Team Drive\2020\2020 Consulting Projects\2020-0074 Morehead West Sewer\JD\ArcGIS\Figure2_USGS.mxd

G:\Shared drives\Consulting Team Drive\2020\2020 Consulting Projects\2020-0074 Morehead West Sewer\Sunflower Survey\Figures\Figure3_Aerial.mxd

Morehead West Sewer Project
Attachments
October 27, 2020
CWS Project No. 2020-0074
ATTACHMENT A:
NCNHP Data Review Report

■ ■■■ Roy Cooper. Governor
00 0 NC DEPARTMENT OF Susi Hamilton, Secretary
■■L■■ NATURAL AND CULTURAL RESOURCES
IN won Walter Clark, Director, Land and Water Stewardship
NCNHDE-11858
April 17, 2020
Amie Hoy
Carolina Wetland Services
550 East Westinghouse Blvd
Charlotte, NC 28273
RE. Morehead West Sewer, 2020-0074
Dear Amie Hoy.
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally -listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodney.butlerLncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. NC 27699
& OFC g19.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Morehead West Sewer
Project No. 2020-0074
April 17, 2020
NCNHDE-11858
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present, it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
Managed Area Name wner Owner Type
NC Clean Water Management Trust Fund Funded NC DNCR, Clean Water Management Trust State
Project
Fund
City of Harrisburg Open Space City of Harrisburg Local Government
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/content/heir). Data query generated on April 17, 2020; source: NCNHP, Q1 Jan 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Morehead West Sewer
Project No. 2020-0074
April 17, 2020
NCNHDE-11858
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Element Accuracy Federal State Global State
Group bservation Occurrence Status Status Rank Rank
� Date ` Rank A
Animal 32474 Waterbird Colony --- 2008-04-22 B 2-High --- --- GNP S3
Assemblage
Natural 8101
Dry-Mesic Basic --- 2010 D 3-Medium ---
--- G3G4 S3
Community
Oak --Hickory Forest
(Piedmont Subtype)
Vascular Plant 8578
Hexalectris spicata Crested Coralroot 1992-08-05 BC 3-Medium ---
Significantly G5 S2
Rare
Peripheral
Vascular Plant 34035
Hexalectris spicata Crested Coralroot 2014-09-10 D 2-High ---
Significantly G5 S2
Rare
Peripheral
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name wner; Owner Type M
Cabarrus County Open Space Cabarrus County. multiple local Local Government
government
NC Clean Water Management Trust Fund Funded NC DNCR, Clean Water Management Trust State
Project Fund
City of Harrisburg Open Space City of Harrisburg Local Government
Catawba Lands Conservancy - Elledge Preserve Catawba Lands Conservancy Private
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.org/content/helr). Data query generated on April 17, 2020; source: NCNHP, Q1 Jan 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-11858: Morehead West Sewer
\ nwroreaa rta
S Mo%Re r
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1
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3 11
April 17, 2020
Project Boundary
Buffered Project Boundary
Q Managed Area (MAREA)
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1:25,336
0 0.2 0.4 0.8 mi
0 0.325 0.65 1.3 km
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community
Page 4 of 4

■ ■■■ Roy Cooper. Governor
00 0 NC DEPARTMENT OF Susi Hamilton, Secretary
■■L■■ NATURAL AND CULTURAL RESOURCES
IN won Walter Clark, Director, Land and Water Stewardship
NCNHDE-13147
October 22. 2020
Amie Hoy
Carolina Wetland Services
550 East Westinghouse Blvd
Charlotte, NC 28273
RE. Morehead West Sewer, 2020-0074
Dear Amie Hoy.
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally -listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodney.butlerLncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. NC 27699
& OFC g19.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Morehead West Sewer
Project No. 2020-0074
October 22, 2020
NCNHDE-13147
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present, it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
Managed Area Name Owner Owner Type
City of Harrisburg Open Space City of Harrisburg Local Government
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on October 22, 2020; source: NCNHP, Q3 October 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Morehead West Sewer
Project No. 2020-0074
October 22, 2020
NCNHDE-13147
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Element Accuracy Federal State Global State
Group bservation Occurrence Status Status Rank Rank
� Date ` Rank A
Animal 32474 Waterbird Colony --- 2008-04-22 B 2-High --- --- GNP S3
Assemblage
Natural 8101
Dry-Mesic Basic --- 2010 D 3-Medium ---
--- G3G4 S3
Community
Oak --Hickory Forest
(Piedmont Subtype)
Vascular Plant 8578
Hexalectris spicata Crested Coralroot 1992-08-05 BC 3-Medium ---
Significantly G5 S2
Rare
Peripheral
Vascular Plant 34035
Hexalectris spicata Crested Coralroot 2014-09-10 D 2-High ---
Significantly G5 S2
Rare
Peripheral
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name wner; Owner Type M
Cabarrus County Open Space Cabarrus County. multiple local Local Government
government
City of Harrisburg Open Space City of Harrisburg Local Government
Catawba Lands Conservancy - Elledge Preserve Catawba Lands Conservancy Private
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on October 22, 2020; source: NCNHP, Q3 October 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-13147: Morehead West Sewer
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Project Boundary
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1:25,309
0 0.2 0.4 0.8 mi
0 0.325 0.65 1.3 km
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NIPS,
NRCAN, GeoBase, GIN, Kadaster NIL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community
Page 4 of 4

Morehead West Sewer Project
Attachments
October 27, 2020
CWS Project No. 2020-0074
ATTACHMENT B:
Photopage (Photographs 1-7)

Morehead West Sewer Project
Attachment B: Photopage
October 27, 2020
CWS Project No. 2020-0074
Photograph 1. View of potential habitat for Schweinitz's sunflower, facing north-northwest.
(October 21, 2020)
Photograph 2. View of potential habitat for Schweinitz's sunflower, facing northwest. (October 21, 2020)
Photopage 1 of 4

Morehead West Sewer Project
Attachment B: Photopage
October 27, 2020
CWS Project No. 2020-0074
Photograph 3. View of unsuitable habitat for Schweinitz's sunflower, facing northeast.
(September 9, 2020)
Photograph 4. View of unsuitable habitat for Schweinitz's sunflower, facing east. (April 17, 2020)
Photopage 2 of 4

Morehead West Sewer Project
Attachment B: Photopage
October 27, 2020
CWS Project No. 2020-0074
Photograph 5. View of unsuitable habitat for Schweinitz's sunflower, facing east.
(September 9, 2020)
Photograph 6. View of unsuitable habitat for Carolina heelsplitter, facing northwest. (September 9, 2020)
Photopage 3 of 4

Morehead West Sewer Project
Attachment B: Photopage
October 27, 2020
CWS Project No. 2020-0074
Photograph 7. View of unsuitable habitat for Carolina heelsplitter, facing southwest. (September 9, 2020)
Photopage 4 of 4

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DOE districts & boundaries
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Local individual resources & centerpoints
Local Landmark
Both DOE and Study List Boundary
Local Landmark, Gone
DOE individual resources & centerpoints
* Local HD Center Point
A Determined Eligible
Surveyed Only individual resources & centerpoints
DOE, Gone
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SL and DOE
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ASL and DOE, Gone
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* DOEHD Center Point
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1:18,056
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SL Individuai Entry
0 0.28 0.55
• SL and DOE entry
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SL and DOE, Gone
* SLHD Center Paint
SLDOEHD Center Point
NR districts & boundaries
= National Register Boundary
0.6 rni
1.1 km
City of Chanotte, County of Cabarrus, State of North Carolina DOT,
Esri, HERE, Garmin, INCREMENT P, NGA, USGS
North Carolina State Historic Preservation Office
City of Charlotte, County of Cabarrus, State of North Carolina DOT, Esri, HERE, Garm! n, INCREMENT P, NGA, USGS I Esri, HERE

Morehead West Sewer Project January 18, 2021
Attachment C: Photopage CWS Project No. 2020-0074
Photograph 1. View of Herbaceous Wetland AA, facing northeast (DP1).
Photograph 2. View of Forested Wetland AA, facing northeast (DP2).
Photopage 1 of 6

Morehead West Sewer Project January 18, 2021
Attachment C: Photopage CWS Project No. 2020-0074
r
Photograph 3. View of Wetland BB, facing southwest.
Photograph 4. View of Forested Wetland CC, facing southeast.
Photopage 2 of 6

Morehead West Sewer Project
Attachment C: Photopage
January 18, 2021
CWS Project No. 2020-0074
Photograph 5. View of Forested Wetland DID, facing northeast.
r
N.
Photograph 6. View of Intermittent Stream A, facing upstream.
Photopage 3 of 6

Morehead West Sewer Project January 18, 2021
Attachment C: Photopage CWS Project No. 2020-0074
Photograph 7. View of Perennial Stream B, facing upstream.
Photograph 8. View of Perennial Stream C (Rocky River), facing upstream.
Photopage 4 of 6

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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TIM BAUMGARTNER
Director
Robert Donham
Town of Harrisburg
4100 Main St. Suite 101
Harrisburg, NC 28075
"N QUAM`1111�/
NORTH CAROLINA
Environmental Quality
December 11, 2020
Expiration of Acceptance: 6/11/2021
Project: Morehead West Sewer County: Cabarrus
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
(8-digit HUC)
Impact Type
Impact Quantity
Yadkin
03040105
Riparian Wetland
0.255
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
cc: Megan Bollero, agent
Sincerely,
At�t_&�
FOR James. B Stanfill
Asset Management Supervisor
NORTH CARo ND_EQ��
oeparlment of Environmental Duali
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

Blasting will be most likely required to complete the proposed work during Summer 2021 -
Spring 2022. Geotechnical investigations have been performed along the project corridor, but
the specific locations where blasting might be necessary are not yet known. Pre -drilling will be
performed once construction begins and the blasting plan will be developed as necessary. The
blasting plan will be provided upon request once completed.
There are no red HUCs within 0.25 mile from the study area.

Contact Name * Megan Bollero
Contact Email Address* [e-mail]
Project Owner*
Rob Donham
Project Name *
Morehead West Sewer Project
Project County*
Cabarrus
Owner Address:*
Street Address
4100 Main St
Address Line 2
Ste 101, P.O. Box 100
city
Harrisburg
Fbstal / Zip Code
28075
Is this a transportation project?*
(- Yes (-- 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 : No
State / Rovince / Fbgion
North Carolina
Country
USA
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*
New sewerline installation to help support the growing population in the
Harrisburg area. Proposed impacts include two stream crossings and three
wetland crossings.
Please give a couple of dates you are available for a meeting.
Please attach the documentation you would like to have the meeting about.
pdt 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.
1 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's
Submittal Date 10/27/2020