20230279 Ver 1_ePCN Application_20230221

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process? *
Yes
No
Is this project a public transportation project?*
Yes No
Change only If needed.
Pre -Filing Meeting Date Request was submitted on:
2/21/2023
BIMS # Assigned * Version#*
20230279 1
Is a payment required for this project? *
No payment required
Fee received
Fee needed - send electronic notification
Select Project Reviewer*
Andrew Pitner:[e-mail]
Information for Initial Review
la. Name of project:
COURTESY COPY Autumn Brook
la. Who is the Primary Contact?*
Megan Bollero
Reviewing Office*
Mooresville Regional Office - [phone]
1b. Primary Contact Email: * lc. Primary Contact Phone: *
[e-mail] [phone]
Date Submitted
2/21/2023
Nearest Body of Water
UT to Stanley Creek
Basin
Catawba
Water Classification
Class C
Site Coordinates
Latitude:
35.371154
A. Processing Information
Longitude:
-80.092056
County (or Counties) where the project is located:
Gaston
Is this a NCDMS Project
Yes No
Is this project a public transportation project?*
Yes No

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lh. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
Id. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project? *
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Profile Homes -Autumn Brook LLC
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
Street Address
535 Plainfield Road
Address Line 2
STE B
City
Willowbrook
Postal / Zip Code
60527
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
IL
Country
USA
Yes No
Yes No

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Town of Stanley
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
Street Address
P.O. Box 279
Address Line 2
City
Stanley
Postal / Zip Code
28164
State / Province / Region
NC
Country
USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Bob Moss
3b. Business Name:
Profile Homes
3c. Address
Street Address
601 - B Eagleton Downs Dr.
Address Line 2
City
Pineville
Postal / Zip Code
28134
3d. Telephone Number:
[phone]
3f. 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
Postal / Zip Code
28273
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
State / Province / Region
NC
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:

C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Stanley
2. Project Identification
2a. Property Identification Number:
305540 and 219470 (partial)
2c. Project Address
Street Address
Blacksnake Road
Address Line 2
City
Stanley
Postal / Zip Code
28164
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
UT to Stanley Creek
3b. Water Resources Classification of nearest receiving water:*
Class C
3c. What river basin(s) is your project located in?*
Catawba
3d. Please provide the 12-digit HUC in which the project is located.
030501011304
4. Project Description and History
2b. Property size:
57
State / Province / Region
NC
Country
USA
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 Autumn Brook project is approximately 57 acres in extent and is located east-southeast of the North Main Street and Mariposa Road intersection in Stanley, North Carolina (Figures 1
and 2, Attachment A).
The project area consists of undeveloped forest, open maintained grassy areas, and gas and powerline right-of-ways. On -site elevations range from 740-800 feet above mean sea level
(Figure 2). Land cover within the project area consists of deciduous forest, mixed forest, forested wetlands, open maintained grassy areas, and gas and powerline right-of-ways (Figure 3).
The surrounding land use consists of undeveloped forested areas, single-family homes, commercial properties, a park, and pasture.
According to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of Gaston County (Figure 4) and the NRCS Published
Soil Survey for Gaston County (Figure 5), on -site soils consist of five different soil types. Of the on -site soils listed on the Web Soil Survey, Worsham loam soil series is listed as containing
hydric inclusions.
A review of the NWI GIS layer depicts potential forested wetland in the central portion of the project limits extending from west to east (Figure 6).
FEMA National Flood Hazard Layer was reviewed for the project area (FEMA Panels 3710357900J). The entirety of the Autumn Brook Pump Station and Force Main site is located within
the Minimal Flood Hazard Zone (Figure 7).
Based on the results of wetland delineation performed by Carolina Wetland Services, there are seven jurisdictional waters of the U.S. located within the project boundary totaling
approximately 0.60 acres, including 2,414 linear feet of jurisdictional stream channel (Figure 8).
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0.24
4g. List the total estimated linear feet of all existing streams on the property:
2,414 perennial
4h. Explain the purpose of the proposed project: *
The purpose of this project is to develop the property into townhomes. The project will provide housing for Stanley, North Carolina to meet the growing demand for housing due to rapid
population growth in nearby areas.

4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Under Nationwide Permit (NWP) No. 29, proposed stream and wetland impacts associated with this subdivision are due to one stream crossing and one wetland crossing associated with
the off -site sewer line that is being installed to connect the new development to existing sewer. The proposed impacts and construction plan details are included in Attachment D. The
proposed impacts are described in detail below.
Stream Impacts (S1 & S2)
The stream sewer line crossing 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 sewer line in the dry, temporary stream crossings, sewer line installation, and bank stabilization. Proposed temporary stream impacts
total 20 linear feet. Permanent stream impacts associated with stream crossings total 10 linear feet, but will not result in any loss of waters.
Wetland Impact (W1)
Proposed permanent impacts to jurisdictional wetlands total approximately 0.04 acres. 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.
All disturbed areas will be returned to original grade and seeded with a native seed mix within 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.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Yes
Comments:
No 0 Unknown
A Preliminary Jurisdictional Determination request is attached to this PCN
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: CWS, Inc.
Other:
6. Future Project Plans
6a. Is this a phased project? *
Yes 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
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
2. Wetland Impacts
Streams -tributaries
Pond Construction
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
W1
Sewer Crossing
P
Bottomland Hardwood Forest
Wetland AA
Yes
Corps
0.040
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.040
2i. Comments:
2g. Total Permanent Wetland Impact
0.040
Permanent wetland impacts are the result of converting forested wetland to herbaceous for the utility line easement.
3. Stream Impacts

3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Construction disturbance
Temporary
Other
Stream A
Perennial
Corps
4
Average (feet)
20
(linear feet)
S2
Rip rap
Permanent
Bank Stabilization
Stream A
Perennial
Corps
4
Average (feet)
10
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
10
3i. Total stream and ditch impacts:
30
3i. Total temporary stream impacts:
20
3j. Comments:
Temporary stream impacts are the result of open cut sewer crossing and dewatering devices. Permanent impacts are the result of bank stabilization.
E. Impact Justification and Mitigation
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 Autumn Brook project has been designed
to avoid impacts to jurisdictional waters wherever possible and minimize the extent of necessary impacts to jurisdictional waters.
There is no existing sewer on the property, so a new sewer line must be installed to connect the townhomes to existing sewer. The property is separated
from the Blacksnake Sewer Pump Station by Perennial Stream A, therefore crossing the Stream A is required to tie into existing infrastructure. The open
cut sewer crossing has been designed to cross at one of the narrower sections of the stream to reduce impacts, and will cross at a perpendicular angle
to the stream.
The construction corridor has been limited to 20 If.
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. Proper sediment and erosion control measures
will be used to minimize disturbances to downstream waters. All channel work will be constructed in the dry in accordance with Water Quality
Certification No. 4256
Timber mats will be utilized within wetland areas 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 below the ordinary high water mark.
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?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Impacts are below notification thresholds.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
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?
Yes No
If no, explain why:
This project is not adjacent to riparian buffers.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program?
Yes No
N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
Local Government State

Local Government Stormwater Programs
Phase II NSW USMP Water Supply
Please identify which local government stormwater program you are using.
Gaston County
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality? *
Yes No
3b. If you answered "no," provide a short narrative description.
There is no anticipated additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project? *
Yes No N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
A new sewer line is being constructed in the western portion of the site to connect the subdivision to existing sewer.
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?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
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 Gaston County. In addition, CWS performed a data review using the North Carolina Natural Heritage
Program (NCNHP) Data Explorer 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 habitat
assessment are included in the Protected Species Habitat Assessment report (Attachment E).
6. Essential Fish Habitat (Corps Requirement)

6a. Will this project occur in or near an area designated as an Essential Fish Habitat? *
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
https://www.fish eries. noaa/gov/resource/map/esses ntia I-fish-habitat-m a 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? *
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? *
A letter was forwarded to the North Carolina State Historic Preservation Office (SHPO) on February 20, 2023 to determine the presence of any areas of
architectural, historic, or archaeological significance that would be affected by this project. CWS also consulted the SHPO online GIS service. The
search indicated there are no known historical structures, buildings, sites, or districts existing within the project limits (Attachment F). At the time of this
submission, a response letter has not yet been received.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? *
Yes No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Firm No. 3710357900J
Miscellaneous O
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
2022-0147_AutumnBrook_NWP_2.21.23.pdf 121.22MB
File must be PDF or KMZ
Comments
Signature U
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Megan Bollero
Signature
Date
2/21/2023

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
To: Ms. Krystynka Stygar Date: February 8, 2023
U.S. Army Corps of Engineers, Charlotte Regulatory Office
8430 University Executive Park Drive
Charlotte, NC 28262
Mr. Andrew Pitner
NCDWR, 401 & Buffer Permitting Unit
512 N. Salisbury St., 9th Floor
Raleigh, NC 27604
Subject: Pre -Construction Notification Pursuant to Nationwide Permit No. 29
Autumn BrookGaston County, North Carolina
CWS Project No. 2022-0147
Dear Ms. Stygar and Mr. Pitner,
The Autumn Brook project is approximately 57 acres in extent and is located east-southeast of the
North Main Street and Mariposa Road intersection in Gaston County, North Carolina (Figure 1,
Attachment A). Profile Homes 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 Profile Homes, CWS is submitting a Pre -Construction Notification (PCN) pursuant to
Nationwide Permit No. 29 to the U.S. Army Corps of Engineers and a Records Only
(Non -Notifying) Water Quality Certification No. 4256 for the North Carolina Division of
Environmental Quality (NCDEQ) for proposed impacts to jurisdictional waters of the U.S.
associated with the development of townhomes and their associated sewer line.
This PCN includes a Preliminary Jurisdictional Determination request.

Autumn Brook February 8, 2023
Pre -Construction Notification Pursuant to Nationwide Permit No. 29 CWS Project No. 2022-0147
ATTACHMENTS INCLUDED:
DESCRIPTION
Attachment A - Figures 1-8
Attachment B - Agent Authorization Form
Attachment C - Preliminary Jurisdictional Determination Request
Attachment D - Impact Figures
Attachment E - Photopage
Attachment F - Protected Species Habitat Assessment
Attachment G - SHPO Map
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

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Soil Unit Name and Description Hydric 2' e 2 a
CeB2 Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded No
Ctl Ge177
CeD2 Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded No �; Legend
CfB Cecil -Urban land complex, 2 to 8 percent slopes No \ 4 C,,
PaE Pacolet sandy loam, 15 to 25 percent slopes No
"" Project Limits (57 ac.)
WoA Worsham loam, 0 to 2 percent slopes Yes � CIO?
�. C f 8
CeB2
Al is Y - _
REFERENCE: USDA-NRCS PUBLISHED SOIL SURVEY OF GASTON COUNTY, NC, SHEETS 1 AND 4, DATED 1989 / 2,000 ,OOO O 2,000 Feet
Tat. J ��. '•wa �. i
SCALE: DATE: USDA-NRCS Published Soil Survey FIGURE NO.
1 inch = 2,000 feet 12/21/2022 Y
CWS PROJECT NO: DRAWN BY: of Gaston County
2022-0147 ALH Autumn Brook Pump Station and Force Main
COORDINATES: CHECKED BY: C A R O L 1 NA Gaston County 5
35.371154,-80.092056 AVH WETLAND SERVICES Stanley, North Carolina
G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147Autumn Brook\JD\ArcGIS\Figure5_Historic.mxd

z
p ABERNATHY WALY—q—'9 FRNgTNyOR
}
W Q
U 0
Y
U) U
W
WOODHAVEN DR -J
Q
2
U
\NOODSONG LN
BROOKWOOD DR I
U1
g
WATTS RD Z
ROLLINS NME
ST
co U) ROLLINS ST
_ = Z
of a z
z NAKE c
0 0f S
;- .7 HOVIS RD BLACK
GLENN ST m
fAYLORDR WILLOW ST
z
z E POPLAR
W POPLAR ST � 1 Z 03
O S m rn-
RHYNE ST Z EPARKWO c
W PAROOD sT Z o
I= a VA ST
GI-IURO-
LL��
v PNO
ID� N 81 2N
W 0*3
W COLLEGE ST /
N
REFERENCE: NATIONAL WETLAND INVENTORY DATA PROIVDED BY UNITED STATES FISH AND
WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2021.
BACKGROUND LAYER(S) PROVIDED BY GASTON COUNTY GIS DEPARTMENT, DATED 2021.
co
Legend
Q Project Limits (57 ac.)
Roads
National Wetland Inventory
Freshwater Emergent Wetland
- Freshwater Forested/Shrub Wetland
Freshwater Pond
- Riverine
1,000 500 0 1,000 Feet
SCALE: DATE: FIGURE NO.
1 inch = 1,000 feet 12/21/2022 National Wetland Inventory
CWS PROJECT NO: DRAWN BY:
2022-0147 ALH Autumn Brook Pump Station and Force Main
COORDINATES: CHECKED BY: C A R❑ L I N A Gaston County 6
35.371154,-80.092056 AVH WETLAND SERVICES Stanley, North Carolina
G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147Autumn Brook\JDVArcGIS\Figure6_NWl.mxd

r
S1=
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI, ACCESSED 2021.
BACKGROUND GIS LAYER(S) PROVIDED BY GASTON COUNTY GIS DEPARTMENT,
DATED 2021. FEMA NATIONAL FLOOD HAZARD LAYER PROVIDED BY FEMA, DATED 2007.
f 6 N
Legend
Q Project Limits (57 ac.)
Roads
Flood Hazard Zones
Zone Type
1 % Annual Chance Flood Hazard
1,r Regulatory Floodway
Special Floodway
Area of Undetermined Flood Hazard
0.2% Annual Chance Flood Hazard
Future Conditions 1 % Annual Chance Flood Hazard
Area with Reduced Risk Due to Levee
Area with Risk Due to Levee
0
T 500 250 0 500 Feet
SCALE: DATE: FIGURE NO.
1 inch = 500 feet 12/21/2022 FEMA National Flood Hazard Map
CWS PROJECT NO: DRAWN BY:
2022-0147 ALH Autumn Brook Pump Station and Force Main
COORDINATES: CHECKED BY: GAR O L I NA Gaston County 7
35.371154,-80.092056 1 AVH WETLAND SERVICES Stanley, North Carolina
G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147Autumn Brook\JD\ArcGIS\Figure7_FEMA.mxd

Forested Wetland FF
0.01 acre
Forested Wetland DID r
0.06 acre I
1 SCP1
Y))((�
J
a
1 inch = 100 feet
i
Perennial Stream A
2,414 If
Forested Wetland AA
0.10 acre
1 inch = 100
_ Forested Wetland BB /
0.03 acre
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY GASTON
COUNTY GIS DEPARTMENT, DATED 2022.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED
IN THE FIELD), CLASSIFIED, AND MAPPED USING ASUB-FOOT CAPABLE GPS
UNIT BY CWS, INC., ON JANUARY 10, 2023. JURISDICTIONAL FEATURES HAVE
NOT BEEN VERIFIED BY THE USACE.
SCALE: DATE:
1 inch = 450 feet 1/12/2023
CWS PROJECT NO: DRAWN BY:
2022-0147 ALH
COORDINATES: CHECKED BY:
35.371154,-80.092056 AVH
Q�
•
• DP1
1 inch = 100 feet
Forested Wetland EE
0.03 acre
1g0
Legend
1
F-1 Project Limits (57 ac.)
Rp_
Perennial Stream
Forested Wetland
0.01 acre
CC
Forested Wetand
©
-i
Roads
Tax Parcels
31
*DP Data Point
ASCP Stream Classification Point
Indicates Flow
N Photo Location and Direction
1 inch = 100 feet
225 0 450 Feet
450
FIGURE NO.
Jurisdictional Boundaries
Autumn Brook Pump Station and Force Main
C A R O L I N A Gaston county
WETLAND SERVICES Stanley, North Carolina 8
G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147Autumn Brook\JD\ArcGIS\Figure8_JD.mxd

U.S. Army Corps of Engineers — Wilmington District - Regulatory Division
AGENT AUTHORIZATION
I. PROJECTISITE INFORMATION
Site Name: Autumn Brook Pump Station and Force Main
Property Identification Number(s): 219470 (Partial], 305540, and 305541(Partial)
I, the undersigned, Bob Moss 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.
Z04
Signature
7--&,Z
Date
Principal Purpose: The information that you provide will be used in evaluating your request to determine whether (here are any aquatic resources within the project area
subject to federal jurisdiction under the regulatory authorities referenced above.
Routine lases, 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 USAC E websde,
Disclosure: submission or 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

Preliminary ORM Data Entry Fields for New Actions
SAW — 201 - BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Autumn Brook Pump Station and Force Main
2. Work Type: Private 7 Institutional ❑ Government ❑ Commercial ❑
3. Project Description / Purpose [PCN Form 133d and 133e]:
Preliminary jurisdictional determination request
4. Property Owner / Applicant [PCN Form A3 or A4]: Profile Homes; POC: Bob Moss
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: CWS. POC: Megan Bollero
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
East-southeast of the North Main Street and Mariposa Road intersection in Stanley, North Carolina.
35.3711540,-80.0920560
8. Project Location - Tax Parcel ID [PCN Form 61a]: 219470 (Partial) and 305540
9. Project Location — County [PCN Form A2b]: Gaston
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Stanley
11. Project Information — Nearest Waterbody [PCN Form 132a]: UT to Stanley Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: Upper Catawba (03050101)
Authorization: Section 10 ❑ Section 404
Regulatory Action Type:
❑Standard Permit
Nationwide Permit #
❑ Regional General Permit #
❑✓ Jurisdictional Determination Request
❑� Section 10 & 404 ❑
R
Pre-Application Request
Unauthorized Activity
0 Compliance
❑ No Permit Required
CZa 9-TOWks] N7il0iy�

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
To: Krystynka Stygar Date: January 17, 2022
U.S. Army Corps of Engineers, Charlotte Regulatory Office
8430 University Executive Park Drive
Charlotte, NC 28262
Subject: Preliminary Jurisdictional Determination Request
Autumn Brook Pump Station and Force Main (57 ac.)
Stanley, North Carolina
CWS Project No. 2022-0147
LETTER OF TRANSMITTAL
WE ARE SENDING YOU: ✓ Preliminary JD Package ❑ Approved JD Package ❑ Other
ON BEHALF OF: Profile Homes, POC: Bob Moss
ATTACHMENTS INCLUDED:
NO.
DESCRIPTION
1
Preliminary Jurisdictional Determination Request Form
2
Parcel Owners
3
Figure 1. icinity Ma
4
Figure 2. USGS Ma
5
Ficlure 3. Aerial Imagery
6
Figure 4. USDA-NRCS Web Soil Survey of Gaston Count
7
Figure 5. USDA-NRCS Published Soil Survey of Gaston Count
8
Figure 6. National Wetland Inventory
9
Figure 7: FEMA National Flood Hazard Ma
10
Figure 8. Jurisdictional Boundaries
11
USACE Wetland Determination Data Forms DP1 and DP2
12
NCDEQ Stream Classification Form SCP1
13
Photo a e (Photographs 1-8
THESE ARE TRANSMITTED as checked below:
✓ For verification and signature ❑ Revisions per field visit ❑ As requested ❑ As submitted
REMARKS: Ms. Stygar, we are submitting a preliminary JD for your verification and signature.
Please do not hesitate to contact Megan Bollero at 757-576-6433 or [e-mail] should
you have any questions or comments regarding this report.
Sincerely,
r 14r
'.
�
Megan Bollero, WPIT
Project Scientist
Aliisa Harjuniemi, PWS
Senior Project Manager

U.S. Army Corps of Engineers — Wilmington District - Regulatory Division
REQUEST FOR JURISDICTIONAL DETERMINATION (JD)
(For Jurisdictional Status and Identifying Wetlands and Other Aquatic Resources)
A. Site Details/Location:
Site Name/Number: Autumn Brook Pump Station and Force Main
County: Gaston Acreage: 57 Latitude*: 35.3711540
Parcel ID Number (PIN) #(s): 219470 (Partial) and 305540
Request Date: 01/17/2023
-Longitude*:-80.0920560
Property Address: Mariposa Road City: Stanley State: NC Zip Code: 28164
File number(s) of previous determinations associated with the site:
*Coordinates must be provided in decimal degrees ONLY.
B. Property Owner Information (if there are multiple property owners, complete an additional owner sheet)
First Name: Last Name:
Company Name (if applicable): Profile Homes -Autumn Brook LLC
Address: 535 Plainfield Road, STE B City: Willowbrook State: IL Zip Code: 60527
Daytime Phone: POC: 980-505-8449 Email: POC:[e-mail]
C. Requestor of Jurisdictional Determination/Delineation Same as Property Owner
First Name: Bob Last Name: Moss
Company Name (if applicable): Profile Homes
Address: 601-B Eagleton Downs Dr City: Pineville State: NC Zip Code: 28134
Phone: [phone] Email: [e-mail]
D. Agent Acting on Behalf of the Requestor (must include an agent authorization signed by requestor):
First Name: Megan Last Name: Bollero
Company Name (if applicable): Carolina Wetland Services, Inc.
Address: 550 E Westinghouse Blvd City: Charlotte State: NC Zip Code: 28273
Phone: [phone] Email: [e-mail]
I intend to construct/develop a project or perform activities on this parcel which may require authorization from the
Corps, and the JD would be used to avoid and minimize impacts to jurisdictional aquatic resources and as an initial
step in a future permitting process.
=Approved' Jurisdictional Determination (AJD)
=Preliminary2 Jurisdictional Determination (PJD)
= I am uncertain and request and require additional information to inform my decision
Approved —An AJD is defined in Corps regulations at 33 CFR 331.2. As explained in further detail in RGL 16-01, an AJD is used to indicate that this
office has identified the presence or absence of wetlands and/or other aquatic resources on a site, including their accurate location(s) and boundaries,
as well as their jurisdictional status. AJDs are valid for 5 years.
-2Preliminary — A PJD is defined in Corps regulations at 33 CFR 331.2. As explained in further detail in RGL 16-01, a PJD is used to indicate that this
office has identified the approximate location(s) and boundaries of wetlands and/or other aquatic resources on a site that are presumed to be subject
to regulatory jurisdiction of the Corps of Engineers. Unlike an AJD, a PJD does not represent a definitive, official determination that there are, or that
there are not, jurisdictional aquatic resources on a site, and does not have an expiration date.
March 23, 2020

IV. SUPPORTING INFORMATION (agents/environmental consultants only) — please list the number and date of all
figures/maps/datasheets included in the delineation report— all sources must be properly cited on the figure/reap.
Delineation Map Figure S. Jurisdictional Boundaries, dated 2022 FEMAIFIRM Maps Figure 7. FEMA National Flood Hazard Map, dated 2007
USGS Topo Figure 2. USGS Topographic Map, dated 2020 USGS NH❑
NRCS Soils Survey Figures nand 6, dated 2021 and 1989 USGS HUC
USFWS NW I Figure 6. National Wetland Inventory, dated 2021 Navigable waters Study
Aerial Imagery Figure 3. Aerial Imagery, dated 2021
Wetland ❑atasheat data point labels) USAGE Wettand Determination Data Forms (DP1 and DP2)
Photo Log Photographs 1.8, dated January 10, 2023
Other Sources: NCDEf3 Stream classification Form (SCP1)
V. AGENTIREQUESTOR CERTIFICATION (agent or requestor listed in Section 1(C) or (D) of this request)
By signing below, I certify that the information in this document and any attached documents is true and correct to the
best of my knowledge.
P4,,- a&w Megan Bollero
Signature
Printed Name and Date
VI. LEGAL RIGHT OF ENTRY (owner listed in Section l(B) of this request - if there are multiple property owners, complete
an additional owner sheet)
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corpsy to enter
upon the property herein described for the purpose of conducting on -site investigations, if necessary, and issuing a
jurisdictional determination pursuant to Section 404 of the Clean Water Act andfor Section 10 of the Rivers and Harbors
Act of 1899. I, the undersigned, am a duly authorized owner of record or easement holder of the properly identified
herein or have other legal or statutory authority to allow right -of entry onto this property.
Signature
ASHEVILLE REGULATORY FIELD
OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
CHARLOTTE REGULATORY FIELD
OFFICE
Please use the Asheville Field
Office phone contacts for the
Charlotte Regulatory Field
Office until further notice
Profile Homes -Autumn Brook
Printed Name and date
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
WILMINGTON REGULATORY FIELD
OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
General Number: [phone]
WASHINGTON REGULATORY FIELD
OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, NC 27869
General Number, [phone]
Add Aquatic Resource Tab#e Add Additional Owner Sheet Add Agent Authorization Sheet Validate and Submit
Prindral 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 refe re road 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 fede ral jurisdiction is to be determined will be included in the approved
jurisdictional determInatlon (AJD), which will be made available to the public on the District's wobsite and on the Headquarters USAGE 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.
March 23, 2020

U.S, Army Corps of Engineers — Wilmington District - Regulatory Division
AGENT AUTHORIZATION
I. PROJECT/SITE INFORMATION
Site Name: Autumn Brook Pump Station and Force Main
Property Identification Number(s): 219470 [Partial/, 305540
I, the undersigned, Bob Moss 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
Z—&—Z3
Date
Principal Purpose: The information that you provide will be used in evaluating your request to determine whetherthere 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 mane
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 USAGE website.
Disctosure: 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

TABLE OF AQUATIC RESOURCES WITHIN REVIEW AREA
Waters
Name
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Quantity
of
resources
in review
area
(number)
Measurement
Type
Cowardin
Code
Geographic
authority (i.e.,
404 and/or 10)
U.S. State
Rapanos
Waters Type
(For AJDs
only)
Wetland AA
35.36954
-81.095956
0.10
acre
PFO
404
NC
Wetland BB
35.369994
-81.093499
0.03
acre
PFO
404
NC
Wetland CC
35.370402
-81.092004
0.01
acre
PFO
404
NC
Wetland DID
35.370528
-81.090727
0.06
acre
PFO
404
NC
Wetland EE
35.370383
-81.090415
0.03
acre
PFO
404
NC
Wetland FF
35.370749
-81.090135
0.01
acre
PFO
404
NC
Stream A
35.370091
-81.091193
2,414
feet
R5
404
NC
P+tftet"-a} Purnose: 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 ofrequested information is voluntary, however, if information is not provided, the request for ajurisdictional determination cannot be evaluated nor can a
jurisdictional determination be issued.
January 2020

U.S. Army Corps of Engineers - Wilmington District - Regulatory Division
ADDITIONAL PROPERTY OWNER INFORMATION AND RIGHT OF ENTRY
First Name: Town of Last Name: Staniey
Company Name:
Address: PO Box 279 City: Stanley State: NC Zip Code: 28164
Phone: POC: 980-505-8449 Email: POC: bmosspirnyprofilehome.com
Property PIN #(s) 219470 (Partial)
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to
enter upon the property herein described for the purpose of conducting on -site investigations, if necessary, and
issuing a jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. j, the undersigned, am a duly authorized owner of record of the property identified
herein.
,4 1
Signature
Date
2 - !t/ — 2 3
Prince ON Pu ose: The information that you provide will be used in evaluating your request to determine whetter there are any aquatic resources within the project area
subject to faderaIJurisdiction under the regulatory authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local govemment 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 Distdcl's website and on the Headquarters USAC E website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the request for a jurisdictionsI determination cannot be evaluated nor
can a jurisdictional determination be issued.
January 2020

1/12/23, 11:32AM
Print Map and Report
HARPER
PARS(
4LrL
SNA RD
AG
Tax Information
Parcel Information
DEED BOOK: 4535 PAGE: 1120
CITY LIMITS: STANLEY
DEED RECORDING DATE: 10/20/2010
ETJ: NOT IN ETJ
SALES AMOUNT. $100,000
POLICE DISTRICT. STANLEY
PLAT BOOK: PAGE:
FIRE DISTRICT. STANLEY
�
STRUCTURE TYPE: GYMNASIUM
FLOOD:
YEAR BUILT. 2016
LOCAL WATERSHED: DUTCHMAN'S CREEK
SQUARE FOOTAGE: 8800
CENSUS TRACT. 302.03
VACANT: IMPROVED
Primary Property Address
BASEMENT. NO
301 BLACKSNAKE RD STANLEY, NC 28164
BED: BATH: HALF -BATH:
Tax Information
MULTI -STRUCTURES: YES
ACREAGE: 17.45
PARCEL #: 219470
TAX DISTRICT. STANLEY CITY
PIN #:3579554797
VOLUNTARYAG DISTRICT. NO
CURRENT OWNERS: STANLEY TOWN OF
PROPERTY USE: EXEMPT
MAILING ADDRESS: PO BOX 279, STANLEY,
NC 28164-0279
Tax Values
NBHD #: ST008
MARKET LAND VALUE: $442,250
NBHD NAME: N MAIN/HWY 27
MARKET IMPR. VALUE: $614,160
TOWNSHIP: RIVER BEND TOWNSHIP
MARKET VALUE: $1,056,410
LEGAL DESC:. 08 002 117 00 000
FARM DISCOUNT. NO
EXEMPTION: YES
TAXABLE VALUE: PENDING
Disclaimer: The information provided is not to be considered as a legal document or description. The map & parcel data is believed to be accurate, but
Gaston County does not guarantee its accuracy. Values shown are as of January 1, 2019. - Document created for printing on 1/12/2023
https://gis.gastongov.com/Reports/PrintMapAndReport.aspx 1 /1

1/12/23, 11:28AM
Parcel Details for 305540
O Property Information
Control Data with Tax Year Dropdown
Mapped Acres
55.6000
Tax Year 2022 —
Assessed Value
409,050
Parcel Number 305540
Tax Rate
1.4600
Class 3000 - Industrial Land
Total Tax
$3,833.62
Tax Code 260, 280 - STANLEY CITY, ALEXIS FD
Neighborhood ST008 - N Main/Hwy 27
Physical Address MARIPOSA RD STANLEY NC 28164
O Property Sketches & Photos
Mobile Video File
O Billing Details
Total
Tax Billed
$3,833.62
SA Billed
$0.00
Interest Billed
$0.00
Fees Billed
$0.00
Total Billed
$3,833.62
Amount Paid
$3,833.62
Total Unpaid
$0.00
Date Paid
12/6/2022
Paid By
PROFILE HOMES -SUMMIT RIDGE LLC/CK/M
https://gastonnc.devnetwedge.com/parcel/view/305540/2023?card=true 1 /3

1/12/23, 11:28AM
Parcel Details for 305540
Tax Due Amounts
If paid in...
Amount due is...
January 2023
$0.00
February 2023
$0.00
March 2023
$0.00
April 2023
$0.00
May 2023
$0.00
June 2023
$0.00
July 2023
$0.00
August 2023
$0.00
September 2023
$0.00
October 2023
$0.00
November 2023
$0.00
December 2023
$0.00
Pay Taxes
Tax Due amounts are for all unpaid years.
See Payment History section for year -by -year details.
O Payment History
Tax Year Total Due
Total Paid
Amount Unpaid
Date Paid
2022 $3,833.62
$3,833.62
$0.00
12/6/2022
O Legal Desciptions
Legal Description
Subdivision Name Block
Lot Plat Book
Plat Page
14 032 013 00 000
No Exclusions
O Related Names
OWNER WRE-EARTH FARMS LLC,
Mailing Address 46 LIZOTTE DR STE 1000
MARLBORO, MA 01752
O Transfer History
Book & Page Sale Type Sale Date
Sold By
Sold To
Price
5346 0201 Warranty Deed 6/22/2022
DEVELOPMENT SOLUTIONS GROUP LLC
PROFILE HOMES -AUTUMN BROOK LLC
$2,550,000
5336 1007 Special Warranty Deed 5/13/2022
WRE-EARTH FARMS LLC
DEVELOPMENT SOLUTIONS GROUP LLC
$1,100,000
5336 1013 NON Warranty Deed 5/13/2022
DEVELOPMENT SOLUTIONS GROUP LLC
DEVELOPMENT SOLUTIONS GROUP LLC
$0
4846 1040 Special Warranty Deed 5/24/2016
CFGC PROPERTIES LLC
WRE-EARTH FARMS LLC
$0
O Genealogy
Relationship
Parcel Number
Action
Year
Parent Parcel
224747
Combination
2022
Parent Parcel
224745
Combination
2022
https://gastonnc.devnetwedge.com/parcel/view/305540/2023?card=true 2/3

1/12/23, 11:28AM
Parcel Details for 305540
O Land Valuation Information
Property Class Valued Acres Appraised Value
INDUSTRIAL UNDEVELOPED 55.6000 409,050
No Structure Information
O Market Value Information
Year Market Land Market Building Market Total
2022 409,050 0 409,050
Contact Information
128 W Main Ave.
PO Box 1578
Gastonia, NC 28053-1578
https://gastonnc.devnetwedge.com/parcel/view/305540/2023?card=true 3/3

nenTUCKy w Virginia v
Tennessee
North -Carolina
South Carolina
Georgia
«Jh Shoals ttd
J,
AS7.
O9
v
- Oy
as
•r�
y
n
7
0
Stanley
— SLanloy RBI
��rr :Luria �r�
ay
as
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Legend
L I Project Limits (57 ac.)
3
5,000 2,500 0 5,000 Feet
REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2020.
SCALE: DATE: FIGURE NO.
1 inch = 5,000 feet 12/21/2022 Vicinity Map
CWS PROJECT NO: DRAWN BY:
2022-0147 ALH Autumn Brook Pump Station and Force Main
COORDINATES: CHECKED BY: CAR ❑ L I N A Gaston County
35.371154,-80.092056 AVH 'AETLAND SERVICES Stanley, North Carolina
G:\Shared drives\Consulting Team Dwe\2022\2022 Consulting Projects\2022-0147Autumn Brook\JD\ArcGIS\Figurel_Vicinity.mxd

xA�
-------- : Legend
Project Limits (57 ac.)
2,000 1,000 0 2,000 Feet
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): MOUNT HOLLY, NC (2020).
SCALE: DATE: FIGURE NO.
1 inch = 2,000 feet 12/21/2022 USGS Topographic Map
CWS PROJECT NO: DRAWN BY:
2022-0147 ALH Autumn Brook Pump Station and Force Main
COORDINATES: CHECKED BY: CAR ❑ L I N A Gaston County 2
35.371154,-80.092056 AVH WETLAND SERVICES Stanley, North Carolina
G:\Shared drives\Consulting Team Dwe\2022\2022 Consulting Projects\2022-0147Autumn Brook\JD\ArcGIS\Figure2_USGS.mxd

G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147 Autumn Brook\JD\ArcGIS\Figure3_Aerial. mxd

G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147 Autumn Brook\JD\ArcGIS\Figure4_Current.mxd

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North Main Street
TOP North
a T� Cef12. --� I�l -- • -
T-&0 (;iB ti Wkr
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C�t� zz APB
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fir- ..rani•. i r•"'1� �• cea2 's.
HIRE. �j Cr62 � � J Ce62 r CeU? � PaC��•.
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Soil Unit Name and Description
I Hydric
CeB2
Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded
No
CeD2
Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded
No
CfB
Cecil -Urban land complex, 2 to 8 percent slopes
No
PaE
Pacolet sandy loam, 15 to 25 percent slopes
No
WoA
Worsham loam, 0 to 2 percent slopes
Yes
002l u -
y
' Legend r
c o7 Project Limits (57 ac.)
REFERENCE: USDA-NRCS PUBLISHED SOIL SURVEY OF GASTON COUNTY, NC, SHEETS 1 AND 4,"1DhA^TED 1989. T 2' 000 1,000 0 2,000 Feet
7iE RD2
SCALE: DATE: USDA-NRCS Published Soil Survey FIGURE NO.
1 inch = 2,000 feet 12/21/2022 Y
CWS PROJECT NO: DRAWN BY: of Gaston County
2022-0147 ALH Autumn Brook Pump Station and Force Main
COORDINATES: CHECKED BY: CA R O L I N A Gaston County 5
35.371154,-80.092056 AVH WETLAND SERVICES Stanley, North Carolina
G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147 Autumn Brook\JD\ArcGIS\Figure5_Historic.mxd

U)
a
z ABERNATHY WAY �BFR/V
} gryyoR
a
0
Y
W U
WOODHAVEN DR -'
a
2
U
\NOODSONG LN
BRA OOKWO OD DR
WATTS R
ROLLINS ST NAME ( —
co Z: U) ROLLINS ST
i Zvzn -I-�
0 a B1ACKSN�KE 5
D
O
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W
GL- ST m
z
'fAY�ORDR WILT -OW ST �
E pOp�gR"ST m
W POPLPR ST z
O s m m
RHYNE ST Z EpARKWO c
W PAROOD ST Z 0
o
CHURCH ST
vP G NO
O� H S1
S��s�� W CHURG
W COLLEGE ST /
N
REFERENCE: NATIONAL WETLAND INVENTORY DATA PROIVDED BY UNITED STATES FISH AND
WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2021.
BACKGROUND LAYER(S) PROVIDED BY GASTON COUNTY GIS DEPARTMENT, DATED 2021.
_LU
co
Z 'o
Legend
Q Project Limits (57 ac.)
Roads
National Wetland Inventory
® Freshwater Emergent Wetland
- Freshwater Forested/Shrub Wetland
Freshwater Pond
- Riverine
1,000 500 0 1,000 Feet ki
SCALE: DATE: FIGURE NO.
1 inch = 1,000 feet 12/21/2022 National Wetland Inventory
CWS PROJECT NO: DRAWN BY:
2022-0147 ALH Autumn Brook Pump Station and Force Main
COORDINATES: CHECKED BY: CA R O L I N A Gaston County 6
35.371154,-80.092056 AVH WETLAND SERVICES Stanley, North Carolina
G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147 Autumn Brook\JD\ArcGIS\Figure6_NWl.mxd

r
_
�R\POSPR�
M
'
PANEL
3T1 D30J
- -
ef#.91r28LZ00
z
y z
BLAC'S��KE
T
Legend
y
-
Q Project Limits (57 ac.)
ti Wi��oW sT E P Roads
Flood Hazard Zones
6 '"
EpoP�RST Zone Type
r. m
m
1 % Annual Chance Flood Hazard
o
Regulatory Floodway
z
2
Special Floodway
z 'N
�.
-
Area of Undetermined Flood Hazard
ST
0.2%Annual Chance Flood Hazard
* N EPARK`Woop
371fl35
o ��,�$ Future Conditions 1 % Annual Chance Flood
Hazard
-
Area with Reduced Risk Due to Levee
Area with Risk Due to Levee
0
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI, ACCESSED 2021.
BACKGROUND GIS LAYER(S) PROVIDED BY GASTON COUNTY GIS DEPARTMENT, CH ST 5OO 250 0
HUR
500 Feet
DATED 2021. FEMA NATIONAL FLOOD HAZARD LAYER PROVIDED BY FEMA, DATED 2007.
SCALE: 1 inch = 500 feet
12/21/2022 FEMA National Flood Hazard Map
CWS PROJECT NO: DRAWN BY:
2022-0147
ALH Autumn Brook Pump Station and Force Main
7
COORDINATES: CHECKED BY:
CA R O L I N A Gaston County
35.3711541-80.092056
AVH WETLAND SERVICES Stanley, North Carolina
G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147 Autumn Brook\JD\ArcGIS\Figure7_FEMA.mxd

Forested Wetland FF
0.01 acre
Forested Wetland DID
0.06 acre
1 SCP1
Y))((�
1 inch = 100 feet
01"
$N0
Perennial Stream A
2,414 If
Forested Wetland AA
0.10 acre
1 inch = 100
Forested Wetland BB
0.03 acre
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY GASTON
COUNTY GIS DEPARTMENT, DATED 2022.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED
IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB -FOOT CAPABLE GPS
UNIT BY CWS, INC., ON JANUARY 10, 2023. JURISDICTIONAL FEATURES HAVE
NOT BEEN VERIFIED BY THE USACE.
SCALE: DATE:
1 inch = 450 feet 1/12/2023
CWS PROJECT NO: DRAWN BY:
2022-0147 ALH
COORDINATES: CHECKED BY:
35.371154,-80.092056 AVH
190
e
1 inch = 100 feet
Forested Wetland EE
0.03 acre
"
Legend
Project Limits (57 ac.)
Perennial Stream
Forested Wetland CC
®Forested Wetand
0.01 acre
-�.
Roads
Tax Parcels
©
31
ODP Data Point
ASCP Stream Classification Point
Indicates Flow
N Photo Location and Direction
1 inch = 100 feet
450
225 0 450 Feet
FIGURE NO.
Jurisdictional Boundaries
Autumn Brook Pump Station and Force Main
CAR ❑ L I N A Gaston County
WETLAND SERVICES Stanley, North Carolina 8
G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147 Autumn Brook\JD\ArcGIS\Figure8_JD.mxd

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Autumn Brook City/County: Gaston Sampling Date: 1.10.22
Applicant/Owner: Profile Homes State: NC Sampling Point: DP1
Investigator(s): MLB/MJB Section, Township, Range: Stanley
Landform (hillside, terrace, etc.): depression Local relief (concave, convex, none): concave Slope (%): 0-2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.370539 Long:-81.090677 Datum: NAD-83
Soil Map Unit Name: Pacolet sandy loam, 15 to 25 percent slopes (PaE) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of jurisdictional forested Wetlands AA-FF.
According to the Antecedent Precipitation Tool, Gaston County had wetter than normal conditions during the site visit
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
X Drainage Patterns (1310)
—Saturation (A3) X
Oxidized Rhizospheres on Living Roots (C3)
—Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP1
Tree Stratum (Plot size: 30 )
1. Acer rubrum
2. Fagus grandifolia
3.
4.
5.
6.
7.
50% of total cover: 15
Sapling/Shrub Stratum (Plot size: 15 )
1. Fagus grandifolia
2. Kalmia latifolia
3. Fraxinus pennsylvanica
4.
5.
6.
7.
8.
9.
50% of total cover: 10
Herb Stratum (Plot size: 5 )
1. Carex lurida
2. Microstegium vimineum
3.
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover: 8
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Absolute
Dominant
Indicator
% Cover
Species?
Status
20
Yes
FAC
10
Yes
FACU
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL. FACW. or FAC
4 (A)
7 (B)
57.1 % (A/B)
30 =Total Cover
Total % Cover of:
Multiply by:
20% of total cover:
6
OBL species
x 1 =
FACW species
x 2 =
10 Yes
FACU
FAC species
x 3 =
5 Yes
FACU
FACU species
x 4 =
5 Yes
FACW
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index = B/A =
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
- Prevalence Index is !-3.01
20 =Total Cover
_3
4 - Morphological Adaptations' (Provide supporting
20% of total cover: 4
data in Remarks or on a separate sheet)
-Problematic Hydrophytic Vegetation' (Explain)
5 Yes OBL
Indicators of hydric soil and wetland hydrology must be
10 Yes FAC
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
15 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
20% of total cover: 3
height.
=Total Cover
50% of total cover: 20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
57.1 % of dominant vegetation is FAC or wetter.
Hydrophytic
Vegetation
Present? Yes X No
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Types
Loc2
Texture Remarks
0-3
10YR 4/2
100
Loamy/Clayey
3-12
10YR 5/2
98
10YR 5/8 2 c
pl
Loamy/Clayey Prominent redox concentrations
12-20
10YR 5/1
95
10YR 5/8 5 c
pl
Loamy/Clayey Prominent redox concentrations
Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al 2)
—Sandy Mucky Mineral(S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Indicators of hydric soil are present.
RM=Reduced Matrix, MS=Masked Sand Grains
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Autumn Brook City/County: Gaston Sampling Date: 1.10.22
Applicant/Owner: Profile Homes State: NC Sampling Point: DP2
Investigator(s): MLB/MJB Section, Township, Range: Stanley
Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): convex Slope (%): 0-2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.370602 Long:-81.090563 Datum: NAD-83
Soil Map Unit Name: Pacolet sandy loam, 15 to 25 percent slopes (PaE) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point is representative of non -jurisdictional areas.
According to the Antecedent Precipitation Tool, Gaston County had wetter than normal conditions during the site visit
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
—Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
—Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are not present.
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP2
Absolute Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1.
Acerrubrum
15 Yes
FAC
Number of Dominant Species
2.
Fagus grandifolia
20 Yes
FACU
That Are OBL, FACW, or FAC: 1 (A)
3.
Quercus alba
15 Yes
FACU
Total Number of Dominant
4.
Populus deltoides
5 No
FAC
Species Across All Strata: 5 (B)
5.
Diospyros virginiana
5 No
FAC
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 20.0% (A/B)
7.
Prevalence Index worksheet:
60 =Total Cover
Total % Cover of: Multiply by:
50% of total cover:
30 20% of total cover:
12
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
Fagus grandifolia
10 Yes
FACU
FAC species x 3 =
2.
Kalmia latifolia
10 Yes
FACU
FACU species x 4 =
3.
UPL species x 5 =
4.
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
3 - Prevalence Index is !-3.01
20 =Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
10 20% of total cover:
4
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1
Indicators of hydric soil and wetland hydrology must be
2.
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
20% of total cover:
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
20% of dominant vegetation is FAC or wetter.
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-20 2.5Y 6/6 100 Loamy/Clayey
Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al 2)
—Sandy Mucky Mineral(S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Indicators of hydric soil are not present.
RM=Reduced Matrix, MS=Masked Sand Grains
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

NC DWQ Stream Identification Form Version
4.11
Date: 1.10.2023
Project/Site: Autumn Brook Pump Station and Force Main
Latitude:
35.370135
Evaluator: MLB/MJB
County: Gaston
Longitude:
-81.091178
Total Points:
Stream is at least intermittent if>_ 19 or perennial if>_ 30*
32.5
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Other
Stream Name:
SCP1_Stream A
A. Geomorphology Subtotal
i9l
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
2. Sinuosity of channel along thalweg
0
1
2
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
7. Recent alluvial deposits
1 0
1 1
1
2
1 3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No =
0
Yes =
3
*artificial ditches are not rated, see discussions in manual
B. Hydrology Subtotal =
7_5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No =
0
Yes =
3
C. Biology Subtotal =
6
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW
= 0.75, OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

AM
MR
!ilk
to.
IL

VY
Al
�Y. irk. „� �. 4. .f� '•�.
7-4
yr,
Arw
K` y-'r�.=y,?' ".:7=' �r..� ^ F xh� mkt .�M�'� '•�l, =�ti .yam � ' � -
- -� x��e � --^• Vs..-, i& f`�:R �'�.. •' ..y�� _ "' •'. fin. -,�� 'h-``'v��'N `' .�
Y S
���.;�•�^-.+'•ate .. -.\:•-�µ�4-'-�S is �._., � -- T'l�_
- ��/" � . � 4 .. may• �,.� .
J • _ a. i�`"k�r .?1+% •. � � ti' ►�-: �+_, • . -.��- y Y gip"' ca
• .: _. �[: �r�-' LrG' _ M 1. ^:ems:.! Tom. .• Y ��-• t � � , - .' = �. • _ " � � '�:�' {, , -`' � `ice ��� , �. - --

.• y, ::r _
• �i Y � e,
151.
Jr
:"``_ •,c: ^ .. ! 1. -i�•.�.%�•r!'+..
R t � 1
Ak
or j
wi. '_Sa.7ix+'�.r :.�' fit: r • F' i
��Jr '+� �^�'..�;�::a��"���. °`��� :fir .� •,r :ti •
s YI 1. �p. •¢ �T i5': K�. ..en :''- - 7 �
4

Autumn Brook Pump Station and Force Main
Attachment B: Photopage
January 17, 2023
CWS Project No. 2022-0147
Photograph 7. View of perennial Stream A, facing downstream (SCP1).
Photograph 8. View of non -jurisdictional upland areas, facing west (DP2).
Photopage 4 of 4

Parcel Area Table
PARCEL #
AREA (Ac)
AREA (SF)
1
0.331
14,438
2
0.324
14,103
3
0.276
12,014
4
0.276
12,014
5
0.327
14,238
6
0.335
14,588
7
0.337
14,688
8
0.353
15,385
9
0.329
14,318
10
0.390
17,004
11
0.326
14,219
12
0.347
15,123
13
0.348
15,157
14
0.324
14,103
15
0.328
14,293
16
0.328
14,294
17
0.328
14,298
18
0.324
14,104
19
0.324
14,104
20
0.328
14, 291
21
0.330
14,380
22
0.328
14,294
23
0.308
13,431
24
0.335
14,600
25
0.286
12,441
26
0.276
12,01
27
0.324
14,104
28
0.328
14,293
29
0.342
14,903
30
0.339
14,758
31
0.330
14,363
/ !d
P�
\ p�
SHEET C3.1
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N/E
\ SARA J. MORRISON I I
QG.
C3.3 a C�1STANLEY, NC 28764D 9631
Oak
34S G \ DB 4949 PG 2078
A W / LOT #2
R/ M R OS 1 • ��� �QS, \ PIN 3519675679
ZONED: R-20
RESIDENTIAL USE
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Rs41/ E �o� 14 ow 'SN
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3
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/ 103 EASEMENT °w
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�d DB 4649 PG 1319 ?0? g ��o" EASEMENT 0
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!d PIN 3579561,310
ZONED M-1 � � `'o �Ow �O �6°A PROP. BUILDING &
�a VACANT 19 17 1,°`'', 005 LOT NUMBER (TYP)
I 3 \ $ o o" , w \
Impacts S 1 and S2 ao4 d " r o o 12 °� 18 PROP. UNIT D I
-Sheet CO3 3 m " �� a � A W "" ' OP. PRIVATE ,�03 NUMBER (TYP) � I •
3 3p „ 21 \ \ 10 STORM DRAIN 1�oz �$°1°v (SEE PARCEL AREA \ o °�co
.00
I
SITE STATISTICS:
PARCEL #:
PROPERTY OWNER:
DEVELOPER:
0 EASEMENT ° TABLE THIS SHEET) G
301 " N ti oa 23 PROP. RETAINING WALL 1�0 "o, PROP. MAIL KIOSK ,
" WITH SAFETY RAIL 10° W/ 5 PARKING SPACES \
BLACKSNAKE SEWER PUMP STATION ° 4 4ps " " 25 — — — _ '°, Boy & 1 ADA SPACE
" 27 °
- -
T — M PROP. FORCE MAIN
10� �1 T (SEE "AUTUMN BROOK PUMP aoz H o �, p _/ N N N N ' a SHEET C3.2
" o
�O1 �1 STATION AND FORCEMAIN 40
�Ol 3� DR INGS") '
22 " "" N L'�SiH%4WN-LA / ' I N F _301 N y L� — / J w'° + MACK M CLONINGER
' K
30' STREAM BUFFER JUD Y H CLONINGER
J.
\ `s% ST EX STR T P)�01 `�j ` ,kM.FM �.. " ryo w�°1236 MARIPOSA RD. STANLEY, NC
F 24 a o 0 0 _7 w� 28154 945
�s ST ST 3�l s / FM N N N N o 0 0 °s , ��' ` DB 1192 PG 321
•` /^SaW '\ O
6 I DB 4806 PG 515
2�, M M 31 ` \ G P N3579778630
Im W1 - _ _ - _ 28
4 r . M _ — 30
S
pact ` �` . FM
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Sheet CO3 s ,. sT - F
;,.
: _ EX. C/L STREAM
PROP. DOG PARK
S. . ' .
S � W/ 5 PARKI:NG SPACES ` x
.:.• _ 30' STREAM BUFFER ■ _ .. & '( ADA SPACE
PARCEL AREA:
EXISTING ZONING:
REZONING PLAN APPROVED ON
MUNICIPALITY:
COUNTY:
WATERSHED:
FEMA MAP NUMBER:
FEMA MAP REVISED:
EXISTING LAND USE:
PROPOSED LAND USE:
TOTAL NUMBER OF SINGLE-FAMILY
ATTACHED UNITS:
TOTAL NUMBER OF BUILDINGS:
5-UNIT BLDGS:
4-UNIT BLDGS:
SETBACKS
FRONT:
REAR:
SIDE CORNER:
SIDE LOT LINE:
MIN. BUILDING SEPARATION:
MAX. BUILDING HEIGHT:
TOTAL LENGTH OF ROADS:
STONEY PATH
CHERRIE KATE COURT
TOMMY LANE
LASHAWN LANE
A ADDRESSED TOWN COMMENTS 10/13/22
REV.NO. DESCRIPTIONS DATE
REVISIONS
This electronic document is the
property of
McKim & Creed, Inc.
and is not to be used for any
purpose without the written consent
of the engineer whose seal appears
on the original certified document.
DO NOT REMOVE FROM
ELECTRONIC FILE
v�1VgIQM£�CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
N / © r� STANLEY, NC 28164-1627 u I
C DB 4510 PG 982
PIN 3579750876
ZONED R-20
RESIDENTIAL USE
AUTUMN BROOK SUBDIVISION
MARIPOSA ROAD
STANLEY, NC
SITE PLAN - OVERALL
0 100' 50' 0 100' 200'
1 "=100'
SCALE
C3.0
HORIZONTAL:
V=100'
DRAWING NUMBER
VERTICAL:
A
N/A
REVISION
STATUS: PRELIMINARY DRAWING
NOT FOR CONSTRUCTION

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© 2022 Microsoft Corporation ©. 022 TornTorn
VICINITY MAP
NOT TO SCALE
PROJECT NAME: AUTUMN BROOK PUMP STATION AND FORCE MAIN
OWNER/DEVELOPER:
601 EAGLETON DOWNS DRIVE
SUITE B
PINEVILLE, NC 28314
PROFILE
HOMES
v
4eMC1<IM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROJECT INFORMATION
.10
�S�ITEMAP
AUTUMN BROOK PUMP STATION
AND FORCE MAIN
PROJECT NO. 07967-001 1
JANUARY 27,2023
FINAL DESIGN - ISSUED FOR CONSTRUCTION
I
1
1
1 / 1
/
/
P��POSP�O /
i
i
BLACKSNAKE PUMP STATION
1
1
PROPOSED 4rr
SANITARY SEWER
FORCE MAIN
\
- ROAD
BLACKSNAKE
PROPOSED AUTUMN
BROOK PUMP STATION
Z-1000l \ \
i
Y /
i
SCALE: 1" = 200'
Sheet List Table
Sheet Number
Sheet Title
GENERAL
G01
COVER
G02
LEGEND AND GENERAL NOTES
CIVIL
C01
AUTUMN BROOK PUMP STATION SITE PLAN
CO2
STA. 0+00.00 - STA. 11+50.00
CO3
STA. 11+50.00 - STA. 21+82.97
C04
BLACKSNAKE PUMP STATION SITE PLAN
MECHANICAL
M01
AUTUMN BROOK PUMP STATION SECTIONS
M02
BLACKSNAKE PUMP STATION SECTIONS
DETAILS
D01
DETAILS 1
D02
DETAILS 2
D03
DETAILS 3
EC01
EROSION & SEDIMENT CONTROL DETAILS - 1
ECO2
EROSION & SEDIMENT CONTROL DETAILS - 2
EC03
EROSION & SEDIMENT CONTROL DETAILS - 3
EC04
EROSION & SEDIMENT CONTROL DETAILS - 4
ELECTRICAL
E00.0
GENERAL NOTES AND ABBREVIATIONS
E00.1
TYPICAL POWER AND CONTROL SYMBOLS
E01.0
AUTUMN BROOK PUMP STATION POWER AND CONTROL RISER DIAGRAM
E02.0
BLACKSNAKE PS POWER AND CONTROL RISER DIAGRAM - DEMOLITION
E02.1
BLACKSNAKE PUMP STATION POWER AND CONTROL RISER DIAGRAM
E03.0
AUTUMN BROOK PUMP STATION PANELBOARD SCHEDULES AND LOAD TABLE
E03.1
BLACK SNAKE PUMP STATION PANELBOARD SCHEDULES AND LOAD TABLE
E04.0
TYPICAL INSTALLATION DETAILS
E04.1
EQUIPMENT RACK INSTALLATION DETAILS
E10.0
AUTUMN BROOK PUMP STATION POWER AND GROUNDING SITE PLAN
E11.0
BLACKSNAKE PUMP STATION POWER AND GROUNDING SITE PLAN
LSHEETINDEX
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I:\07967\001 1 \ENG\80—DRAWINGS\GENERAL\G01—07967001 1 —COVER. DWG — — — — 02/03/2023 1 4:41 :48 ANDREW BRANCH

1 1 ABBREVIATIONS 11 2 1 EXISTING SYMBOL LEGEND 11 4 1 PROPOSED SYMBOL LEGEND 11 8 1 GENERAL NOTES
1SFD
1 STORY FRAMED DWELLING
1SBKBUS
1 STORY BRICK BUSINESS
A
AIR
AC
ASBESTOS CEMENT
AL OR ALUM
ALUMINUM
ASPH
ASPHALT
ARV
AIR RELEASE VALVE
BC
BACK OF CURB
BFV
BUTTERFLY VALVE
BK
BRICK
BID
BOLLARD
BOV
BLOW OFF VALVE
BV
BALL VALVE
CATV
CABLE TELEVISION
CB
CATCH BASIN
C&G
CURB AND GUTTER
CHN
CHAIN
CI
CURB INLET
C L, CE
CENTERLINE
CMP
CORRUGATED METAL PIPE
CMU
CONCRETE MASONRY UNIT
CO
CLEAN OUT
CON
CONCENTRIC
CONIC
CONCRETE
CPLG
COUPLING
CPP
CORRUGATED PLASTIC PIPE
CS
COMPOST SOCK
CSF
COMBO SILT TREE PROTECTION FENCE
CWTD
CLEAN WATER TEMPORARY DIVERSION
CV
CHECK VALVE
D
DRAIN
DI
DROP INLET DUCTILE IRON
DIP
DUCTILE IRON PIPE
D W
DRIVE WAY
DUCT
DUCT BANK
DWG
DRAWING
EL OR ELEV
ELEVATION
EOG
EDGE OF GRAVEL
E01
END OF INFORMATION
EP, EOP
EDGE OF PAVEMENT
EX
EXISTING
EXP
EXPANSION
LP
LIGHT POLE
LT
LIGHT
FICA
FLANGE COUPLING ADAPTER
FD
FLOOR DRAIN
FDC
FIRE DEPARTMENT CONNECTOR
FH
FIRE HYDRANT
FHA
FIRE HYDRANT ASSEMBLY
FLG
FLANGE
FLR
FLOOR
FM
FORCE MAIN
FRP
FIBERGLASS REINFORCED PIPE
FO
FIBER OPTIC
GL
GUTTER LINE
GM
GAS METER
GRAV
GRAVEL
GTS
GAS TEST STATION
GV
GAS VALVE
GW
GUY WIRE
HB
HOT BOX
HDPE
HIGH —DENSITY POLYETHYLENE
HP
HIGH POINT
HWL
HIGH WATER LEVEL
INV
INVERT ELEVATION
IPF
IRON POST FOUND
JB
JUNCTION BOX
JT
JOINT
LF
LINEAR FEET
LOD
LIMITS OF DISTURBANCE
LP
LIGHT POLE
LSA
LANDSCAPE AREA
LWL
LOW WATER LEVEL
MB
MAIL BOX
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
M TL
METAL
MJ
MECHANICAL JOINT
N.C.
NORMALLY CLOSED
N.O.
NORMALLY OPEN
NIC
NOT IN CONTRACT
NWL
NORMAL WATER LEVEL
OHE OE
OVER HEAD ELECTRIC
0 F
OVERFLOW
IOU
OVER HEAD UTILITIES
PE
PLAIN END
PIV
POST INDICATOR VALVE
POLY
POLYMER
PP
POWER POLE
PRV
PRESSURE REDUCING VALVE
PV
PLUG VALVE
PVC
POLY VINYL CHLORIDE
PW
POTABLE WATER
RCP
REINFORCED CONCRETE PIPE
REC
PER RECORD
RED
REDUCER
RFCA
RESTRAINED FLANGE COUPLING ADAPTER
RJ
RESTRAINED JOINT
RK
ROCK
R W, ROW
RIGHT OF WAY
S
SIGN
SDMH
STORM DRAIN MANHOLE
SF
SILT FENCE
SS
SANITARY SEWER
S.S.
STAINLESS STEEL
SSF
SUPER HIGH HAZARD SILT FENCE
SSMH
SANITARY SEWER MANHOLE
STA
STATION
SUE
SUBSURFACE UTILITY ENGINEERING
S W
SIDE WALK
SVC
SERVICE
TBM
TEMPORARY BENCH MARK
TIC
TERRA COTTA
TLP
TRAFFIC LIGHT POLE
TOB
TOP OF BANK
TOC
TOP OF CONCRETE
TH
TEST HOLE
TPF
TREE PROTECTION FENCE
TSBOX
TRAFFIC SIGNAL BOX
TYP
TYPICAL
UNO
UNLESS NOTED OTHERWISE
UNK
UNKNOWN
VAR
VARIABLE
VCP
VITRIFIED CLAY PIPE
WD
WOOD
WL
WATER LINE
WM
WATER METER
WV
WATER VALVE
WWF
WELDED WIRE FABRIC
XP
CROSS LIGHT POLE
YI
YARD INLET
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
A
FINAL DESIGN -FOR REVIEW- NOT FOR CONSTRUCTION
2022.11.29
REVISIONS
NOTES:
1. AUTUMN BROOK PUMP STATION AND FORCE MAIN IS LOCATED WITHIN THE LIMITS OF, AND WILL SERVE, THE PROPOSED AUTUMN BROOK SUBDIVISION ON MARIPOSA ROAD IN THE TOWN OF STANLEY, NC. REFER TO "AUTUMN BROOK SUBDIVISION" DRAWINGS FOR
EROSION CONTROL AND GRADING DESIGN.
2. ALL WORK UNDER THIS CONTRACT SHALL CONFORM TO THE PROJECT PLANS AND SPECIFICATIONS AND THE TOWN OF STANLEY'S STANDARDS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE TOWN AND ENGINEER. IF THERE IS A DISCREPANCY
BETWEEN THE PLAN AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE TOWN AND ENGINEER, AND THE MORE STRINGENT CRITERIA SHALL GOVERN. DISCREPANCIES OR CONFLICTS NOT BROUGHT TO THE TOWN'S AND ENGINEER'S ATTENTION PRIOR TO
DRAWINGS BEING ISSUED FOR CONSTRUCTION SHALL BE DEEMED TO HAVE BEEN PROPOSED IN THE MORE STRINGENT MANNER. THE HIGHER QUALITY OR GREATER QUANTITY OF WORK SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE
TOWN'S AND ENGINEER'S INTERPRETATION. CONTRACTOR SHALL HAVE A PRINTED COPY OF THE PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
3. THE CONTRACTOR SHALL COORDINATE ALL RELATED DISCIPLINE DRAWINGS TO ENSURE ACCURATE INSTALLATION OCCURS.
4. CONTRACTOR TO PROVIDE ACCESS TO TOWN STAFF AND ENGINEER TO ALL STRUCTURES AT ALL TIMES.
5. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND THESE GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN IF NOT REFERENCED AT SPECIFIC LOCATIONS
WHERE THEY OCCUR.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATION. CONTRACTOR IS RESPONSIBLE TO VERIFY DEPTHS OF EXISTING UTILITIES. NO SEPARATE PAYMENT SHALL BE MADE FOR THE COST
INCURRED FOR THIS VERIFICATION. THE INFORMATION PROVIDED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS APPROXIMATE AND BASED ON THE BEST AVAILABLE HISTORICAL DOCUMENTATION. THE CITY AND ENGINEER SHALL NOT BE
RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION. NO ADDITIONAL PAYMENT SHALL BE MADE FOR COSTS INCURRED RELATING TO THE DAMAGE OF EXISTING BURIED UTILITIES.
7. ALL PIPELINES SHALL HAVE A MINIMUM COVER OF 36" AND MUST BE BELOW THE FROST LINE, UNLESS OTHERWISE NOTED.
8. CONTRACTOR SHALL CONSTRUCT ALL SEDIMENTATION AND EROSION CONTROL DEVICES IN ACCORDANCE WITH NCDEQ EROSION CONTROL PERMIT AND STANDARDS.
9. DEWATERING:THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL
EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED AND STRUCTURES TO BE BUILT THEREIN ARE COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO
RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MIN. 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN A SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR OTHER
CONSTRUCTION.
10. THE CONTRACTOR SHALL CAREFULLY SUPPORT AND PROTECT ALL UTILITIES, STRUCTURES, POWER POLES, PIPELINES, AND CONDUITS WHICH MAYBE ENCOUNTERED DURING THE COMPLETION OF THE WORK. ANY DAMAGE RESULTING FROM THE CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE.
11. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING
ONLY AS NECESSARY TO INSTALL THESE DEVICES.
12. A GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 14 (OR 7) CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND/OR AT THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
13. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE THE CONSTRUCTION STAGING AREA AT HIS EXPENSE.
14. COORDINATES PROVIDED ARE REFERENCING THE NAD83 NORTH CAROLINA STATE PLANES, US FOOT (NC83F) COORDINATE SYSTEM.
15. CONTRACTOR SHALL PRETEST SEWER SYSTEM PRIOR TO NOTIFYING ENGINEER. ONCE PRETEST HAS PASSED, CONTRACTOR SHALL NOTIFY ENGINEER A MINIMUM OF 48 HOURS PRIOR TO TESTING. SANITARY SEWER SYSTEMS SHALL BE TESTED IN ACCORDANCE
WITH NC DEQ REGULATIONS IN THE PRESENCE OF THE ENGINEER OR ENGINEER'S REPRESENTATIVE. THE CONTRACTOR SHALL FURNISH ALL TEST RESULTS TO THE ENGINEER.
16. SHORING SHALL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1296, SUBPART P, OR AS AMENDED.
17. CONTRACTOR SHALL PLACE ALL SPOIL MATERIAL ON THE UPHILL SIDE OF THE EXCAVATION AWAY FROM ALL CREEKS AND WATER COURSES DURING CONSTRUCTION.
18. ALL DUCTILE IRON PIPE SHALL BE INTERIOR -LINED WITH PROTECTO 401 CERAMIC EPDXY LINING.
19. FIELD CONSTRUCTION MATERIALS TESTS BY INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE ENGINEER OR TOWN OF STANLEY PUBLIC WORKS DIRECTOR AT NO EXPENSE TO THE TOWN.
20. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MOST CURRENT STANDARDS OF THE MOST CURRENT ADOPTED GASTON COUNTY SOIL EROSION AND SEDIMENTATION ORDINANCE AND STORMWATER
ORDINANCE
21. STABILIZATION STONE IS REQUIRED UNDER PIPING WHEN CONDITIONS WARRANT OR AS REQUIRED BY THE ENGINEER OR TOWN PUBLIC WORKS DIRECTOR. AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE EASEMENTS
SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED, AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION AS FOLLOWS (APPLICATION RATE PER 1,000 SQUARE FEET):
TYPE I SEEDING (LAWNS, SHOULDER, OR OTHER MAINTAINED AREAS)
100 Ibs. OF LIME
15 Ibs. OF 19-23-12
4 Ibs. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES
1 Ib. OF SERICEA LESPEDEZA (USE UNSCARIFIED SEED AUGUST 15 TO FEBRUARY 1)
%4 Ib. OF GERMAN MILLET (MAY 1 TO AUGUST 15)
1 Ib. OF RYE GRAIN (PRIOR TO MAY 1 OR AFTER AUGUST 15)
SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE SHALL BE APPROVED BY THE ENGINEER OR TOWN PUBLIC WORKS DIRECTOR PRIOR TO SEEDING.
22. PRIOR TO FINAL ACCEPTANCE BY THE TOWN, THE DEVELOPER OR HIS AGENT SHALL ULTIMATELY BE RESPONSIBLE FOR ADMINISTERING THE CORRECTION OF ALL PROBLEMS ASSOCIATED WITH THE PROJECT.
23. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND
SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
24. MATERIALS UNSUITABLE FOR BACKFILL PURPOSES OR AS REQUIRED BY THE ENGINEER OR TOWN PUBLIC WORKS DIRECTOR SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
v
v MWW&CMED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
GENERAL
LEGEND AND GENERAL NOTES
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
NRD
DESIGNED
NRD
CHECKED
JJM
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
NIA
VERTICAL:
NIA
G02
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\0011\ENG\80—DRAWINGS\GENERAL\G02-079670011—LEGEND AND NOTES.DWG 02/03/2023 14:41:57 ANDREW BRANCH

REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
A
FINAL DESIGN -FOR REVIEW- NOT FOR CONSTRUCTION
2022.11.29
REVISIONS
tAVEL SHOULDER,
>- FT BEYOND
YP.). SEE DETAIL
)1
;OP. CONTOURS (TYP.),
:E GRADING NOTES
IIS SHEET
SITE PLAN 5' 5' 1°'
HORIZ. SCALE: I" Z)
v
v MFMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
IIH661
NOTES:
1. CONNECT PROPOSED WATER SERVICE TO STREET WATER MAIN. PROVIDE WATER METER IN
ACCORDANCE WITH AUTUMN BROOK SUBDIVISION PLAN DETAILS
2. REFER TO "AUTUMN BROOK SUBDIVISION" DRAWINGS FOR CUL-DE-SAC DESIGN, INCLUDING
ROADWAY, SIDEWALK, GRAVITY SEWER, AND WATER LINE UNDER SIDEWALK. REFER TO
THOSE SAME DRAWINGS FOR THE EROSION CONTROL DESIGN ASSOCIATED WITH THE
PROPOSED PUMP STATION PAD.
3. ALL CONSTRUCTION MATERIALS SHALL BE IN ACCORDANCE WITH TOWN OF STANLEY
SPECIFICATIONS, NCDEQ REQUIREMENTS, AND STATE AND FEDERAL REGULATIONS.
4. PUMP STATION ASPHALT PAD SHALL BE SLOPED APPROXIMATELY 1% DOWNHILL TO THE
SOUTHEAST TO PROVIDE DRAINAGE.
5. CONTRACTOR SHALL COORDINATE DELIVERY OF ALL KEYS AND LOCKS WITH THE TOWN OF
STANLEY UPON COMPLETION OF CONSTRUCTION.
GRADING NOTES:
1. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION SHALL BE OBTAINED
BY CONTRACTOR FROM THE AFFECTED PROPERTY OWNERS.
2. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE, AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE
STREAM ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK, AND OTHER ACCUMULATIONS IF CAUSED
BY DEVELOPMENT.
3. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM THAT FILL MATERIAL CONFORMS TO SPECIFICATIONS AND IS
COMPACTED PER RECOMMENDATION FROM GEOTECHNICAL ENGINEER.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
CIVIL
AUTUMN BROOK PUMP STATION SITE PLAN
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
AWB
DESIGNED
AWB
CHECKED
JJM
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
1 "=5'
VERTICAL:
NIA
C01
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\001 1 \ENG\80—DRAWINGS\CIVIL\CU01—07967-001 1 PLANPROFILE 2022.DWG 02/03/2023 1 4:42:23 ANDREW BRANCH

\ > > \ \ \ -780
25' STREAM'
/ / / / / / / /' �� \ \ \ \ \ \ \ \ \ \--__-��� lB5 J \\ S \\ \ O k\��\ \\�_— — --� / iBUFN/FFER
\ '� \ EX STREAM ti /
PROFILE HOMES\'kZ,,
AUTUMN BROOK, LLCeLO
° \—_�m!—
DE 5�346, FIG 201
PIN: �357966�3566
NO ASSIGNED ADDRESS __-_--_ —_—_ _
---_'/ \\\—�\\\ �,�\ \ \ \/— \`25'STREAM \ �//t—elm
// �� \— \ \\� \ \\ \\/ \ BUFFER_ --� -'\
780 EX. PROPERTY LINE--_--�—
/ 4" 22.50 DI HORIZ. BEND, MJ. I
STA:2+52 PROPOSED4"C900 _
DR18 PVC SS FM
-----------� �-, ��\\- �---- 4" 11.25 DI HORIZ. BEND, MJ-
3+00 \ - \ \ \_ \/�\\ \/--- \ \ // —
/ \ / \ -\ \ \ \\ \\ \ \ ) \ \\\4+00
— — STA:7+83-_----- / �g0 /
5+00
_ — — — — — — — — — — —
/'/ 8+00
4" 11.250 DI HORIZ. BEND MJ // /' /.ZkO \- F_---_--_----� \\ \�-� F — F � ��\ \ \ \\ � 6+00 \ � \'�--� \ \V
- STA:0+15 \ /
\ 785 - 4" 45 DI HORIZ. BEND, MJ
�- \\ \\-- - \�_ \`9* \\ -- STA:10+58-
4" 450 DI VERT. BEND, MJ /// / // / / // -J /---' \ \ ��- ��`- - ---- _ \ \ ,p0
4" 450 DI VERT. BEND, MJ _ `--_ z��
STA:0+00 --- F / /� // / / / //��I\_ ��\ -�\ , �--------------- =1 I \\---/ \--- \ �- / \- \�� \ \\ \\ \\ 10* / / // NN -
PROP. PROPERTY BOUNDARY, - \\ \\ \\ / F �- �.-T90
SEE "AUTUMN BROOK-
SUBDIVISION" DRAWINGS_-\`
— 790— PROP. AUTUMN BROOKPIf`MPoa/
/I
STATION, SEE SHEE 01 / // , / -� �a I �---------------�-� \-----------�� _ -I- I — _l�
/, /// / \ I Lei \ \\ I _ _\ �`-------I I I---- z ----- �— I / \ ( // , \ \ \ \� / / __��/ J ✓' //
�X / PROP. SANIT� SANITARY ? �95
RAII
--- ••'!• "-' / / / / // / � � \ \ —� ��,/ ice/ /'" �—�� / � �\,_// \ \\ �h\\ \ \�" / /// / / / ''/ /'
L
r
_ -
/,RAIII /
7/ / I
K
PLAN VIEW 40' 0 40' 80'
NOTES: HORIZ. SCALE: 1"=40' SCALE: 1"=40' (Horiz.)
1. STA. 0+00 STARTS JUST DOWNSTREAM OF THE 4" GATE VALVE
ATTACHED TO THE MAIN LINE OF THE WYE FITTING SHOWN ON
SHEET C01.
2. MAINTAIN SLIGHTLY NEGATIVE SLOPE FROM STA. 0+00 TO STA.
4+75 TO PREVENT HIGH POINTS ALONG THIS LENGTH OF
FORCE MAIN.
800
798
796
794
792
790
788
786
784
782
780
778
776
774
772
770
-0+50
PROP. GRADE, SEE SHEET C01
SEE NOTE 1
4" 450 DI VERT. BEND, MJ
_
�\
STA: 0+00
EX GRADE
EX. GRADE
SEE NOTE 2
4" 11.250 DI HORIZ. BEND, MJ
STA: 0+15
4"
STA:
22.500 DI
2+52
MJ
HORIZ. BEND,
4"
STA:
450 DI VERT. BEND, MJ
0+05
-
RESTRAIN ALL JOINTS
STA. 0+00 - STA. 0+19
3' MIN.
COVER
(TYP.)
PROPOSED 4" C900
DR18 PVC SS FM
4" 450 DI
-
-
RESTRAIN ALL JOINTS
STA. 2+45 - STA. 2+59
HORIZ. BEND,
STA:10+58
4" 11.250 DI HORIZ. BEND, MJ
STA:7+83
RESTRAIN ALL JOINTS
STA. 7+79 - STA. 7+87
MJ
RESTRAIN ALL JOINTS
STA. 10+45 - STA. 10+71
-
0+00 1+00 2+00 3+00 4+00 5+00 6+00
PROFILE VIEW
HORIZ. SCALE: 1"=40'
VERT. SCALE: 1"=4'
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
A
FINAL DESIGN -FOR REVIEW- NOT FOR CONSTRUCTION
2022.11.29
REVISIONS
v
v MFMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
7+00
PROFILE
HOMES
8+00
10+00
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
CIVIL
STA. 0+00.00 - STA. 11+50.00
11+00
800
798
796
794
792
790
788
786
784
782
780
778
776
774
772
770
11+50
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
AWB
DESIGNED
AWB
CHECKED
JJM
PROJ. MGR.
ZMT
4'
4'
�:3
SCALE:
1 "=4' (Vert.)
SCALE
CO2
HORIZONTAL:
1 "=40'
DRAWING NUMBER
VERTICAL:
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\001 1 \ENG\80-DRAWINGS\CIVIL\CU01-07967-001 1 PLANPROFILE 2022.DWG 02/03/2023 1 4:42:31 ANDREW BRANCH

II \ -780 t — _ -_ — — &61 \ \ \ \
co
co
w�� — \\�\�. \\ \ \\ \\ \ \\ J12r \ \\� — \ \\ \\ --- — — — — — — — TOWN OE/STANLEY
DE 45�35 PG 1120
__ \_
25' STREAM BUFFER \ \ /
—EX STREAM_CL PIL: 3579554797 v�NV.SIN SE)=796.35' \
/ / \�\\ \ \� \ �_— — = `—__-- — ---� ��� �� \ \ INV.OUT(NM 795.88'
\1 _ �301 BLACKSNAKE RDe _� \
Z \�!� —\ ll. ( \ \\ \ \��.�-\ /—_ —_—�\--------_ ---- \\ \ _ 795-�>�\\��� \ \\'�
W/
\--- — n SILT FENCE \--- /
\ /� — \�� \ \ \ \ \ \ \ \ \ \ to N STONE OUTLET#2 / I \\\ \ \ \ �\ ��� \�\
—1160
$ SEE DETAIL SHEET EC03 — =__L —_ �� \_ j •���� �� \\� \ \ —��\\ \ \ \ \ \\ \ /
— = 4" 450 DI HORIZ. BEND MJ �� �\ \ \ / j����11� )L✓.�� ii �\\\\\�= �`'`_=-- � _ - = _ — —_ == _ =/li \ \ �\ \� \ \
'\\ \\ 1 i�\. —__� ----- _--_ _ --- _--_-- 1-s- �\l\�/ /� \��\\\\ \�/'`\di \ \ \�\ \ \ EX.6"PVC SANITARY SEWER \ \�—
SILT FENCEW/ — STA: 12+38 Z \��y�)��/� 1 4"45° DI HORIZ. BEND, MJ �: \�\� \\
STONE OUTLET #1, �,------�\\ �_�� �� _ ��•%j/ � STA: 14+24\--
SEE DETAIL SHEET EC03.-
-� /irQ _—�� —_ / //�\ \�� I \� \\ \ \ PROP.EMERGENCY \
\ � I \ \\ BYPASS CONNECTION
`l�j \�\\�/ \ ,i���� �V z LLF��� FORESTEDWETLANDA-A--- / �\ /I/ \ \\ \ \ \ \ \ --
�tix p _------ //�7�\�, \\ \\ \� BLACKSNAKE PUMP STATION, \
7 ZW -----co co/ J 25'STREAM ��� \� l�\\\�\��` Perennial Stream A
o O _ _ _ _ _— r_ ��
N V, T � — Q ___ /—___-- BUFFER / f\ \\`— \\ � �\� � \
------- \------- _� �- a ' \ /i' S1: 20 If temporary construction corridor
_------- - —i—' — — / -A -A T --�-- �— W — / /---' \ \`_ �\ / X.3"FM
1
\--- � T � / / -----
�� 9• — / _ — T 17*00 \ / \ " PVC ASTM D3034 SDR 26 SS AT 2% SLOPE.
ti s — - \ \ '- - S2: 10 If rip rap stabilization
/ I z \
PROP. PROPERTY BOUNDARY — ,4" 45° DI HORIZ. BEND, MJ �e " /� / / — — — ` \ \ \ \ V AT NEW WET WELL = 790 82 (APPROX.)
xcS` �— ���::. _—_�— ' STA:13+96-------------- — --- — SEE DETAIL SHEET EC03
\ N -
p SEE "AUTUMN BROOK --, _— — _ EM LISHEDT03
/ — SUBDIVISION" DRAWINGS --- ---_—_ -- �� EX.6'DIA. VALVE VAULT TO BED O
— — —' — — �$*00� ` — PROPOSED CREEK CROSSING, \� \ \\ BELOW GRADE. FILL REMAINDER w/
— — _ SEE DETAIL SHEET D01 \ \\ NON -COMPRESSIBLE MATERIALS.
--- _ ---_ /' Forested Wetland AA - �- \
— — /— / 1% \\l\\ / EX. 5' DIA. WET WELL. TO BE CONVERTED TO A MANHOLE
19+ `\� \\ SILT FENCE �� v \ EX. 8"PVC INVIN=792.75'(APPROX)
NEE '- ---_W1 - 0.04 acre permanent clearing - — °�\\\ STONE OUTLET#4,_�_ `\ EX.6"PVCINVIN=791.92'(APPROX.)
— — — / — — — PROP. 8" PVC INV OUT = 791.42' (APPROX.)
\
PROFILE HOMES — —//—__ -- �� — �--� — ---� —� \ �---- SEE DETAIL SHEET EC03-- -- � � •'C
AUTUMN BROOK LLC. _ -- — — --__ �_\ F 20*O0 —\ oo \ I \\\
➢ —--__--- _ \\ \ �\ �k \\ \ � \ SILT FENCEW/
DE 5�340, PG 201 — — — 800 — \ _ iti — — / \ \ _ STONE OUTLET,
PIN: 3579003500 / / \� \\\\ \\ r \���\ SEE DETAIL SHEET EC03
_ _ \ \ \ \ CONTRACTOR TO LINE EX. MANHOLE
NO ASSIGNED ADDRESS //� \� \� ��_ _ \ ��\ \� ��\\�'�`AND EFORMEX.INVERT
_ \CORE EX. SS �
MANHOLE FOR
N/E 4" 45° DI HORIZ. BEND, MJ 800 �I�� \
NEW FORCE
EARTH FARMS, LLC. STA:20+76 I \
MAIN CONNECTION
/— _-- DE 4649, PG 1219
BM 84, PG 109 RIP RAP STREAMBANK STABILIZATION, \
—805 PIN: .0579501.010 MAXIMUM WIDTH 10-FT CENTERED ON FORCE
— /
NO ASSIGNED ADDRESS MAIN ALIGNMENT. SEE DETAIL SHEET D01.
/
PLAN VIEW 40' 0 40' 80'
HORIZ. SCALE: 1"=40'
SCALE: 1"=40' (Horiz.)
804
802
800
798
796
794
792
790
788
786
784
782
780
778
776
775
11+50
rn
V
r
\
00
+
co0)N
W
WU
Z
Q>
Wiz
10
/
U
�
EX GRADE
450 DI HORIZ. BEND, MJ
STA: 20+76
loo
4"
II
12" MIN. COVER
I
u
i
RESTRAINED
DIP,
PROTECTO 401 LINED
STA. 20+76 - STA. 21+80
RESTRAIN ALL JOINTS
STA. 20+63 -STA. 20+76
P
ROPOSlo-
4" 450
DI HORIZ. BEND,
STA:13+96
ool
MJ
3' MIN. COVER
(TYP.)
4" 45° DI HORIZ. BEND, MJ
STA:12+38
I
RESTRAIN ALL JOINTS
STA.12+25- STA. 12+51
4" 450 DI HORIZ. BEND, MJ
STA:14+24
RESTRAIN ALL JOINTS
STA. 13+83 - STA. 14+37
12+00 13+00 14+00 15+00 16+00 17+00
PROFILE VIEW
HORIZ. SCALE: 1"=40'
VERT. SCALE: 1"=4'
REV.NO.
DESCRIPTION
DATE
1
REVISED FINAL DESIGN - NOT FOR CONSTRUCTION
2023.02.03
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
A
i FINAL DESIGN - FOR REVIEW- NOT FOR CONSTRUCTION
2022.11.29
REVISIONS
v
v NCIM4 & CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
18+00
PROFILE
HOMES
19+00
20+00
21+00
804
802
800
798
796
794
792
790
788
786
784
782
780
778
776
775
22+00
NOTE: FOR RESTRAINED JOINT LENGTHS, SEE DETAIL SHEET D01
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
CIVIL
STA. 11 +50.00 - STA. 21 +82.97
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
AWB
DESIGNED
AWB
CHECKED
JJM
PROJ. MGR.
ZMT
4'
Ill
4'
--M 8'
SCALE: 1 "=4' (Vert.)
SCALE
HORIZONTAL
1 "=40'
VERTICAL:
1 "=4'
CO3
DRAWING NUMBER
1
REVISION
STATUS: REVISED FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\001 1 \ENG\80—DRAWINGS\CIVIL\CU01—07967-001 1 PLANPROFILE 2022.DWG 02/03/2023 1 4:42:36 ANDREW BRANCH

SILT FENCE w/
STONE OUTLET,
SEE DETAIL SHEET EC03
EX. 8" PVC SANIT
EX. 5' DIA. WET WELL TO BE CONVER
EX. 8" PVC INV IN
EX. 6" PVC INV IN
PROP. 8" PVC INV OUT
PROP. 8" PV(
26 SS Al
PROP. INV AT
EX. 6' DIA. VALVE M
TO 3' BELOW GRA
NON -CON
REV.NO.
DESCRIPTION
DATE
1
REVISED FINAL DESIGN - NOT FOR CONSTRUTION
2023.02.03
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
A
FINAL DESIGN - FOR REVIEW- NOT FOR CONSTRUCTION
2022.11.29
REVISIONS
\ 1
\ 1
\ / 0
1
1�
° 1
SITE PLAN
HORIZ. SCALE: 1"=5'
v
v MFMM&CMED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
BYPASS CONNECTION, SEE
SHEET M01 FOR DETAILS
PROFILE
HOMES
NOTES:
1. CONNECT PROPOSED WATER SERVICE TO STREET WATER MAIN. PROVIDE WATER METER IN
ACCORDANCE WITH AUTUMN BROOK SUBDIVISION PLAN DETAILS
2. REFER TO "AUTUMN BROOK SUBDIVISION" DRAWINGS FOR CUL-DE-SAC DESIGN, INCLUDING
ROADWAY, SIDEWALK, GRAVITY SEWER, AND WATER LINE UNDER SIDEWALK. REFER TO
THOSE SAME DRAWINGS FOR THE EROSION CONTROL DESIGN ASSOCIATED WITH THE
PROPOSED PUMP STATION PAD.
3. ALL CONSTRUCTION MATERIALS SHALL BE IN ACCORDANCE WITH TOWN OF STANLEY
SPECIFICATIONS, NCDEQ REQUIREMENTS, AND STATE AND FEDERAL REGULATIONS.
4. PUMP STATION ASPHALT PAD SHALL BE SLOPED APPROXIMATELY 1% DOWNHILL TO THE
SOUTHEAST TO PROVIDE DRAINAGE.
5. CONTRACTOR SHALL COORDINATE DELIVERY OF ALL KEYS AND LOCKS WITH THE TOWN OF
STANLEY UPON COMPLETION OF CONSTRUCTION.
GRADING NOTES:
1. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION SHALL BE OBTAINED
BY CONTRACTOR FROM THE AFFECTED PROPERTY OWNERS.
2. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE, AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE
STREAM ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK, AND OTHER ACCUMULATIONS IF CAUSED
BY DEVELOPMENT.
3. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM THAT FILL MATERIAL CONFORMS TO SPECIFICATIONS AND IS
COMPACTED PER RECOMMENDATION FROM GEOTECHNICAL ENGINEER.
804
5' 0 5' 10,
1E361
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
CIVIL
BLACKSNAKE PUMP STATION SITE PLAN
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
AWB
DESIGNED
AWB
CHECKED
JJM
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
1 "=5'
VERTICAL:
NIA
C04
DRAWING NUMBER
1
REVISION
sTATUS: REVISED FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\001 1 \ENG\80—DRAWINGS\CIVIL\CU01—07967-001 1 PLANPROFILE 2022.DWG 02/03/2023 1 4:42:40 ANDREW BRANCH

SULZER
PUMP STATION NOTES:
1. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE INTERIOR LINED WITH PROTECTO 401 CERAMIC EPDXY LINING.
2. ALL MECHANICAL JOINTS WITHIN THE PUMP STATION SITE SHALL BE RESTRAINED JOINTS THROUGH USE OF
WEDGE ACTION RETAINER GLANDS (MEGALUG OR EQUAL).
ALUMINUM HATCH
t:�iyl
TOP OF VALUE VAULT
ELEVATION = 794.50'
! `
MANHOLE STEPS (12" O.C.),
SEE DETAIL ON SHEET D03
• i
-i
AIR RELEASE VALVE
•«:
4" 90° DI BEND (FL)
`f.
GROUT FLOOR•@J -m - _ -�
1% MIN. TOWARDS
DRAIN
ADJUSTABLE PIPE
SUPPORT, SEE DETAIL
ON SHEET D03
4" PLUG VALVE (FL) w/
HANDWHEEL ACTUATOR
4" SWING CHECK VALVE
y,
OUTSIDE LEVER AND
WEIGHT (FL)
4" RESTRAINED FLANGE
COUPLING ADAPTER
9" COMPACTED
ABC STONE
3" PVC DRAIN LINE TO WET WELL AT
1.00% SLOPE (MIN.). END OF PIPE IN
WET WELL TO BE FITTED WITH BALL
CHECK VALVE
CONTROL ELEVATIONS SCHEDULE
(MEASURED FROM BOTTOM OF WETWELL)
A
5.97'
HIGH LEVEL FLOAT AND ALARM
SIGNAL
B
5.55'
LAG PUMP ON
C
5.00
LEAD PUMP ON
D
2.50'
PUMP OFF
E
1.00'
LOW LEVEL ALARMSIGNAL
3-0" MIN.
COVER
-PRESSURE GAUGE
INSTALLED IN CHECK
VALVE TOP PLUG
PROVIDE BRACING
EVERY 10' (MIN.)
BACKUP SEALED
MERCURY TYPE
FLOAT SWITCH
FOR HIGH LEVEL
ALARM
STAINLESS STEEL
LIFTING CABLE
4" DI DISCHARGE
PIPE, SEE NOTE
4" DIP (FL) DISCHARGE PIPE.
PROVIDE BRACING EVERY 10 FEET (MIN.)
T-0" GROUTED FILLET (TYP.)
6" MIN.
9" COMPACTED
ABC STONE
4" SCREENED VENT
r
ma
T-8" (MIN.)
ALUMINUM HATCH
12" THICK CONCRETE TOP SLAB
TOP OF WET WELL ELEVATION = 794.50'
PROPOSED GRADE = 793.50'
�4" 90° DI BEND (FL)
FORCE MAIN DISCHARGE
INV. ELEV. = 790.17'
HALLIDAY S2R544
ACCESS HATCH w/
w/ORANGE
6' DIA. WET WELL PER ASTM
C-913 AND TOWN SPECS (WALL
THICKNESS PER PRECAST MFG)
DOUBLE 2" 316 STAINLESS STEEL
GUIDE RAILS PER PUMP MFG
CONTROLS SHALL BE INSTALLED
TO BE ACCESSIBLE FROM THE
ACCESS HATCH WITHOUT
ENTERING THE WELL
LEVEL SENSOR PROBE WITH
6" INCREMENTS
6'x6' (IN
PRECAST(
VAI
SLOPE FLOOR TO
DRAIN AT 1% MIN.
INLFUENT FLOW
A (I 8" SEWER INV. ELEV. = 779.22'
B ELASTOMETRIC BOOT A-LOK
C OR APPROVED EQUAL (TYP.)
E
PUMP STATION WET WELL AND VALVE VAULT
SECTION VIEW
SCATE: 1 " = 2'-0"
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
A
FINAL DESIGN - FOR REVIEW- NOT FOR CONSTRUCTION
2022.11.29
REVISIONS
POWER CABLE 4" 90' E
SUBMERSIBLE PUMP
4" PLUG VAL
WET WELL SUMP ELEV. = 773.23' w/ HAND`
ACT
oG11110G11 0/'1TT/1KA1 CC`C`
LEVER AND WEIGHT (FL) PUMP STATION WET WELL, VALVE VAULT, AND EMERGENCY CONNECTION
PLAN VIEW
SCATE: 1 " = 2'-0"
v
v NICKIIW&CMED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
A
1NT FLOW
JMINUM
N DEVICE
)R
ZSIBLE PUMP
A
NT FLOW
it
XFP 81 E VX 60HZ (wet pit)
Test Standard
H / ft Head -4 oP / Psi ISO 9906, HI 11.6/14.6<10kW
P'18012� 60 36
80
32
70
9R
60.89 4% 26.36
58.07 25.14
50 Au §'S
20 This pump (non oil -cooled) is suitable for wet
40 16 pump installation only.
30 It is NOT suitable for dry pump installation.
12
20 ►
8
10 4
It Application range ►
P 10.38 #Shaft power P2
10.32
9
8
23.97 *Hydraulic efficiency
23.95
1b
10
5 /
0 /
PSH/ ft NPSH-values
1 5.96=
15.43
0 20 40 60 80 100 120 14 161.4 170.4 200 Q / US g.p.m.
2022-12-14
Operating data specification
Flow
Efficiency
NPSH
Temperature
No. of pumps
161.4 US g.p.m.
23.9 %
15.4 ft
68 °F
1
power input
Head
Shaft power
Fluid
Nature of system
11.4 hp
60.9 ft
10.3 hp
Water
Single head pump
Pump data
Type XFP 81 E VX 60HZ (wet pit)
Make
SULZER
Series
XFP PE1-PE3
Impeller
Vortex impeller
N° of vanes
4
Impeller size
5 7/16 inch
Free passage
3- inch
Suction flange
DN80
Discharge flange
DN800.3461b
Type of installation
Moment of inertia
ft2
Wet well installation with pedestal
Motor data
Rated voltage
208 V
Frequency
60 Hz
Rated power P2
10.7 hp
Nominal Speed
3520 rpm
Number of poles
2
Efficiency
90 2 %
Power factor
0.83
Rated current
29.4 A
Starting current
217 A
Rated torque
16 Ibf ft
Starting torque
43.2 Ibf ft
Degree of protection
IP 68
Insulation class
H
No. starts per hour
15
Sulzer reserves the rignt to cnange any aata ana aimenslons wltnout prior notice spas) 5-zuzz.3 - LULL/i i/u3 (CUIIa 4bu), b4 pit
and can not be held responsible for the use of information contained in this software. Data version Nov 22.1
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
MECHANICAL
AUTUMN BROOK PUMP STATION SECTIONS
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
AWB
DESIGNED
AWB
CHECKED
JJM
PROJ. MGR.
ZMT
PUMP INFORMATION
DUTY FLOW: 161.4 U.S. GPM
DUTY HEAD:
60.9 FT
IMPELLER DIA:
57/161N
POWER REQUIRED:
11.4 HP
NPSH REQUIRED:
15.4FT
EFFICIENCY:
23.9%
PEAK POWER:
10.7 HP
SCALE
M 0 1
HORIZONTAL:
AS NOTED
DRAWING NUMBER
VERTICAL:
0
NIA
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\001 1 \ENG\80-DRAWINGS\MECHANICAL\CM01-07967001 1 -PUMP STATION.DWG 02/03/2023 1 4:42:48 ANDREW BRANCH

NOTES:
1. SCOPE OF WORK AT THE EXISTING BLACKSNAKE PUMP STATION INCLUDES REMOVING AND REPLACING BOTH EXISTING SUBMERSIBLE PUMPS w/ SULZER XFP81 E-VX.4 PE80/2 10HP SUBMERSIBLE PUMPS, AND INSTALLATION OF ANEW
EMERGENCY BACKUP GENERATOR.
2. PUMP STATION STRUCTURE AND ELEMENTS SHOWN HEREIN ARE NOT TO SCALE AND ARE FOR REFERENCE ONLY; ACTUAL SIZE, ORIENTATION, AND CONFIGURATION OF EXISTING PUMP STATION STRUCTURES AND COMPONENTS SHALL BE
VERIFIED BY THE CONTRACTOR IN THE FIELD AS REQUIRED TO COMPLETE THE WORK.
3. LOCATION OF THE PROPOSED GENERATOR SHALL BE IN ACCORDANCE WITH ELECTRICAL PLANS AND SPECIFICATIONS AND COORDINATED WITH THE TOWN OF STANLEY.
4. CONTRACTOR SHALL ENSURE COMPATIBILITY OF NEW PUMPS WITH EXISTING PUMP STATION COMPONENTS, INCLUDING, BUT NOT LIMITED TO: EXISTING PUMP GUIDE RAILS, LIFTING CABLE, WET WELL ACCESS HATCH, AND ALL ELECTRICAL
AND CONTROL COMPONENTS.
5. IF EXISTING LIFT CHAIN/CABLE IS NOT STAINLESS STEEL, OR IT IS DETERMINED TO BE IN UNACCEPTABLE CONDITION BY THE ENGINEER OR THE TOWN, IT SHALL BE REPLACED WITH A NEW STAINLESS STEEL LIFTING CABLE OF SUFFICIENT
LENGTH TO PROVIDE 6 FEET OF SLACK.
6. CONCRETE BOLLARDS SHALL BE LOCATED TO PROTECT PROPOSED GENERATORS FROM VEHICULAR TRAFFIC.
ALUMINUM HATCH
M- el
TOP OF VALUE VAULT
ELEVATION = 794.50'
! `
MANHOLE STEPS (12" O.C.),
SEE DETAIL ON SHEET D03
• i
-i
AIR RELEASE VALVE
•«:
4" 90' DI BEND (FL)
`i''
+I
.I
`f.
GROUT FLOOR•@
1% MIN. TOWARDS
DRAIN
ADJUSTABLE PIPE -
SUPPORT, SEE DETAIL
ON SHEET D03
4" PLUG VALVE (FL) w/
HANDWHEEL ACTUATOR
4" SWING CHECK VALVE
OUTSIDE LEVER AND
WEIGHT (FL)
4" RESTRAINED FLANGE
COUPLING ADAPTER
9" COMPACTED
ABC STONE
3" PVC DRAIN LINE TO WET WELL AT
1.00% SLOPE (MIN.). END OF PIPE IN
WET WELL TO BE FITTED WITH BALL
CHECK VALVE
3-0" MIN.
44.77 COVER
-PRESSURE GAUGE
INSTALLED IN CHECK
VALVE TOF1 PLUG
BACKUP SEALED
MERCURY TYPE
FLOAT SWITCH
FOR HIGH LEVEL
ALARM
PROVIDE BRACING
EVERY 10' (MIN.)
STAINLESS STEEL
LIFTING CABLE
4" DIP (FL) DISCHARGE PIPE.
PROVIDE BRACING EVERY 10 FEET (MIN.)
T-0" GROUTED FILLET (TYP.)
6" MIN.
9" COMPACTED
ABC STONE
CONTROL ELEVATIONS SCHEDULE (MEASURED
FROM BOTTOM OF WETWELL)
A
5.50'
HIGH LEVEL FLOAT AND
ALARM SIGNAL
B
5.00'
LAG PUMP ON
C
4.50'
LEAD PUMP ON
D
2.50'
PUMP OFF
E
1.00'
LOW LEVELALARM SIGNAL
ALUMINUM HATCH
4" SCREENED VENT
HALLIDAY S2R544
ACCESS HATCH w/
12" THICK CONCRETE TOP SLAB w/ ORANGE
r
TOP OF WET WELL ELEVATION = 801.00'
EXISTING GRADE=800.00' (APPROX.)
6' DIA. WET WELL PER ASTM
C-913 AND TOWN SPECS (WALL
THICKNESS PER PRECAST MFG)
�4" 90° DI BEND (FL)
FORCE MAIN DISCHARGE
INV. ELEV. = 796.27'
CONTROLS SHALL BE INSTALLED
TO BE ACCESSIBLE FROM THE
ACCESS HATCH WITHOUT
ENTERING THE WELL
6'x6' (IN
LEVEL SENSOR PROBE WITH PRECAST C
6" INCREMENTS VAL
INLFUENT FLOW
- - - - - - �
- _1� PROP. 8" SEWER INV. ELEV. = 790.82'
�-ELASTOMETRIC BOOT A-LOK
B OR APPROVED EQUAL (TYP.)
ma
15"; i W�;
PUMP STATION WET WELL AND VALVE VAULT
SECTION VIEW
SCATE: 1 " = 2'-0"
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN -ISSUED FOR CONSTRUCTION
1 2023.01.27
A
FINAL DESIGN -FOR REVIEW- NOT FOR CONSTRUCTION
2022.11.29
REVISIONS
DOUBLE 2" 316 STAINLESS STEEL
GUIDE RAILS PER PUMP MFG
POWER CABLE
SUBMERSIBLE PUMP
WET WELL SUMP ELEV. = 785.00'
SLOF
DRAI
4" 90' B
4" PLUG VAL'
w/ HAND\
ACT[
v
v NICKIIW&CMED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
0/'1TT/1KA1 CC`C`
PUMP STATION WET WELL, VALVE VAULT, AND EMERGENCY CONNECTION
PLAN VIEW
SCATE: 1 " = 2'-0"
PROFILE
HOMES
A
LOW
7�
J
4LUMINUM
'EN DEVICE
(OR
IERSIBLE PUMP
A
TENT FLOW
�I
XFP 81 E VX 60HZ (wet pit)
Test Standard
H/ ft Head -4 oP / Psi ISO 9906, HI 11.6/14.6:510kW
P"80/2 E'sOyZ
36
80
32
70
9R
60.89 4% 26.36
58.07 25.14
50 Au 20
This pump (non oil -cooled) is suitable for wet
40 16 pump installation only.
30 It is NOT suitable for dry pump installation.
12
20 ►
8
10 4
It Application range ► I
P 10.38 #Shaft power P2
10.32
9
8
23.97 *Hydraulic efficiency
23.95
10
10
5
0
PSH/ ft NPSH-values
1 5.96=
15.43
0 20 40 60 80 100 120 14 161.4 170.4 200 Q / US g.P.m.
2022-12-14
Operating data specification
Power input 11.4 hp
Flow 161.4 US g.p.m.
Head 60.9 ft
Efficiency 23.9 %
Shaft power 10.3 hp
NPSH 15.4 ft
Fluid Water
Temperature 68 °F
Nature of system Single head pump
No. of pumps 1
Pump data
Type XFP 81 E VX 60HZ (wet pit)
Make SULZER
Series XFP PE1-PE3
Impeller Vortex impeller
N° of vanes 4
Impeller size 5 7/16 inch
Free passage 3- inch
Suction flange DN80
Discharge flange DN800.3461b
Type of installation
Moment of inertia ft2
Wet well installation with pedestal
Motor data
Rated voltage 208 V
Frequency 60 Hz
Rated power P2 10.7 hp
Nominal Speed 3520 rpm
Number of poles 2
Efficiency 90.2 %
Power factor 0.83
Rated current 29.4 A
Starting current 217 A
Rated torque 16 Ibf ft
Starting torque 43.2 Ibf ft
Degree of protection IP 68
Insulation class H
No. starts per hour 15
Sulzer reserves the right to change any data and dimensions without prior notice Spaix® 5-2022.3 - 2022/11/03 (Build 450), 64 bit
and can not be held responsible for the use of information contained in this software. Data version Nov 22.1
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
MECHANICAL
BLACKSNAKE PUMP STATION SECTIONS
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
AWB
DESIGNED
AWB
CHECKED
JJM
PROJ. MGR.
ZMT
PUMP INFORMATION
DUTY FLOW: 161.4 U.S. GPM
DUTY HEAD:
60.9 FT
IMPELLER DIA:
57/161N
POWER REQUIRED:
11.4 HP
NPSH REQUIRED:
15.4 FT
EFFICIENCY:
23.9%
PEAK POWER:
10.7 HP
SCALE
M02
HORIZONTAL:
AS NOTED
DRAWING NUMBER
VERTICAL:
0
FRE!ION
NIA
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\0011\ENG\80-DRAWINGS\MECHANICAL\CM02-079670011-BLACKSNAKE.DWG 02/03/2023 14:42:57 ANDREW BRANCH

TOP OF BANK
0 EXIST. GROUND
1. 4" TYPICAL, 6" DEPTH IF IN ROCK,
2. FOUNDATION STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE,
3. INITIAL BACKFILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED, INITIAL
BACKFILL SHALL CONTAIN NO MATERIAL OVER 1 1 12" IN DIAMETER,
FROZEN LUMPS, OR DEBRIS.
4. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY,
TOWN OF STANLEY SEWER SYSTEMS
DUCTILE IRON PIPE
STANDARD DETAIL SEWER BEDDING
(UP TO 12" DIAMETER) NTS S -12.0
NON -FREEZE YARD HYDRANT DETAIL (TYP.)
N.T.S.
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN -ISSUED FOR CONSTRUCTION
2023.01.27
A
FINAL DESIGN -FOR REVIEW- NOT FOR CONSTRUCTION
2022.11.29
REVISIONS
0 EXIST. GROUND
NOTES:
4" TYPICAL, 6" DEPTH IF IN ROCK.
2. FOUNDATION STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE.
3. CLEAR DISTANCE NOT LESS THAN 6" OR MORE THAN 12" EACH SIDE,
4. INITIAL BACKFILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED, INITIAL
BACKFILL SHALL CONTAIN NO MATERIAL OVER 1 1 12" IN DIAMETER,
FROZEN LUMPS, OR DEBRIS.
5. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY,
6. PVC PIPE MATERIAL SHALL BE ASTM 03034 WITH A DR OF 26
OR LESS, OR AWWA C900 DR 18.
TOWN OF STANLEY SEWER SYSTEMS
PVC SEWER
STANDARD DETAIL PIPE BEDDING
(UP TO 15" DIAMETER) NTS S - 13.0
ANTI —FLOTATION COLLARS
NOTES: REQUIRED EACH SIDE, SIZE
AS APPROVED BY ENGINEER
TYPICAL ALL CREEK CROSSINGS. OF RECORD
2. RIP RAP TO BE PLACED ON STREAM BANK, QUANTITY AND SIZE TO BE BASED ON
SIZE OF STREAM, ACCORDING TO STATE EROSION CONTROL RULES AND GASTON
COUNTY REQUIREMENTS,
3. FILTER FABRIC TO BE PLACED UNDER RIP RAP AND KEYED INTO EMBANKMENT,
4, CENTER OF DIP JOINT TO BE AT STREAM CENTERLINE,
5, BACKFILL MATERIAL WITHIN STREAM SHALL BE STONE, COARSE AGGREGATE,
WASHED GRAVEL OR OTHER MATERIAL THAT WILL NOT READILY ERODE, CAUSE
SILTATION, OR CORRODE THE PIPE,
6, NUMBER OF STREAM CROSSINGS SHALL BE MINIMIZED,
7, SEWERS CROSSING STREAMS SHALL BE DESIGNED TO BE PERPENDICULAR TO
STREAM FLOW,
TOWN OF STANLEY SEWER SYSTEMS
STABILIZATION AT
STANDARD DETAIL SUBAQUEOUS CREEK
CROSSING NTS S - 24.
DESIGN PARAMETERS
HOSE CONNECTION DEPTH OF BURY: 3 FT
SAFETY FACTOR: 2:1
TRENCH TYPE: 3 (PIPE BEDDING IN 4" LOOSE SOIL. BACKFILL LIGHTLY
CONSOLIDATED TO TOP OF PIPE)
TEST PRESSURE: 200 PSI
SOIL TYPE: (CL,CH,SC,SM) TOPSOIL, INORGANIC CLAYS OF LOW,
MODERATE, & HIGH PLASTICITY. SILTY & CLAYEY SAND.
BACK FILLED USING NATIVE SOILS.
NOTE:
1. THE CONTRACTOR SHALL INSTALL RESTRAINED JOINT THRUST PROTECTION AT ALL BENDS,
TEES, REDUCERS, VERTICAL OFFSETS. THE LENGTHS SHOWN BELOW ARE TYPICAL LENGTHS
REQUIRED FOR THE DESIGN PARAMETERS SHOWN ABOVE. THESE RESTRAINING CONDITIONS
ARE COMMON CONDITIONS ENCOUNTERED IN NORMAL PIPELINE CONSTRUCTION, ANY OTHER
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER.
2. WHEN USING MECHANICAL JOINT RESTRAINTS SUCH AS MEGA -LUGS FOR PVC & DIP OR TR
FLEX AND GRIFFIN SNAP-LOK, CONCRETE BLOCKING IS EXCLUDED FROM THE INSTALLATION.
3. THE RESTRAINED LENGTHS PROVIDED IN THE TABLE BELOW ARE MEASURED IN FEET AND
SHALL BE APPLIED TO EACH SIDE OF THE SPECIFIED FITTING AS SHOWN IN THE DETAIL.
L I L I
�--� L 'I
TEES DEAD ENDS
L �1
UPPER BEND
Ill
LJ L
T
L
CROSS REDUCERS
VERTICAL OFFSETS
MINIMUM RESTRAINED PIPE LENGTHS (LINEAR FEET) TABLE
Main Pipe
Diameter
(inches)
Horizontal Bends (Degrees)
Tees
Reducers
(Main Diameter x Reducer
Diameter (inches)
Dead
Ends
Vertical Offsets
(All Bend Angles)
90
45
22.5
11.3
x6
x8
x10
x12
Upper
Lower
24
140
58
28
14
10
305
289
268
243
329
137
33
20
121
50
24
12
10
253
233
208
177
282
117
28
18
111
46
23
11
10
226
202
174
140
258
107
26
16
101
42
21
10
10
196
170
138
99
233
97
23
12
80
33
16
8
10
132
96
53
181
75
18
10
68
1 29
14
7
10
95
52
154
64
15
8
57
24
12
6
10
54
1
128
53
13
6
44
19
9
5
10
98
41
10
4
32
13
7
4
10
70
1 29
1 7
3
27
11
6
3
10
58
24
6
MECHANICAL JOINT RESTRAINT DETAILS
N.T.S.
v
v MFKEN4 & CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
TEMPORARY CONSTRUCTION EASEMENT (TCE)
e e e- e
PERMANENT UTILITY EASEMENT (PUE)
E E
CENTER LINE OF PIPE ---_`
PERMANENT UTILITY EASEMENT (RUE)
E E �� E E
TEMPORARY CONSTRUCTION EASEMENT (TCE)
e e ee
HORIZONTAL BENDS
PIPE SIZE
PERMANENT UTILITY
EASEMENT WIDTH (RUE)
8"
25'
2"
25'
5"
25'
8"
30'
24"
35'
30"
35'
36"
40'
42"
50'
NOTES:
EASEMENTS SHOWN ARE MINIMUM FOR TOWN OWNED UTILITIES.
ADDITIONAL EASEMENTS MAY BE REQUIRED FOR DEEPER THAN
AVERAGE OR LARGE LINES.
2, FOR PARALLEL LINES, EASEMENT SHALL BE PUE/2 FEET FROM
CENTER OF EACH LINE,
3, TCE OF 125' ON EACH SIDE OF PUE,
TOWN OF STANLEY SEWER SYSTEM
STANDARD DETAIL SEWER EASEMENT
NTS I S - 33.0
1�GAVIRI I�I�I�I�I�I�I�I�1 •
TYPICAL GRAVEL SECTION FOR PUMP PAD
N.T.S.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
DETAILS
DETAILS - 1
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
NRD
DESIGNED
NRD
CHECKED
JJM
PROJ. MGR.
ZMT
SCALE
D 0 1
HORIZONTAL:
NIA
DRAWING NUMBER
VERTICAL:
0
NIA
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\001 1 \ENG\80—DRAWINGS\DETAILS\07967-001 1 DETAILS.DWG 02/03/2023 1 4:43:07 ANDREW BRANCH

REDUCED PRESSURE
1/4 TURN FULL PORT PRINCIPLE ASSEMBLY 1/4 TURN FULL PORT
BRONZE BALL BRONZE BALL
CHECK VALVE #2
SHUT—OFF VALVE #1 SHUT—OFF VALVE #2
SEE NOTE #2 CHECK VALVE #1 SEE NOTE #2
r-------------------- --------------------- ----------- --------------------�
STRAINER
OPTIONAL
FLOWS
REMOVABLE
INSULATED ENCLOSURE
6„ LATERAL 4" LATERAL
WITH DRAIN PORTS.
I TEST COCK #1 I
I (SEE NOTE #3) LOWEST TYPE K OR L COPPER
X POINT i TUBING OR 1" MIN.
OR RELIEF i BRASS PIPE FOR MIN. OF
VALVE 5' ON EACH END OF
M OUTLET I ASSEMBLY. SEE NOTE #4
SLOPE GROUND i i
O.D.
AWAY FROM
COVER (TYP.)
I I—
I.I ,III
-III—I —III
4" MINIMUM #67
WASHED STONE
MIN. SCOPE
6" LATERAL 4" LATERAL
NOTES:
1. REDUCED PRESSURE ZONE ASSEMBLIES (RP) MUST CONFORM TO
-
TOWN OF STANLEY SPECIFICATIONS. RP ASSEMBLIES MUST BE
- - - - O
APPROVED BY THE TOWN OF STANLEY BFCC SPECIALIST.
2. ALL LOCATIONS FOR BPA'S REQUIRE APPROVAL OF THE TOWN OF
STANLEY BFCC SPECIALIST AND MUST BE ON THE PROPERTY
OWNER'S SIDE OF THE METER AND OUTSIDE OF THE
RIGHT-OF-WAY.
3. EACH BPA IS REQUIRED TO BE TESTED BY AN APPROVED
NOTES:
CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN
SERVICE.
O.D. SEWER MAIN OUTSIDE PIPE DIAMETER. (MIN. 8 INCHES)
4. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN TOWN
OF STANLEY LAND DEVELOPMENT DESIGN STANDARDS MANUAL.
2, MANHOLES SHALE HAVE PRECAST, 4000 PSI CONCRETE INVERTS,
INVERT DEPTH OUTSIDE DIAMETER OF PIPE
INVERT WIDTH OUTSIDE DIAMETER OF PIPE
3, EACH LATERAL CONNECTION SHALL HAVE A PRECAST INVERT
DIRECTING FLOW IN THE DIRECTION OF THE SEWER.
INVERT DEPTH OUTSIDE DIAMETER OF PIPE
INVERT WIDTH OUTSIDE DIAMETER OF PIPE
1 sr:
WATER SYSTEMS
sib 1,
TOWN OF STANLEY
BACKFLOW PREVENTION°F
MAY 2017
� � TOWN OF STANLEY
SEWER SYSTEMS
REDUCED PRESSURE PRINCIPLE
STANDARD DETAIL
ASSEMBLY (RP) 3/4"-2"
i STANDARD DETAIL
�•, %~
MANHOLE INVERTS
ABOVE GROUND
NTS
BF-1.0
f,, �,,.
NTS
S - 9.0
CAST IN PLACE
PVC SLEEVE
SIZE AS REQUIRE
BY SEAL MANUF.
r' STOMERIC SEAL
WENT
BOLT
RESSURE PLATE
VVHLL
PIPE WALL PENETRATION SEAL
N.T.S.
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN -ISSUED FOR CONSTRUCTION
2023.01.27
A
FINAL DESIGN -FOR REVIEW- NOT FOR CONSTRUCTION
2022.11.29
REVISIONS
FINISHED GRADE
/X`iii�`i�`i�`
3" MALE CAMLOCK
WITH DUST COVER
3000 PSI 2'x2'x6" Concrete _F
Pad with 6x6 W.W.F. 12" (MIN)
Pavement (See Index 502; 2 of 2) 7
p D d D S/\\/\\/�\\
B se 0 0 o° D \���\//
2-12G
Tracer wires
Compacted Subgrade
CCM
G
2" SCH40 PVC C o
L
See Note 1
O 0
U
3-Piece Adjustable M 0
Valve Box C
(No Substitutes)
m FNbi
36"x36" BOTTOMLESS PRECAST
CONCRETE VAULT WITH ALUMINUM
COVER
4" MJ PLUG WITH
3" NPT THREADED TAP
6" No. 57 STONE
4" 450 BEND FL FL
4" 450 BEND MJ MJ
W/MEGALUGS TYPICAL
EMERGENCY PUMP CONNECTIONS
N.T.S.
v v MCMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
i Waste Water Main
Mech. Joint Valve
PROFILE
HOMES
Restraining Joint
WASTE WATER TYPICAL
VALVE & BOX SETTING
N.T.S.
Waste Water Main
CROWN TO SHED WATER
6" SCH 40 STEEL PIPE, FILLED
WITH 3,000 PSI CONCRETE w/
CROWNED TOP TO SHED
WATER, PAINT SAFETY
YELLOW
c� CROWN TO SHED WATER
a
a
°
a
a'
O
co �.
a
a
3,000 PSI CONCRETE
° ° SURROUNDING BOLLARD
1'-4"0 MIN.
BOLLARD DETAIL
N.T.S.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
DETAILS
DETAILS - 2
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
NRD
DESIGNED
NRD
CHECKED
JJM
PROJ. MGR.
ZMT
SCALE
D02
HORIZONTAL:
NIA
DRAWING NUMBER
VERTICAL:
NIA
0
REVISION
;TATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\0011\ENG\80-DRAWINGS\DETAILS\07967-0011 DETAILS.DWG 02/03/2023 14:43:13 ANDREW BRANCH

%#
MANHOLE STEPS
N.T.S.
1#
3Y2#
PENETRATI❑N
STOP
1y4#
;/4#
� I °
v.•
�0
Ti 1 v. T
X#
N❑TES=
1, STEPS TO BE EPDXY
GROUTED IN PLACE,
2, CENTERLINE OF THREAD
TO BE LEVEL & PLUMB
W/ ALL IN MH SECTI❑N,
COPOLYMER
POLYPROPYLENE
PLASTIC
j�
DEFORMEDj
STEEL .OD
SECTION A -A
PENETRATION
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN -ISSUED FOR CONSTRUCTION
2023.01.27
A
FINAL DESIGN -FOR REVIEW- NOT FOR CONSTRUCTION
2022.11.29
REVISIONS
NOT TO SCALE
PIPE SUPPORT STANDON
MODEL S92
SADDLE SUPPORT OR
APPROVED EQUAL
ALL MATERIALS 304
STAINLESS STEEL
PIPE SUPPORT
STANDON MODEL
S96
FLANGE SADDLE
SUPPORT
ALL MATERIALS 304
STAINLESS STEEL
ADJUSTABLE PIPE SUPPORT
v
v MCKIM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
N.T.S.
PROFILE
HOMES
MIN
5"
NOTES:
:PANSION RING
STAINLESS STEEL CLAMP
y2 REQUIRED FOR 15" V.C.
AND ABOVE)
- SLEEVE
FHIC
E BASE
1. FLEXIBLE MANHOLE SLEEVES SHALE CONFORM TO ASTM 923. SLEEVES BY
PRESS —SEAL GASKET CORPORATION, EPCO INC. OR NEC INC. OR
EQUIVALENT ARE ACCEPTABLE, MAXIMUM DEFLECTION FOR SLEEVE IS 7° (12W).
SLOPES GREATER THAN 12% MUST HAVE SLEEVES DESIGNED FOR HIGHER
DEFLECTION,
2. 112" x 3" RUBBER FINER ADAPTER GASKET BY PRESS —SEAL GASKET CORP.
MUST BE USED FOR D.I. PIPE. IF FLEXIBLE SLEEVE IS DESIGNED FOR V.C. PIPE
GASKET TO BE INSTALLED UNDER S.S. CLAMP BETWEEN PIPE AND FLEXIBLE
SLEEVE,
TOWN OF STANLEY
STANDARD DETAIL
SEWER SYSTEMS
FLEXIBLE MANHOLE
SLEEVE
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
DETAILS
DETAILS - 3
NTS I S - 10.0
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
NRD
DESIGNED
NRD
CHECKED
JJM
PROJ. MGR.
ZMT
SCALE
D03
HORIZONTAL:
NIA
DRAWING NUMBER
VERTICAL:
O
FRE!ION
NIA
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\0011\ENG\80—DRAWINGS\DETAILS\07967-0011 DETAILS.DWG 02/03/2023 14:43:19 ANDREW BRANCH

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE Ill 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 NCG01 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
(HOW) 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
p g y g
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.
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
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.
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.
C
EW
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
SANDBAGS (TYP.)
OR STAPLES
10 MIL
1:1 PLASTIC
SILT FENCE SIDE SLOP LINING SANDBAGS (TYP.)
OR STAPLES
(TYP.
xx
I � �
CLEARLY MARKED SIGNAGE
CONCRETE WASHOUT NOTING DEVICE (18"X24" MIN.)
PLAN
SECTION A -A
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.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
�1
1/
f
I
1
I
f
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
PLAN
SANDBAGS (TYP.)
ORGSTAPLES
COHESIVE &
LOW FILTRATION
SOIL BERM
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 TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
12 INCHES OF FREEBOARD.
3. CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
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
REV.NO. DESCRIPTION DATE
0 FINAL DESIGN - ISSUED FOR CONSTRUCTION 2023.01.27
A FINAL DESIGN - FOR REVIEW - NOT FOR CONSTRUCTION 2022.11.29
REVISIONSJI
EFFECTIVE: 04/01 / 19
v
v NYKIRW&CMED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
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 he recorded as
"zero." The permittee may use another rain -monitoring device
approved bythe 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 forthe 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 actionstaken, 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.
(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 passible.
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 kept on site and available for
inspection at all times during normal business hours.
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 to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
p p p q
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 twelve months. 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.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
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).
(c) 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.
(d) Anticipated bypasses and unanticipated bypasses.
(e) 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 Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes After Discover and Other Requirements
p g � Y) q
(a) Visible sediment
•
Within 14 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 orstate impaired -waters conditions.
(b) Oil spills and
•
Within 14 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 14 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 14 hours, an oral or electronic notification.
with the conditions
•
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.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
DETAILS
EROSION & SEDIMENT CONTROL DETAILS -
1
EFFECTIVE: 04/01 / 191
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
AWB
DESIGNED
AWB
CHECKED
NRD
PROJ. MGR.
ZMT
SCALE
HORIZONTAL:
ill =40'
VERTICAL:
ill =4'
EC01
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\001 1 \ENG\80-DRAWINGS\DETAILS\EROSIONCONTROLDETAILS.DWG 02/03/2023 1 4:43:28 ANDREW BRANCH

EC-01 I EROSION CONTROL CONSTRUCTION SEQUENCE
N.T.S. I I EC-021 EROSION CONTROL GENERAL NOTES
N.T.S. I I EC-031 SEEDBED PREPERATION
N.T.S.
1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE
FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION
ACTIVITIES ON THIS PROJECT.
2. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE,
ENGINEER, TOWN OF STANLEY AND NCDEQ-LAND QUALITY SECTION REPRESENTATIVE (919-791-4200)
PRIOR TO ANY LAND DISTURBING ACTIVITY ON SITE.
3. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE MUST BE OBTAINED
BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE
ELECTRONIC NOTICE OF INTENT (e-NOI) FORM AT DEQ.NC.GOV/NCGO1. PLEASE NOTE, THE e-NOI FORM
MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE
COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND
ACCESSIBLE DURING INSPECTION.
4. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC
PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE
PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT).
A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT.
5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA
EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
6. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED
REPAIRS SHALL BE MADE IMMEDIATELY.
7. IF IT IS DETERMINED DURING CONSTRUCTION THAT ANY SEDIMENT IS LEAVING THE SITE, DESPITE PROPER
IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE
ACTION. CONTACT OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED.
8. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN DAYS SPECIFIED BY THE
NPDES GENERAL PERMIT STABILIZATION REQUIREMENTS AFTER COMPLETION OF ANY PHASE OF GRADING.
SEEDING SHALL BE IN ACCORDANCE WITH EC-06 AND EC-07 ON THIS SHEET.
9. MAINTAIN A COPY OF THE LETTER OF PLAN APPROVAL ON SITE FOR SEDIMENTATION AND EROSION
CONTROL FROM NCDEQ-LAND QUALITY SECTION AS WELL AS THE PREVIOUS 30 DAYS OF SELF
INSPECTION RECORDS, RAIN GAUGE, APPROVAL CERTIFICATE/LETTER, APPROVED PLAN, NPDES PERMIT,
AND ANY 401/404 DOCUMENTATION. THESE ITEMS SHOULD BE LOCATED NEAR THE MAIN CONSTRUCTION
ENTRANCE. COORDINATE WITH THE INSPECTOR IF AN ALTERNATIVE LOCATION IS PREFERRED. ADDITIONAL
INFORMATION AND A LINK TO THE NCGO1 COMBINED SELF -MONITORING FORM CAN BE FOUND AT:
HTTPS: //DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-
RESOURCES/ENERGY-MINERAL- LAN D- PERM ITS/STORMWATER-
PERMITS/CONSTRUCTION-SW.
10. CONTRACTOR TO POST CITY GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES.
11. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING
INSTALLATION OF EROSION CONTROL MEASURES, STORM SEWER PIPES AND UNDERGROUND UTILITY LINES.
CONTRACTOR IS TO CALL 1-800-632-4949 FOR "NC ONE CALL" OR "811" TO HAVE EXISTING UTILITIES
LOCATED.
12. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, EASEMENTS, STREAM
BUFFERS, TREE PROTECTION AREAS AND LIMITS OF DISTURBANCE PRIOR TO LAND DISTURBING ACTIVITIES.
13. INSTALL TEMPORARY SILT FENCE AND OTHER MEASURES AS SHOWN ON PLANS. SILT FENCE SHOULD BE
INSTALLED ON ALL DOWNSLOPE PORTIONS OF THE DISTURBED AREA. SILT FENCE SHOULD NOT BE
INSTALLED ON THE HIGH SIDE OF THE DISTURBANCE AREA (TREE PROTECTION FENCING IS AN
ACCEPTABLE ALTERNATIVE IF DESIRED). SILT FENCE OUTLETS SHOULD BE INSTALLED AT ALL LOW SPOTS
AND ANYWHERE WATER IS POOLING. SILT FENCE AND OUTLET LOCATIONS MAY VARY FROM THE APPROVED
PLANS PER SITE CONDITIONS. CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL
BORROW/STOCKPILE/WASTE AREAS, ALL LAYOUT/STAGING AREAS, AND ALONG EITHER SIDE OF ALL
TEMPORARY CONSTRUCTION ACCESS ROADS/CORRIDORS.
14. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES AS SHOWN AND DETAILED IN THESE PLANS.
CONTRACTOR TO PHASE THE OVERALL EROSION CONTROL BASED ON INSTALLATION OF THE SEWER LINE.
CONTRACTOR TO COORDINATE THE EROSION CONTROL INSTALLATION WITH THE TOWN OF STANLEY AND
NCDEQ.
15. CONTRACTOR TO REFER TO THE STREAM CROSSING DETAILS (EC-08) AS REQUIRED DURING THE
INSTALLATION OF THE SEWER LINE. AT ALL STREAM CROSSINGS, CONTRACTOR SHALL ADHERE TO THE
FOLLOWING SEQUENCE:
15.1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
EC-061 TEMPORARY SEEDING SCHEDULE
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SPECIES: RATE (lb/acre):
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN 50
PIEDMONT & COASTAL PLAIN,
KOREAN IN MOUNTAINS)
l�I�t\�I�l�l_\ic y» ]* i���la����l�l:�i�[�P►<ititl��lYil:\3'tKi1�l2:i6�N�ili>♦*:il��l�>• 3 tQ1p]Mjf1Z12
SEEDING DATES:
MOUNTAINS (ABOVE 2,500'): FEB. 15 - MAY 15
(BELOW 2,500'): FEB. 1 - MAY 1
15.2. INSTALL UP -STREAM COFFER DAM, COMPLETE WORK IN DRY AREAS, RESTORE STREAM, AND REMOVE
UP -STREAM COFFERDAM.
15.3. INSTALL DOWN -STREAM COFFER DAM, COMPLETE WORK IN DRY AREAS, RESTORE STREAM, AND
REMOVE DOWN -STREAM COFFERDAM.
15.4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
15.5. STREAM BANKS MUST BE STABILIZED AT THE END OF EACH DAY.
15.6. CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NEEDED DURING STREAM
CROSSINGS. CONTRACTOR TO MINIMIZE THE IMPACTS TO STREAMS DURING INSTALLATION.
16. OPEN TRENCH, INSTALL SANITARY SEWER AND BACKFILL TRENCH DAILY. WHEN BACKFILLING THESE AREAS,
STABILIZATION SHALL BE INSTALLED PER DETAIL EC-16.
17. CONTRACTOR IS TO DEWATER THE OPENED TRENCH DAILY AS NEEDED BUT AT A MINIMUM AFTER EVERY
RAINFALL EVENT. REFER TO DETAIL EC26 FOR DEWATERING CONSTRUCTION SPECIFICATIONS AND
REQUIREMENTS.
18. CONTRACTOR TO STABILIZE STREAM BANKS PER DETAIL EC-09.
19. THE CONTRACTOR SHALL STABILIZE STREAM CROSSINGS AT THE TIME OF THE ACTUAL CROSSING.
CONTRACTOR TO UTILIZE EXTREME CAUTION TO ENSURE THESE AREAS ARE STABILIZED AND THAT NO
SEDIMENT ENCROACHES DOWNSTREAM OF THESE CROSSINGS.
20. SPOIL PLACEMENT SHALL BE ON THE UPSTREAM SIDE OF THE TRENCH ONLY. ANY ADDITIONAL
EXCAVATED MATERIAL IS TO HAULED OFF AND DISPOSED OF IN AN APPROVED LANDFILL AT THE
CONTRACTORS EXPENSE.
21. STABILIZE SITE AS TRENCH IS RESTORED TO ORIGINAL GRADE WITH VEGETATION AND/OR PAVING AS
SHOWN ON PLANS. THIS STABILIZATION IS TO BE COMPLETED DAILY.
22. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE EROSION CONTROL (EC)
DETAILS AND TECHNICAL SPECIFICATIONS.
23. ONCE ALL GROUNDCOVER HAS BEEN ESTABLISHED IN A SPECIFIC AREA, THE CONTRACTOR SHALL
CONTACT NCDEQ-LAND QUALITY SECTION AND ENGINEER FOR SITE INSPECTION BEFORE REMOVING ANY
TEMPORARY EROSION CONTROL MEASURES.
24. ONCE AREA HAS BEEN APPROVED FOR REMOVAL OF EROSION AND SEDIMENTATION MEASURES,
CONTRACTOR SHALL REMOVE THESE MEASURES AND INSTALL PERMANENT SEEDING PER DETAIL EC-07.
25. AFTER THE ENTIRE SITE IS COMPLETELY STABILIZED, CONTRACTOR SHALL REQUEST PERMISSION FROM
NCDEQ-LAND QUALITY SECTION AND ENGINEER TO REMOVE ALL TEMPORARY MEASURES. ONCE APPROVAL
IS GIVEN, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION AS REQUIRED AND
ON ANY RESULTING BARE AREAS. REPAIR ANY AREAS DISTURBED DURING REMOVAL.
N.T.S.
PIEDMONT: JAN. 1 - MAY 1
COASTAL PLAIN: DEC. 1 - APR. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER.
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
ZT*614 ,. 2►I11>_1ITO1:1
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SPECIES: RATE (lb/acre):
RYE (GRAIN) 120
SEEDING DATES:
MOUNTAINS: AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT: AUG. 15 - DEC. 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL. IF CRIMPING IS TO BE USED, INSTALL 1/2 OF THE MULCH, THEN CRIMP, AND INTSALL THE OTHER 1/2 OF MULCH ON TOP.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 lb/acre OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 lb/acre KOBE (PIEDMONT
AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE:
SPECIES: RATE (lb/acre):
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 lb/acre.
SEEDING DATES:
MOUNTAINS
PIEDMONT:
COASTAL PLAIN:
MAY 15 - AUG. 15
MAY 1 - AUG. 15
APR. 15 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL. IF CRIMPING IS TO BE USED, INSTALL 1/2 OF THE MULCH, THEN CRIMP, AND INTALL THE OTHER 1/2 OF MULCH ON TOP.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
REV.NO. DESCRIPTION DATE
0 FINAL DESIGN - ISSUED FOR CONSTRUCTION 2023.01.27
A FINAL DESIGN - FOR REVIEW - NOT FOR CONSTRUCTION 2022.11.29
REVISIONS
1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND
SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BE
MADE IMMEDIATELY.
3. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED NECESSARY BY EITHER
THE ENGINEER OR ENVIRONMENTAL INSPECTOR.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE MAINTAINED UNTIL ALL UPGRADE DRAINAGE AREAS HAVE BEEN
STABILIZED WITH THE ESTABLISHMENT OF PERMANENT VEGETATION.
5. DUST ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF OILS AND OTHER
PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS STRICTLY PROHIBITED.
6. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC BY CONSTRUCTION ENTRANCES,
CONTRACTOR SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT SHALL BE
INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED OFFSITE. RINSE -OFF WILL NOT BE
ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS.
7. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 1-FOOT DEEP.
8. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3:1.
9. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. ANY HARDENED CONCRETE RESIDUE WILL BE
DISPOSED OF, OR RECYCLED OFF SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTE REGULATIONS.
10. ALL SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
PER THE STABILIZATION TIMEFRAMES DETAILED IN THESE PLANS. (REFER TO DETAIL EC-3.1). REFER TO EROSION CONTROL
DETAILS FOR ADDITIONAL REQUIREMENTS.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FOR ANY BORROW AND/OR SPOIL AREAS OR DISTURBED
AREAS NOT SHOWN ON THESE PLANS. THIS SHALL INCLUDE ALL COST ASSOCIATED WITH OBTAINING PERMIT.
12. CONTRACTOR SHALL FOLLOW EROSION CONTROL CONSTRUCTION SEQUENCE UNLESS GIVEN WRITTEN APPROVAL FROM
ENGINEER FOR VARIANCE.
13. LIMITS OF DISTURBANCE SHALL BE PHASED THROUGHOUT THE PROJECT SITE. DISTURBANCE TIMEFRAMES FOR TEMPORARY
STREAM AND WETLAND CROSSINGS ARE TO BE MINIMIZED. CONTRACTOR TO COORDINATE THE DISTURBANCE LENGTH WITH
THE CITY OF DURHAM AND NCDEQ.
14. IF RIP -RAP IS NOT REQUIRED AND STRAW WITH TACK LINER IS TO BE USED, WATER COURSE SHALL BE SEEDED PER SIDE
DITCH SEEDING SCHEDULE DETAIL USING SEEDBED PREPARATION SCHEDULE DETAIL.
15. TOTAL DISTURBED AREA IS 16.37 ACRES.
16. IN AREAS WHERE RIP -RAP IS TO BE INSTALLED, THE CONTRACTOR IS TO INSTALL PER DETAIL EC-12.
17. WOODMAT SHALL HAVE SIDE PANELS TO PREVENT MATERIAL FROM FALLING OFF THE SIDES AND INTO THE STREAM.
18.IN SOME CASES A WATER BAR ABOVE STREAM CROSSING MAY BE NEEDED TO PREVENT RUNOFF ON THE CONSTRUCTION
ENTRANCE FLOWING DOWN TO THE STREAM.
19. ALL WORK WITHIN BUFFERS AND WETLANDS SHALL BE STABILIZED AT THE END OF EACH WORK DAY (COVER STOCKPILES
WITH MATTING/TARPS, SEED/MULCH, ETC)
20. COMPOST SOCK MAY BE SUBSTITUTED FOR SILT FENCE OUTLET GRAVEL, SLOPE BREAKS, CHECK DAMS AND INLET
PROTECTION. THE COMPOST SOCK MUST BE INSTALLED PER MANUFACTURER SPECIFICATIONS. THEY MUST BE SIZED TO
PREVENT OVERTOPPING. FOR SILT FENCE OUTLETS, THE INSTALLED HEIGHT CAN BE NO LESS THAN 16 INCHES. WATTLES,
COIR LOGS, FILTER LOGS, ETC. ARE NOT ACCEPTABLE FOR THESE USES.
21. UTILIZE SILT FENCE J-HOOKS AT SILT FENCE OUTLET LOCATIONS IN WHICH THE RUNOFF FLOW DIRECTION IS PARALLEL TO
THE OUTLET. THIS WILL HELP PREVENT OUTLET BYPASS AND REDUCE RUNOFF ALONG THE SILT FENCE.
22. PLACE A LAYER OF SAND, SCREENINGS OR FINES ON PAVED SURFACES PRIOR TO DEPOSITION OF EXCAVATED MATERIALS.
THESE AREAS ARE TO BE WITHIN THE PERMITTED LIMITS OF DISTURBANCE.
EC-071 PERMANENT SEEDING SCHEDULE
SPECIES: RATE (lb/acre):
TALL FESCUE 300
KOBE LESPEDEZA 40
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 lb/acre GERMAN MILLET OR 15 lb/acre SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 Ib/ac RYE (GRAIN)
0iAA011►Lem BLA1*3
BEST: POSSIBLE:
FALL AUG. 15 - SEPT. 15 AUG. 20 - OCT. 25
LATE WINTER: FEB. 15 - MAR. 21 FEB. 1 - APR. 15.
FALL IS BEST FOR TALL FESCUE AND LATER WINTER FOR LESPEDEZAS. OVERSEEDING OF DOBE
LESPEDEZA OVER.
FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre),
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE
OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED
AREAS IMMEDIATELY.
RECOMMENDATIONS FOR GRASS -LINED CHANNELS
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
TALL FESCUE 300
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 lb/acre SUDANGRASS OR 15 lb/acre GERMAN MILLET.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 Ib/ac RYE (GRAIN)
SEEDING DATES:
BEST: AUG. 25 - OCT.
POSSIBLE: FEB. - APR. 15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40 lb/acre
RYE GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 1,000 lb/acre 10-10-10 FERTILIZER
MULCH:
USE ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF THE CHANNELS AND
DITCHES, AND STAPLE SECURELY. THE LINING SHOULD EXTEND TO THE TOP OF BANK. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY
LININGS, APPLY 4,000 lb/acre GRAIN STRAW, AND ANCHOR STRAW BY STAPLING NETTING OVER
THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY
CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR;
USE SOIL TESTS OR APPLY 150 lb/acre 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4
INCHES.
v
v MWW&CMED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, WHERE REQUIRED.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE EC-4).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEE EC-4 FOR PERMANENT SEEDING SCHEDULE.
7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
8. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
DAMAGED REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
EC-04I SOIL STOCKPILE MAINTENANCE REQUIREMENTS
N.T.S.
1. EXCAVATED MATERIAL FROM TRENCHES ARE TO BE PLACED ON THE UPSTREAM SIDE OF THE TRENCH. NO ADDITIONAL "STOCKPILE" AREAS ARE TO BE
UTILIZED OUTSIDE OF THE EXISTING LIMITS OF DISTURBANCE.
2. SEEDING OR COVERING OF STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE
TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDER THE PLASTIC.
3. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILES) ARE IN USE.
4. STOCKPILE HEIGHT SHALL NOT EXCEED 10 FEE TALL.
5. STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
EC-051 ZONE 1 RIPARIAN BUFFER RESTORATION NOTES
N.T.S.
WITHIN AREAS THAT WILL BE TEMPORARILY DISTURBED, THE APPLICANT WILL BE RESPONSIBLE FOR FULFILLING THE FOLLOWING REQUIREMENTS:
1. TWO DIFFERENT NATIVE TREE, SHRUB, OR FOREST SPECIES SHALL BE PLANTED IN ALL TEMPORARILY DISTURBED ZONE 1 RIPARIAN BUFFER AREAS AT A
DENSITY TO PROVIDE 260 TREES PER ACRE AT MATURITY.
2. TREE PLANTING DENSITY SHALL BE APPROXIMATELY 436 (10 X 10 TREE SPACING) TO 681 (8 X 8 TREE SPACING) TREES PER ACRE.
3. ESTIMATED CONSTRUCTION START DATE IS JUNE 2020 AND ESTIMATED CONSTRUCTION COMPLETION DATE IS MARCH 2O22. RESTORATION OF TREES,
SHRUBS, AND FOREST SHALL BE COMPLETED BY THE FIRST SUBSEQUENT PLANTING SEASON, BETWEEN NOVEMBER 1ST AND MARCH 30TH.
4. A ONE-TIME FERTILIZATION OF TREES WILL OCCUR, SHOULD FERTILIZATION BE NECESSARY BASED ON GROWTH.
5. A VISUAL MONITORING REPORT OF THE RESTORED AREAS IS REQUIRED AT A MINIMUM OF QUARTERLY FOR THE FIRST YEAR AND THEN ANNUALLY UNTIL THE
SITE IS STABLE AND VEGETATION IS SUCCESSFUL. VEGETATION SUCCESS IS DEFINED AS A TREE DENSITY SUFFICIENT TO PROVIDE 260 TREES PER ACRE AT
MATURITY.
N.T.S.
RECOMENDATIONS FOR RIPARIAN BUFFERS AND WETLANDS
SEEDING MIXTURE:
RECOMMENDED APPLICATION RATE: 20-25 LBS. PER ACRE
SPECIES
COMMON NAME
PERCENT
LYMUS VIRGINICUS
IRGINIA WILD RYE
15
ANICUM VIRGATUM
WITCHGRASS
15
GROSTIS STOLONIFERA
REEPING BENTGRASS
1EER
10
UDBECKIA HIRTA
LACK -EYED SUSAN
10
OREOPSIS LANCEOLATA
OREOPSIS
10
ANICUM CLANDESTINUM
TONGUE
10
NDROPOGON GERARDI
31G BLUESTEM
5
UNCUS EFUSUS
SOFTRUSH
5
CHINOCHLOA MURICATA
kWNED BARNYARD GRASS
5
CHIZACHYRIUM SCOPARIUM
ITTLE BLUESTEM
5
ORGHASTRUM NUTANS
NDIAN GRASS
5
RIPSACUM DACTYLOIDES
IGAMMA
5
AS SPECIFIED BY MELLOW MARSH IN SILER CITY OR APPROVED EQUAL.
SEEDING DATES:
BEST: MAR. 1 - MAY 1
POSSIBLE: OCT. - FEB.
NO SEEDING FROM JUNE TO SEPTEMBER.
SOIL AMENDMENTS:
CONTRACTOR TO WORK COMPOST INTO THE SOILS SURFACE AT A MINIMUM OF 2 INCHES.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 1,500 lb/acre GROUND AGRICULTURAL LIMESTONE.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. MOWING IN AUGUST - SEPTEMBER ONLY TO HELP DISPERSE SEEDS.
40TES:
SEE NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING DESIGN
MANUAL SECTION 6.11 FOR ADDITIONAL PERMANENT SEEDING OPTIONS.
L IF CRIMPING IS TO BE USED, INSTALL 1/2 OF THE MULCH, THEN
CRIMP, AND INSTALL THE OTHER 1/2 OF MULCH ON TOP.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
DETAILS
EROSION & SEDIMENT CONTROL DETAILS -
2
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
AWB
DESIGNED
AWB
CHECKED
NRD
PROJ. MGR.
ZMT
SCALE
E C 0 2
HORIZONTAL:
1"=40'
DRAWING NUMBER
VERTICAL:
0
1"=4'
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\001 1 \ENG\80-DRAWINGS\DETAILS\EROSIONCONTROLDETAILS.DWG 02/03/2023 1 4:43:33 ANDREW BRANCH

* NOTE:
CONTRACTOR MAY USE INTERMEDIATE
COFFER DAM ALONG STREAM ALIGNMENT
TO ALLOW PHASED CROSSING w/A
MAXIMUM OF 2 SEPARATE BYPASS
PHASES.
SILT BAG OR OTHER
SEDIMENT FILTER DEVICE
TEMPORARY RIPRAP
CONSTRUCTION ENTRANCE
SF -SS SSF
J p
a�
Q U
U �
LJofU)
w�Z
U Z J
QOa-
m C)
Of L W
�OD-
o�U)
0
Ma
X �
a
�o
AS
�mfl
SF
-JS-ASS S LI
NEW SANITARY SEWER LINE
SILT FENCE OUTLET TO BE
PLACED ON THE DOWNSTREAM
SIDE OF CROSSING (TYP.)
(REFER TO DETAIL EC-13)
- LOD'r
\ CC
s
sT1
\ OOCXE&00\.
.S \ i-
�`�
COFFER DAM
(SEE DETAIL EC-14)
(TYP. AT EACH SIDE
OF DISTURBED
LIMITS)
1d
-STREAM TOP OF BANK (TYP.)
-INTERMEDIATE COFFER DAM
(SEE NOTE *)
-WOODMAT TEMPORARY CROSSING
(SEE DETAIL EC-13)
-DOUBLE ROW HIGH HAZARD SILT
FENCE AS SHOWN ON PLANS
SF
SSF SSSF
SILT FENCE SHALL BE PLACED ALONG
TOP OF BANK AFTER INSTALLATION
OF SANITARY SEWER AND DURING
NON -CONSTRUCTION WORK HOURS.
STREAM PUMP AROUND. OUTLET
TO DISCHARGE ON SANDBAG OR
RIPRAP DISSIPATION.
(REFER TO DETAILS EC-10 AND
EC-1 5)
CONSTRUCTION SPECIFICATIONS:
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A MINIMUM.
2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STREAM.
3. KEEP STREAM CROSSING AT RIGHT ANGLES TO THE STREAM FLOW.
4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FEET. RAISE BRIDGE
ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1 FOOT ABOVE THE ADJOINING APPROACH SECTIONS TO PREVENT EROSION
FROM SURFACE RUNOFF AND TO ALLOW FLOOD FLOWS TO PASS AROUND THE STRUCTURE.
5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW AREAS, WITH RIPRAP OR
OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE IN -PLACE SOIL.
6. ENSURE THAT BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE ARE STABLE BEFORE DIVERTING THE
STREAM. UPON COMPLETION OF THE CROSSING, FILL, COMPACT, AND STABILIZE THE BYPASS CHANNEL APPROPRIATELY.
7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. RESTORE THE STREAM
CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE ALL DISTURBED AREAS.
8. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF THE AREA.
MAINTENANCE•
1. INSPECT TEMPORARY STREAM CROSSINGS AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN CHANNEL,
EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO
PREVENT FURTHER DAMAGE TO THE INSTALLATION.
IMPLEMENTATION SEQUENCE:
SEDIMENT CONTROL MEASURES, PUMP -AROUND PRACTICES FOR STREAM CROSSINGS, AND ASSOCIATED CONSTRUCTION
SHALL BE COMPLETED IN THE FOLLOWING SEQUENCE (REFER TO DETAIL).
1. THE INTENT OF THIS CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE FOR
CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS
PROJECT.
2. CONTRACTOR TO INSTALL SUPER SILT FENCE AND SILT FENCE OUTLETS PER THE PLANS.
3. PUMP AROUND DEVICES SHALL BE INSTALLED PER THE IMPLEMENTATION SEQUENCE SHOWN ON DETAIL EC-10.
4. WOODMATS SHALL BE INSTALLED PER DETAIL EC-12.
5. ONCE THE TEMPORARY PUMP AROUND HAS BEEN INSTALLED, THE CONTRACTOR SHALL INSTALL THE SEWER LINE AS
SHOWN IN THESE PLANS.
6. CONTRACTOR TO MAINTAIN THE PUMP AROUND AT EACH STREAM CROSSING TO PREVENT ANY SEDIMENT FROM
LEAVING THE WORK AREA.
7. ONCE THE INSTALLATION OF THE SEWER LINE HAS BEEN INSTALLED AT A STREAM CROSSING, THE CONTRACTOR IS TO
RESTORE THE STREAM AND BANKS TO PRE -CONSTRUCTION GROUND ELEVATIONS.
8. THE CONTRACTOR IS TO STABILIZE THE SLOPES PER DETAIL EC-09 AND THE PROJECT SPECIFICATIONS. CONTRACTOR
SHALL ESTABLISH STABILIZED GROUNDCOVER WITHIN 7 DAYS WITHIN RIPARIAN BUFFER ZONES.
�EC-081 TEMPORARY STREAM CROSSING
N.T.S.
CONSTRUCTION SPECIFICATIONS:
1. EVEN IF PROPERLY DESIGNED, IF NOT PROPERLY INSTALLED, RECP'S WILL PROBABLY NOT FUNCTION AS DESIRED.
PROPER INSTALLATION IS IMPERATIVE. EVEN IF PROPERLY INSTALLED, IF NOT PROPERLY TIMED AND NOURISHED,
VEGETATION WILL PROBABLY NOT GROW AS DESIRED. PROPER SEED/VEGETATION SELECTION IS ALSO IMPERATIVE.
2. GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS SMOOTH AND LOOSE. WHEN SEEDING PRIOR
TO INSTALLATION, FOLLOWING THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS, AND SEEDING IN SURFACE
STABILIZATION, 6.1. ALL GULLIES, RILLS, AND ANY OTHER DISTURBED AREAS MUST BE FINE GRADED PRIOR TO
INSTALLATION. SPREAD SEED BEFORE RECP INSTALLATION. (IMPORTANT: REMOVE ALL LARGE ROCKS, DIRT CLODS,
STUMPS, ROOTS, GRASS CLUMPS, TRASH, AND OTHER OBSTRUCTIONS FROM THE SOIL SURFACE TO ALLOW FOR
DIRECT CONTACT BETWEEN SOIL SURFACE AND THE RECP.)
3. TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND INTERMITTENT TRENCHES MUST BE CONSTRUCTED
ACROSS CHANNELS AT 25-FOOT INTERVALS. TERMINAL ANCHOR TRENCHES SHOULD BE A MINIMUM OF 12 INCHES IN
DEPTH AND 6 INCHES IN WIDTH, WHILE INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP AND 6 INCHES WIDE.
4. INSTALLATION FOR SLOPES - PLACE THE RECPS 2-3 FEET OVER TOP OF THE SLOPE AND INTO AN EXCAVATED END
TRENCH MEASURING APPROXIMATELY 12 INCHES DEEP BY 6 INCHES WIDE. PIN THE RECP AT 1 FOOT INTERVALS
ALONG THE BOTTOM OF THE TRENCH, BACKFILL, AND COMPACT. UNROLL THE RECP DOWN (OR ALONG) THE SLOPE
MAINTAINING DIRECT CONTACT BETWEEN THE SOIL AND RECP. OVERLAP ADJACENT ROLLS A MINIMUM OF 3 INCHES.
PIN THE RECP TO THE GROUND USING STAPLES OR PINS IN A 3 FOOT CENTER -TO -CENTER PATTERN. LESS
FREQUENT STAPLING/PINNING IS ACCEPTABLE ON MODERATE SLOPES.
5. INSTALLATION IN CHANNELS - EXCAVATE TERMINAL TRENCHES (12 INCHES DEEP AND 6 INCHES WIDE) ACROSS THE
CHANNEL AT THE UPPER AND LOWER END OF THE LINED CHANNEL SECTIONS. AT 25-FOOT INTERVALS ALONG THE
CHANNEL, ANCHOR THE RECP ACROSS THE CHANNEL EITHER IN 6 INCH BY 6 INCH TRENCHES OR BY INSTALLING TWO
CLOSELY SPACED ROWS OF ANCHORS. EXCAVATE LONGITUDINAL TRENCHES 6 INCHES DEEP AND WIDE ALONG
CHANNEL EDGES (ABOVE WATER LINE) IN WHICH TO BURY THE OUTSIDE RECP EDGES. PLACE THE FIRST RECP IN THE
TERMINAL TRENCH AND PINE IT AT 1 FOOT INTERVALS ALONG THE BOTTOM OF THE TRENCH.
NOTE: THE RECP SHOULD BE PLACED UPSIDE DOWN IN THE TRENCH WITH THE ROLL ON THE DOWNSTREAM SIDE
OF THE BENCH.
6. ONCE PINNED AND BACKFILLED, THE RECP IS DEPLOYED BY WRAPPING OVER THE TOP OF THE TRENCH AND
UNROLLING UPSTREAM. IF THE CHANNEL IS WIDER THAN THE PROVIDED ROLLS, PLACE ENDS OF ADJACENT ROLLS IN
THE TERMINAL TRENCH, OVERLAPPING THE ADJACENT ROLLS A MINIMUM OF 3 INCHES. PIN AT 1 FOOT INTERVALS,
BACKFILL, AND COMPACT. UNROLL THE RECP IN THE UPSTREAM DIRECTION UNTIL REACHING THE FIRST INTERMITTENT
TRENCH. FOLD THE RECP BACK OVER ITSELF, POSITIONING THE ROLL ON THE DOWNSTREAM SIDE OF THE TRENCH,
AND ALLOWING THE MAT TO CONFORM TO THE TRENCH.
7. THEN PIN THE RECP (TWO LAYERS) TO THE BOTTOM OF THE TRENCH, BACKFILL, AND COMPACT. CONTINUE UP THE
CHANNEL (WRAPPING OVER THE TOP OF THE INTERMITTENT TRENCH) REPEATING THIS STEP AT OTHER INTERMITTENT
TRENCHES, UNTIL REACHING THE UPPER TERMINAL TRENCH.
8. AT THE UPPER TERMINAL TRENCH, ALLOW THE RECP TO CONFORM TO THE TRENCH, SECURE WITH PINES OR STAPLES,
BACKFILL, COMPACT AND THEN BRING THE MAT BACK OVER THE TOP OF THE TRENCH AND ONTO THE EXISTING MAT
(2 TO 3 FEET OVERLAP IN THE DOWNSTREAM DIRECTION), AND PIN AT 1 FOOT INTERVALS ACROSS THE RECP. WHEN
STARTING INSTALLATION OF A NEW ROLL, BEGIN IN A TRENCH OR SHINGLE -LAP ENDS OF ROLLS A MINIMUM OF 1
FOOT WITH UPSTREAM RECP ON TOP TO PREVENT UPLIFTING. PLACE THE OUTSIDE EDGES OF THE RECP(S) IN
LONGITUDINAL TRENCHES, PIN, BACKFILL, AND COMPACT.
9. ANCHORING DEVICES - 11 GAUGE, AT LEAST 6 INCHES LENGTH BY 1 INCH WIDTH STAPLES OR 12 INCH MINIMUM
LENGTH WOODEN STAKES ARE RECOMMENDED FOR ANCHORING THE RECP TO THE GROUND. IN LOOSE SOIL
CONDITIONS, THE USE OF STAPLE/STAKE LENGTHS GREATER THAN 6"/12" MAY BE NECESSARY TO PROPERLY SECURE
THE RECPS. WHEN USING THE DOT SYSTEMT"" STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE
COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
10. DRIVE STAPLES OR PINS SO THAT THE TOP OF THE STAPLE OR PIN IS FLUSH WITH THE GROUND SURFACE. ANCHOR
EACH RECP EVERY 3 FEET ALONG ITS CENTER. LONGITUDINAL OVERLAPS MUST BE SUFFICIENT TO ACCOMMODATE A
ROW OF ANCHORS AND UNIFORM ALONG THE ENTIRE LENGTH OF OVERLAP AND ANCHORED EVERY 3 FEET ALONG THE
OVERLAP LENGTH. ROLL ENDS MAY BE SPLICED BY OVERLAPPING 1 FOOT (IN THE DIRECTION OF WATER FLOW), WITH
THE UPSTREAM/UPSLOPE MAT PLACED ON TOP OF THE DOWNSTREAM/DOWN SLOP RECP. THIS OVERLAP SHOULD BE
ANCHORED AT 1 FOOT SPACING ACROSS THE RECP. WHEN INSTALLING MULTIPLE WIDTH MATS HEAT SEAMED IN THE
FACTORY, ALL FACTORY SEAMS AND FIELD OVERLAPS SHOULD BE SIMILARLY ANCHORED.
MAINTENANCE:
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED
AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA
PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
6. STABILIZATION NOTE: STABILIZED GROUND COVER MUST BE ESTABLISHED WITHIN 7 DAYS IN AREAS WHERE SLOPES
ARE STEEPER THAN 3:1.
EC-09 TEMPORARY SLOPE STABILIZATION N.T.S.
11.
BRIDGEMAT SHALL 25-FT MINIMUM
I
BE INSTALLED TO
SILT FENCE
INSTALLATION NOTES:
HAVE A SOLID DECK
(TYPICAL)
1. REFER TO "NORTH CAROLINA DIVISION OF FOREST
SUCH THAT THERE
° ° o'o
RESOURCES" LITERATURE, INSTALLATION MAINTENANCE
IS NO SPACE
o
,
GUIDELINES, & "NORTH CAROLINA FORESTRY BMP
BETWEEN PLANKS
MANUAL-2006".
6" LIP
a
2. INSTALL WATER DIVERSION DEVICES (WATER BARS,
MINIMUM
I
TURNOUTS, BROAD -BASED DIPS, ETC.) ON BOTH SIDES OF
ANC OR BRIDGEMAT
A
AN
THE MATS.
A TREE,
3. STABILIZE EXPOSED MINERAL SOIL WITH TREE TOPS OR
OTHER PERMANENT
BRUSH DURING MAT INSTALLATION, AND SEEDING/MULCH
OBJECT WITH
AFTER MAT REMOVAL.
SUFFICIENT
4. INSTALL MATS TO CREATE A MINIMUM TEN FOOT BRIDGE
1
STRENGTH, USING
WIDTH.
1
STEEL CHAIN OR
5. INCLUDE COARSE AGGREGATE ON THE APPROACHWAY FOR
1
CABLE.
A MINIMUM OF 25 FEET AND SILT FENCE ALONG
1
f� <<
STREAMBANKS ADJACENT TO CROSSING FOR A MINIMUM
OF 25 FEET.
MgANf<
f
ao GF,��
O/
STREA
4
MAINTENANCE NOTES:
1 KEEP MATS' SURFACE FREE MINERAL SOIL AND
OSTREAM.
.
DEBRIS THAT COULD ENTER TREAM
2. PERIODICALLY CHECK MAT HARDWARE; RETIGHTEN NUTS
& CABLE CLAMPS AS NECESSARY TO MAINTAIN BRIDGE
STRENGTH AND INTEGRITY.
PERSPECTIVE VIEW r
3. IMMEDIATELY REMOVE ANY DEBRIS WHICH ENTERS THE
AGGREGATE APPROACHWAY
STREAM AT THE CROSSING LOCATION.
2"-3" SURGE STONE OR
RAILROAD BALLAST
REMOVAL NOTES:
1. CLEAN OFF BRIDGE SURFACE.
1 /4 SUPPORTED 1 /4 SUPPORTED
2. REMOVE MATS BY USING MAT CABLE LOOP OR SKIDDER
MINIMUM 6" LIP
GRAPPLE.
3. PERMANENTLY STABILIZE DISTURBED PORTIONS OF
STREAMBANK AND APPROACH ROADS WITH PERENNIAL
SURFACE FLOW
BRIDGEMAT
SURFACE FLOW
GRASSES/MULCH (OR WETLAND MIX WHEN APPLICABLE).
DIVERSION
DIVERSION
4. LEAVE APPROPRIATE WATER DIVERSION STRUCTURES IN
PLACE ON BOTH SIDES OF STREAM.
• • • • •
5. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL
"' III�IIImP-
CROSS-SECTION, AND SMOOTH AND APPROPRIATELY
STABILIZE ALL DISTURBED AREAS.
STREAM ORIGINAL
STREAMBANK
SIDE VIEW
EC-12
TIMBER
MATTING FOR TEMP. WETLAND/STREAM CROSSING N.T.S.
REV.NO. DESCRIPTION DATE
0 FINAL DESIGN - ISSUED FOR CONSTRUCTION 2023.01.27
A FINAL DESIGN - FOR REVIEW - NOT FOR CONSTRUCTION 2022.11.29
REVISIONS
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
INTERMEDIATE COFFER
DAM (SEE NOTE 6) CONTRACTOR TO
PUMPS SHOULD DISCHARGE PROVIDE DEWATERING
ONTO A STABLE VELOCITY PUMP IN TRENCH.
DISSIPATOR MADE OF RIP
T-
RAP OR SANDBAGS
LIMITS OF
DISTURBANCE _ _ . _ , r . _
(TYP.)
FLOW
i
000000000001
SEDIMENT CONTAINMENT�I ^r
COFFER DAM
(SEE DETAIL EC-14) WORK AREA WIDTH NOT TO EXEED
CONSTRUCTION LIMITS SHOWN ON PLANS
SEDIMENT FILTER
PLAN VIEW
STREAM DIVERSION PUMPS
CLEAN WATER COFFER DAM
(SEE DETAIL EC-14)
INTAKE HOSE W/ INLET SCREEN
FLOW
SUMP -HOLE OR POOL
- TOP OF BANK (TYP.)
PUMP -AROUND PRACTICE:
TEMPORARY MEASURE FOR DEWATERING STREAM CROSSING SITES.
DESCRIPTION:
THE WORK SHALL CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING
MEASURES TO DIVERT FLOW AROUND CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE
FOR SIZING PUMPS TO ENSURE ADEQUATE CAPACITY TO KEEP FLOW FROM ENTERING WORK
AREA.
IMPLEMENTATION SEQUENCE:
SEDIMENT CONTROL MEASURES, PUMP -AROUND PRACTICES, AND ASSOCIATED CONSTRUCTION
SHALL BE COMPLETED IN THE FOLLOWING SEQUENCE (REFER TO DETAIL).
1. COFFER DAMS SHALL BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON
THE PLANS (REFER TO DETAIL EC-12), AND WATER ON THE UPSIDE OF THE DAM AREA
SHALL BE PUMPED AROUND THE WORK AREA.
2. THE DIVERSION PUMPS SHALL DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF
RIP -RAP OR SANDBAGS.
3. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE
SUCH AS A TEMPORARY WOOD CHIP DEWATERING BASIN, SILT BAG OR OTHER APPROVED
SEDIMENT FILTERING MEASURE (REFER TO DETAIL EC-16).
4. AFTER THE SANITARY SEWER IS INSTALLED AND THE SLOPES HAVE BEEN STABILIZED, THE
PUMP INTAKE HOSES, DISSIPATOR PADS AND FILTER MEASURES SHALL BE REMOVED AND
THEN THE COFFER DAMS SHALL BE REMOVED.
5. A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFALL
WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHALL BE ACCOMPLISHED BY
LOCATING A COFFER DAM AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM
DRAIN OUTFALL AND PUMPING THE STREAM FLOW AROUND THE WORK AREA. THIS
WATER SHALL DISCHARGE ONTO THE SAME VELOCITY DISSIPATER USED FOR THE MAIN
STREAM PUMP AROUND.
6. CONTRACTOR MAY USE INTERMEDIATE COFFER DAM ALONG STREAM ALIGNMENT TO ALLOW
PHASED CROSSING W/A MAXIMUM OF 2 SEPARATE BYPASS PHASES.
EC-101 TEMPORARY PUMP AROUND
TOP OF SILT
FENCE MUST BE
AT LEAST 1'
ABOVE THE TOP
OF THE WASHED
STONE.
FRONT VIEW
4' MIN SILT FENCE
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
PLASTIC OR
In mn WIRE TIES
FENCE FABRIC
ma"m INSTALLED TO SECOND
OWW�����54-0 mamp rum "Op1
;,.
�I I
CONSTRUCTION SPECIFICATIONS:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT
EXCEED 1/4 ACRE AND NEVER IN AREAS OF
CONCENTRATED FLOW
2. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY
WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS
CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461,
WHICH IS SHOWN IN PART IN TABLE 6.62E OF THE
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
3. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET
RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM
OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE
AT A TEMPERATURE RANGE OF 0 TO 120° F.
4. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25
LB/LINEAR FT MINIMUM STEEL WITH A MINIMUM LENGTH OF
5 FEET. MAKE SURE THAT STEEL POSTS HAVE
PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
5. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER
FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND
A MAXIMUM MESH SPACING OF 6 INCHES.
MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,
TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE
IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
* FOR REPAIR OF SILT FENCE
FAILURES, USE No. 57
WASHED STONE.
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
FILL SLOPE
0
CV
Z
M GRADE
n n -
- 8" MINIMUM COVER
I, OVER SKIRT
`'4 - SKIRT TO BE TRENCHED IN, AT
MINIMUM, 8-INCHES VERTICALLY
AND 4-INCHES HORIZONTALLY.
II I
SIDE VIEW
N.T.S. I I EC-111 TEMPORARY SILT FENCE N.T.S.
SKIRT TO BE TRENCHED IN, AT
STEEL POST "---MINIMUM, 8-INCHES VERTICALLY
II AND 4-INCHES HORIZONTALLY.
SET MAX 2'
APART MIN 2' u
INTO SOLID
GROUND
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
2:
8`
BURY WIRE FENCE AND 4
HARDWARE CLOTH
MAINTENANCE:
1. REMOVE SEDIMENT WHEN HALF OF
STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE
DEWATERING.
�EC-1 31 SILT FENCE OUTLET
SECTION VIEW
z
CO �3' FILTER FABRIC APRON
ON GROUND
I�ISKIRT TO BE TRENCHED IN, AT
u MINIMUM, 8-INCHES VERTICALLY
AND 4-INCHES HORIZONTALLY.
PROFILE
HOMES
Autumn Brook Pump Station & Force Main
Proposed Silt Fence with Stone Outlet
Design
SILT FENCE ",/ STONE OUTLET
Total
drainage
area (sf)
Total
drainage
area (ac)
Weir sized
for area
R'eir
length
SILT FENCE WI STONE OUTLET #1
36,219
0.83 ac
0.83 ac
4
SILT FENCE WI STONE OUTLET #2
269,786
6.19 ac
6.19 ac
12
SILT FENCE Wl STONE OUTLET #3
269,786
6.19 ac
6.19 ac
12
SILT FENCE W/ STONE OUTLET #4
43,822
1.01 ac
1.01 ac
6
SILT FENCE WI STONE OUTLET #5
1 8,3571
0.19 ac
1 0.19 ac
1 4
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
DETAILS
EROSION & SEDIMENT CONTROL DETAILS -
3
N.T.S.
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
AWB
DESIGNED
AWB
CHECKED
NRD
PROJ. MGR.
ZMT
SCALE
E C 0 3
HORIZONTAL:
1"=40'
DRAWING NUMBER
VERTICAL:
1"=4'
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\001 1 \ENG\80-DRAWINGS\DETAILS\EROSIONCONTROLDETAILS.DWG 02/03/2023 1 4:43:38 ANDREW BRANCH

POLYETHYLENE MEMBRANE
ON FACE 20 MIL THICK
LIMITS OF
DISTURBANCE
(SEE NOTE 1)
FLOW
Q
0
z
LEVEL WITH TOP OF BANK
OR AS NECESSARY
0 o v
1 0 2' MIN.
1/—CLASS 2 RIP RAP, NJ 1
BARRIER OR OTHER
:
APPROVED MATERIAL (IF SEDIMENT tv
FILTER BAG , ......
' 1 USING RIP -RAP DOWNSTREAM, : ......
SLOPE NO GREATER THAN -- - : ;��
SANDBAGS, CLASS 1 RIP—/
RAP OR OTHER
NON -ERODIBLE MATERIAL
SYNTHETIC FILTER FABRIC
NOTES:
1. CONTRACTOR SHALL INSTALL COFFER DAMS WITH ENOUGH
SEPARATION FROM THE PROJECT CONSTRUCTION LIMITS OF
DISTURBANCE TO PLACE PUMP INTAKE AND DISCHARGE HOSES,
DISSIPATORS AND SEDIMENT FILTER STRUCTURES.
2. TEMPORARY PRE -FABRICATED COFFER DAMS SUCH AS
PORT -A -DAM AND OTHERS MAY BE USED IN SUBSTITUTION TO
THE SANDBAG/RIP-RAP DAM WITH PRIOR APPROVAL BY THE
OWNER AND ENGINEER.
3. TEMPORARY COFFER DAMS BY PORTADAM OR EQUAL SYSTEM ARE
ACCEPTABLE. CONTRACTOR SHALL SUBMIT TO ENGINEER
PROPOSED TEMPORARY COFFER DAM SYSTEM IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS FOR REVIEW AND ACCEPTANCE
PRIOR TO CONSTRUCTION.
2:1)
PIPELINE
SEE PROFILE
FOR ELEVATION
MAINTENANCE:
1. WATERS ADJACENT TO THE BARRIER STRUCTURES
SHOULD BE INSPECTED FOR TURBIDITY ON A
CONTINUOUS BASIS. FIND AND ELIMINATE SOURCES
OF TURBIDITY, OR USE FLOATING SILT CURTAINS TO
PREVENT TURBID WATERS FROM MIGRATING AWAY
FROM THE IMMEDIATE CONSTRUCTION AREA.
2. CLEAR SEDIMENT AND DEBRIS FROM DEWATERING
PUMP INTAKE SCREENS AND FILTERS AS NEEDED.
CLEAN DISCHARGE AREA FILTERS (E.G., FILTER
FABRIC, SILT FENCING, ETC.) AND REMOVE
ACCUMULATED SEDIMENT BEFORE IT RESTRICTS OR
CONSUMES HALF OF THE EFFECTIVE TREATMENT
VOLUME OR STORAGE CAPACITY.
3. REPLACE OR CLEAN FILTER BAGS AS NEEDED.
CONSTRUCTION SPECIFICATIONS:
1. MOBILIZATION AREAS FOR PLACEMENT OR CONSTRUCTION SHOULD BE KEPT AS SMALL AS POSSIBLE TO FACILITATE EROSION
AND SEDIMENT CONTROL AND SHOULD BE PROTECTED WITH DOWNGRADIENT SEDIMENT BARRIERS.
2. PLACEMENT ACTIVITIES SHOULD MINIMIZE VEGETATION REMOVAL AND DISTURBANCE OF ADJACENT AREAS TO THE MAXIMUM
EXTENT PRACTICABLE.
3. WHERE POSSIBLE, USE BARRIER CONTROLS CONSTRUCTED WITHOUT EARTH FILL. ACCEPTABLE COFFER DAM MATERIALS
INCLUDE SAND BAGS, SAND TOTES, JERSEY WALL SECTIONS, COLLAPSIBLE FABRIC MEMBRANE DAMS, WATER FILLED
BAGS/TUBES OR OTHER SUITABLE MATERIALS.
4. EARTH FILL BARRIERS REQUIRE STABILIZATION TO PREVENT EROSION AS BARE SOILS COME INTO CONTACT WITH FLOWING
WATER. STABILIZATION CAN OFTEN BE ACHIEVED BY COVERING BARE AREAS WITH WEEL-SECURED PLASTIC SHEETING.
5. ENSURE THE BARRIER STRUCTURES ARE OF SUFFICIENT HEIGHT TO PREVENT WAVES OR OVERFLOWS FROM FLOODING THE
ENCLOSED WORK AREA.
6. FOR DEWATERING A STREAM REACH, INSTALL BARRIERS AT UPSTREAM AND DOWNSTREAM LOCATIONS. IF USED, STABILIZE
THE BYPASS TRENCH/CHANNEL WITH PLASTIC SHEETING, ROCK, OR OTHER LINER MATERAIL TO PREVENT TURBIDITY
DOWNSTREAM.
7. DEWATERING OF THE ENCLOSURE TYPICALLY REQUIRES SEDIMENT REMOVAL TO ENSURE THAT TURBID WATER IS NOT
DISCHARGED INTO NEARBY WATERBODIES.
8. IF STORED ONSITE, MATERIAL EXCAVATED FROM THE MOBILIZATION SITE, THE ENCLOSURE, OR REMOVED FROM THE
DISCHARGE WATER SHOULD BE PLACED IN STOCKPILES PROTECTED WITH EROSION AND SEDIMENT CONTROL MEASURES, SUCH
AS PLASTIC SHEETING OR TARPAULIN COVERS, DOWNGRADIENT SEDIMENT BARRIERS, TEMPORARY MULCH AND SEED, OR
OTHER MEASURES.
9. UPON COMPLETION OF WORK IN THE BARRIER AREA, DEMOBILIZATION AND BACKFILLING SHOULD OCCUR WITH MINIMAL
ADDITIONAL SOIL DISTURBANCE AND IN A MANNER THAT MINIMIZES TURBIDITY IN THE NEARBY WATERBODY. BACKFILLING WITH
HYDRAULIC DREDGE OR VIA SLURRY APPLICATION SHOULD BE AVOIDED IF POSSIBLE.
EC-141 COFFER DAM
REV.NO. DESCRIPTION DATE
0 FINAL DESIGN - ISSUED FOR CONSTRUCTION 2023.01.27
A FINAL DESIGN - FOR REVIEW - NOT FOR CONSTRUCTION 2022.11.29
REVISIONS
2' MIN.
8" MIN.
FILTER FABRIC
QPr'TInAI A_A
USE #57 STONE TO LEVEL BAG
FROM NATURAL GROUND LINE
SEDIMENT FILTER BAG GENERAL NOTES:
1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR
DAMAGE THE SEDIMENT FILTER BAG WHEN PUMPING.
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG
SHOWN ON THIS DRAWING MAY VARY PER VENDOR SPECIFICATIONS.
THE MINIMUM "FOOTPRINT" OF THE BAG SHALL BE 10 x 15 FEET.
3. SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN
SLEEVE OF SUFFICIENT SIZE TO ACCEPT A MINIMUM 4 INCH
DIAMETER PUMP DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD
BE EXTENDED INTO THIS SLEEVE A MINIMUM OF 6 INCHES AND BE
TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE
MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT
IN THE BAG WILL NOT BE ACCEPTABLE.
4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE
SECURELY TIED OFF DURING DISPOSAL OF THE SEDIMENT FILTER
BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS.
5. SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN
ONE HALF FULL OF SEDIMENT OR IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
10' MIN.
VARIES w/GROUND
SLOPE 2' MIN
1:1 (TYP.)
CONSTRUCTION SPECIFICATIONS:
1. FILTER BAG IS TO BE PLACED ON A LEVEL
BED OF AGGREGATE.
2. INSERT THE DISCHARGE HOSE AND SECURE IT
TIGHTLY PER MANUFACTURER
RECOMMENDATIONS.
3. THE BAG IS TO BE MONITORED TO AVOID
RUPTURE OR EXCESSIVE LEAKAGE AROUND
THE DISCHARGE HOSE.
4. SEDIMENT FILTER BAG AND THE CAPTURED
SEDIMENT SHOULD BE DISPOSED OF PER
LOCAL REGULATIONS.
MAINTENANCE:
1. INSPECT TEMPORARY STREAM CROSSINGS
AFTER RUNOFF -PRODUCING RAINS TO CHECK
FOR BLOCKAGE IN CHANNEL, EROSION OF
ABUTMENTS, CHANNEL SCOUR, RIPRAP
DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS
IMMEDIATELY TO PREVENT FURTHER DAMAGE
TO THE INSTALLATION.
N.T.S. I I EC-151 SEDIMENT FILTER BAG WITH GRAVEL PAD N.T.S.
v
v NFKIM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
DETAILS
EROSION & SEDIMENT CONTROL DETAILS -
E
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
AWB
DESIGNED
AWB
CHECKED
NRD
PROJ. MGR.
ZMT
SCALE
E C 04
HORIZONTAL:
1"=40'
DRAWING NUMBER
VERTICAL:
0
1"=4'
REVISION
STATUS: FINAL DESIGN
NOT FOR CONSTRUCTION
I:\07967\001 1 \ENG\80-DRAWINGS\DETAILS\EROSIONCONTROLDETAILS.DWG 02/03/2023 1 4:43:43 ANDREW BRANCH

1
1 ABBREVIATIONS
2
1 CONTRACTOR RESPONSIBILITIES
3
1 POWER AND CONTROL RACEWAYS
4
1 CABLE TRAY
NOTE: ALL ABBREVIATIONS MAY NOT BE UTILIZED FOR THIS PROJECT
2.1. CONTRACTOR SHALL REFERENCE ALL SPECIFICATIONS, DRAWINGS AND CONTRACT DOCUMENTS FOR
3.1. EXPOSED RACEWAYS SHALL BE SCH-80 PVC CONDUIT UNLESS OTHERWISE NOTED ON THE CONTRACT
4.1. THE CABLE TRAY INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF ALL APPLICABLE NECA/NEIS
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO COMMENCING WORK.
DOCUMENTS
STANDARDS. THESE INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:
A, AMP
ACV
AMMETER/AMPERE
AIR OPERATED CONTROL VALVE
MFR
MH
MANUFACTURER
MANHOLE
2.2. CONTRACTOR SHALL COMPLY WITH ALL OWNER STANDARDS, DETAILS, AND SPECIFICATIONS.
3.2. CONCEALED RACEWAYS EMBEDDED IN CONCRETE SHALL BE SCH-40 PVC CONDUIT
4.1.1. NECA 1: STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION
AFD
ADJUSTABLE FREQUENCY DRIVE
MIN
MINIMUM
2.3. THE GENERAL NOTES AS STATED ON THIS SHEET ARE APPLICABLE TO ALL CONTRACT DOCUMENTS
3.3. DIRECT -BURIED RACEWAYS SHALL BE SCH-80 PVC CONDUIT
4.1.2. NECA/NEMA 105-2015: STANDARD FOR INSTALLING METAL CABLE TRAY
AFF
ABOVE FINISHED FLOOR
MLO
MAIN LUGS ONLY
AND SCOPE OF WORK UNDER THIS CONTRACT UNLESS NOTED OTHERWISE.
3.4. RACEWAY TRANSITIONS THROUGH FINISHED GRADE AND/OR CONCRETE SHALL BE PVC -COATED RIGID
4.2. ALL CABLE TRAYS SHALL BE ALUMINUM LADDER TYPE WITH 4-INCH SIDE WALLS AND 12-INCH RUNG
AFG
ABOVE FINISHED GRADE
MS
MOISTURE SENSOR
2.4. ALL ELECTRICAL WORK SHALL COMPLY WITH THE CURRENT NFPA, NEC, NESC AND LOCAL CODES
ALUMINUM CONDUIT (PVC -RAC) WITH THREADED PVC FEMALE ADAPTORS TO JOIN PVC CONDUIT.
SPACING.
AHU
AIR HANDLING UNIT
MSB
MAIN SWITCHBOARD
INCLUDING OWNERS STANDARDS AND REQUIREMENTS.
4.3. THE MANUFACTURER'S RECOMMENDED MECHANICAL LOADING SHALL NOT BE EXCEEDED.
AIC
AMPERE INTERRUPTING CAPACITY
MTD
MOUNTED/MOUNTING
3.5. DRAWINGS DEPICT MAJOR DUCTBANK, CABLE -TRAY, BUS -DUCT, WIRE -WAY, TRENCH/FLOOR DUCTS,
4.4. THE CABLE TRAY SHALL BE CAREFULLY ALIGNED AND LEVELED PLUMB AND TRUE. CABLE TRAY SECTIONS
AIT
ANALYTICAL INDICATION TRANSMITTER
MTG
MOUNTING
2.5. CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRICAL UTILITY TO ESTABLISH NEW
RACEWAY, CONDUIT, ETC., TO INCLUDE CABLE, CONDUCTOR AND WIRING IN SCHEMATIC AND/OR
AND FITTINGS SHALL BE ASSEMBLED ON THEIR SUPPORTS AND JOINED TOGETHER, USING
AL
ALUMINUM
MTG
MANUAL TRANSFER SWITCH
ELECTRICAL SERVICE(S) AND FINAL CONNECTIONS TO PROVIDE UTILITY POWER AS REQUIRED TO
DIAGRAMMATIC FORMATS. THE CONTRACTOR SHALL REFERENCE ALL EQUIPMENT SPECIFICATIONS
MANUFACTURER'S STANDARD CONNECTOR UNITS, PROPERLY ALIGNED AND SECURED.
ARMS
ARC -FLASH REDUCTION SYSTEM
MV
MEDIUM VOLTAGE - MOTOR VIBRATION DETECTOR
INCLUDE ESTABLISHING TEMPORARY UTILITY ACCOUNT TO PROVIDE ELECTRICAL POWER FOR
AND MANUFACTURER INSTRUCTIONS FOR ADDITIONAL INSTALLATION REQUIREMENTS.
START-UP AND COMMISSIONING.
4.5. SPLICES SHOULD BE LOCATED AS CLOSE AS POSSIBLE TO POINTS ONE-THIRD THE DISTANCE BETWEEN
AS
AMMETER SWITCH
NA
NON -AUTOMATIC
3.6. RACEWAY INSTALLATION AND/OR ARRANGEMENT LAYOUTS ARE NOT TYPICALLY SHOWN ON THE
SUPPORT AND MIDPOINT OF THE SPAN. STRAIGHT SECTION LENGTHS SHOULD BE EQUAL TO OR
ATS
AUTOMATIC TRANSFER SWITCH
N/A
NOT APPLICABLE
2.6. THE ELECTRICAL INSTALLATION SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE NECA/NEIS
DRAWINGS. CONTRACTOR SHALL DEVELOP LOGICAL GROUPINGS, ROUTING AND MARSHALLING OF
GREATER THAN THE SPAN LENGTH TO ENSURE NOT MORE THAN ONE SPLICE PLATE BETWEEN
AUX
AUXILIARY
NC
NORMALLY CLOSE
STANDARDS TO INCLUDE OWNER CONSTRUCTION STANDARDS.
DUCTBANK, CABLE -TRAY, BUS -DUCT, WIRE -WAY, TRENCH/FLOOR DUCT, RACEWAY, CONDUIT, ETC.,
SUPPORTS.
AWG
AMERICAN WIRE GAUGE
NEC
NATIONAL ELECTRIC CODE
2.7. CONTRACTOR SHALL PLAN AND COORDINATE ELECTRICAL CONSTRUCTION WITH ALL CRAFT/TRADE TO
THESE SHALL NOT BE ROUTED THROUGH OR INTERFERE WITH ANY STRUCTURAL ELEMENTS.
4.6. ALL METALLIC CABLE TRAYS ARE TO BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 392.60 AND BEST
AQD
ARC QUENCHING DEVICE
N, NEU
NEUTRAL
ACHIEVE AN EFFICIENT AND EFFECTIVE ELECTRICAL INSTALLATION.
CONTRACTOR SHALL SUBMIT THESE RACEWAY INSTALLATION AND/OR ARRANGEMENT LAYOUTS PER
INDUSTRIAL PRACTICES.
BKR
BREAKER
NO
NORMALLY OPEN
THE SPECIFICATIONS FOR ENGINEER REVIEW PRIOR TO INSTALLATION.
BKR
BUILDING
NO
NOT IN CONTRACT
2.8. THE SCHEDULING AND DURATION OF ANY PROCESS OR FACILITY SHUTDOWN TO REMOVE AND/OR
4.7. ALUMINUM CABLE TRAY SYSTEMS OR SECTIONS, CONDUCTIVITY SHALL BE ESTABLISHED AND MAINTAINED
BV
BUTTERFLY VALVE
NTS
NOT TO SCALE
INSTALL EQUIPMENT SHALL BE COORDINATED IN ADVANCE WITH FACILITY MANAGEMENT, ENGINEER,
3.7. RACEWAY ROUTINGS SHALL BE ORGANIZED AND GROUPED IN A PRACTICAL MANNER TO MINIMIZE
BY PERFORMING THE FOLLOWING OPERATION AT EACH BONDING JUMPER LUG CONNECTION:
OWNER OR OWNER REPRESENTATIVE.
CROSS-OVERS AND SADDLES. RACEWAY INSTALLATIONS SHALL BE ARRANGED TO ENTER EQUIPMENT
4.7.1. WIRE -BRUSH ALUMINUM SURFACES TO EXPOSE A BRIGHT'WHITE' METAL SURFACE.
CAB
CABINET
OL
OVERLOAD RELAY
4.7.2. CLEAN BRUSHED SURFACES WITH DENATURED ALCOHOL.
CB
CIRCUIT BREAKER
P
POLE
3.8. RACEWAYS SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. THESE SHALL
RUN PARALLEL TO LANDSCAPE AND STRUCTURAL FEATURES WHILE THE BENDS AND TURNS SHALL BE
4.7.3. APPLY ANTI -OXIDIZING COMPOUND (BURNDY PENTROX OR APPROVED EQUAL) TO CLEAN, BRUSHED
CBV
CABLE BY VENDOR, INSTALLED BY CONTRACTOR
PA
PUBLIC ADDRESS
MADE BY MEANS OF LARGE RADII FITTINGS.
SURFACES. A TIME PERIOD OF LESS THAN 5 MINUTES MUST NOT ELAPSE BETWEEN STEPS'A' AND'C'.
CCTV
CLOSED CIRCUIT TELEVISION
PB
PUSH BUTTON
4.8. RE -APPLY ANTI -OXIDIZING COMPOUND AS REQUIRED AND BOLT LUG COMPONENTS.
CHH
COMMUNICATION HANDHOLE
P/B
PULL BOX
3.9. PROVIDE FLEXIBLE RACEWAY CONNECTIONS TO ALL EQUIPMENT SUBJECT TO MOVEMENT AND/OR
CKT
CIRCUIT
PCP
PUMP CONTROL PANEL
VIBRATION. CONTRACTOR SHALL MAKE RACEWAY CONNECTIONS COMPLETE AND IN ACCORDANCE
4.9. SUFFICIENT SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT THE CABLE TRAYS TO ALLOW
CLG
CEILING
PF
POWER FACTOR
5
ELECTRICAL EQUIPMENT
WITH THE SPECIFICATIONS.
ADEQUATE ACCESS FOR INSTALLING AND MAINTAINING CABLING.
CL2
CHLORINE
PFC
POWER FACTOR CORRECTION CAPACITORS
3.10. CONTRACTOR SHALL PROVIDE ALL REQUIRED PULL BOXES, TERMINAL BOXES AND JUNCTION BOXES
4.10. ALL CABLES AND CABLE TIES SHALL BE SECURED TO CABLE TRAY RUNGS. UV -RESISTANT NYLON
CMH
COMMUNICATION MANHOLE
PFD
PULL FUSE DISCONNECT
FOR INSTALLATION FOR THE WIRING SYSTEMS IN ACCORDANCE WITH THE SPECIFICATIONS THOUGH
'TY-WRAPS' ARE ACCEPTABLE FOR HORIZONTAL RUNS AND STAINLESS -STEEL ITY-WRAPS' SHOULD BE
CID
CONTROL PANEL
(�, PH
PHASE
5.1. 600V RATED ELECTRICAL EQUIPMENT SHALL HAVE AN AMPERE INTERRUPTING CAPACITY (AIC) RATINGS
ALL BOXES MAY NOT BE INDICATED ON THE DRAWINGS.
USED IN VERTICAL RUNS. MAXIMUM TIE SPACING SHALL BE 12-INCHES FOR CABLES IN VERTICAL CABLE
CPT
CONTROL POWER TRANSFORMER
PIT
PRESSURE INDICATION TRANSMITTER
AS SHOWN ON THE CONTRACT DRAWINGS.
TRAYS AND 36-INCHES FOR CABLES IN HORIZONTAL. CABLE TIES SHALL BE OF SUFFICIENT TENSILE
CR
CONTROL RELAY, CORROSION RESISTANT
PLC
PROGRAMMABLE LOGIC CONTROLLER
5.2. EQUIPMENT SHALL BE ARRANGED AND INSTALLED TO COMPLY WITH ALL CODE -REQUIRED,
3.11. SPARE CONDUITS SHALL CAPPED OR PLUGGED WITH A PVC FITTING AND INCLUDE 200#TEST
STRENGTH AND RIGIDITY TO PREVENT "SNAKING" OF CABLES.
CS
CONTROL STATION
PNL
PANEL
MANUFACTURER -RECOMMENDED AND HEAT -DISSIPATION
POLYPROPYLENE PULL STRING.
4.11. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY COMPONENTS REQUIRED FOR MAKING
CSH
DIAPHRAGM LEAK DETECTOR
PP
POWER PANEL, POWER POLE
FINAL CONNECTIONS OF CABLE TRAYS TO ALL ELECTRICAL EQUIPMENT AS REQUIRED PER CONTRACT.
CLEARANCES.
CT
CURRENT TRANSFORMER
PR
PAIR
4.12. MANUFACTURED STRUT -CHANNEL BRACES, BRACKETS, FITTINGS OR POST BASES SHALL BE PROVIDED
CTRL
CONTROL
PRI
PRIMARY
5.3. EQUIPMENT INSTALLATIONS AND PLACEMENTS SHALL COMPLY WITH NEC ARTICLE
AND INSTALLED WITH ASSOCIATED HARDWARE AND FASTENERS FOR CABLE TRAY SUPPORTS.
CU
COPPER
PS
PRESSURE SWITCH
110 FOR ALL CLEARANCE REQUIREMENTS.
4.13. STRUT -CHANNEL SHALL NOT BE BENT, DRILLED, MITER -CUT OR OTHERWISE MODIFIED TO PRODUCE
CV
DB
CONTROL VALVE
DECIBEL
PT
PTZ
POTENTIAL TRANSFORMER
PAN -TILT -ZOOM
5.4. EQUIPMENT SHALL FIT INTO THOSE SPACES AS SHOWN ON THE CONTRACT
6
DUCTBANK
SYSTEMS
FITTINGS, BRACES OR BRACKETS FOR CABLE TRAY SUPPORTS.
DC
DIRECT CURRENT
PVC
POLYVINYL CHLORIDE
DRAWINGS. CONTRACTOR IS RESPONSIBLE TO PROVIDE EQUIPMENT WHICH MEETS THE SPACE
DCS
DISTRIBUTED CONTROL SYSTEM
REC
RECEPTACLE
REQUIREMENTS.
DETD
DUAL ELEMENT TIME DELAY
REQ'D
REQUIRED
5.5. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS REQUIRED FOR MAKING FINAL
6.1. DUCTBANK SYSTEM ROUTING AND SECTIONS ARE SHOWN ON THE CONTRACT DOCUMENTS AS
DISC
DISCONNECT
RGS
RIGID GALVANIZED STEEL
CONNECTIONS FOR ALL EQUIPMENT INSTALLED AND/OR MODIFIED UNDER CONTRACT.
DIAGRAMMATIC, CONTRACTOR SHALL SUBMIT PROPOSED DUCTBANK INSTALLATION LAYOUT DRAWINGS
DN
DOWN
RMC
RIGIDREMOTE TELEMETRY UNIT
FOR ENGINEER REVIEW PRIOR TO EXCAVATION, FABRICATION AND/OR INSTALLATION PER SPECIFICATION
DPDT
DOUBLE POLE DOUBLE THROW
R/S
RUN/STOP HAND SWITCH
SECTION 26 05 43 1.4A
DPSH
DIFFERENTIAL PRESSURE SWITCH
RVSS
REDUCED VOLTAGE SOFT STARTER
6.2. DUCTBANK SYSTEMS SHALL NOT INTERFERE WITH ANY STRUCTURAL FOUNDATION AND/OR FEATURE
DS
DISCONNECT SWITCH
SCCR
SHORT CIRCUIT CURRENT RATING
6.3. DUCTBANK SYSTEMS SHALL HAVE A MINIMUM OF 18-INCH OF CLEAN COMPACTED COVER UNLESS
DWG
DRAWING
SCADA
SUPERVISORY CONTROL AND DATA ACQUISITION
OTHERWISE STATED IN THE CONTRACT DOCUMENTS
EC
EMPTY CONDUIT
SEC
SECONDARY
8
GROUNDING
AND BONDING
6.4. DUCTBANK SYSTEMS ROUTED UNDER ROADWAYS SHALL BE CONSTRUCTED AND INSTALLED PER
EF
EXHAUST FAN
SP
SPARE
EHH
ELECTRICAL HANDHOLE
SPEC
SPECIFICATION
STRUCTURAL ENGINEER OF RECORD DESIGN REQUIREMENTS
7
CABLES/
CON
DUCTORS/
WIRES
EL, ELEV
ELEVATION
SPD
SURGE PROTECTION DEVICE
8.1. GROUNDING AND BONDING SYSTEMS SHALL COMPLY WITH NFPA 70 AND NFPA 780 TO INCLUDE THOSE
6.5. DUCTBANK SYSTEMS SHALL INCLUDE A BARE 4/OAWG COPPER GROUNDING CONDUCTOR LAID 6 TO
ELTU
ELECTRONIC TRIP UNIT
SS
SELECTOR SWITCH
REQUIREMENTS IN SPECIFICATION SECTION 26 05 19
12-INCHES ABOVE DUCTBANK AND ROUTED INTO EACH MAN -HOLE
EMER
EMERGENCY
SST
STAINLESS STEEL
8.2. REFERENCE GROUNDING INSTALLATION DETAILS AS SHOWN ON CONTRACT DOCUMENTS
6.6. DUCTBANK GROUNDING CONDUCTOR SHALL BE CONNECTED WITH EXOTHERMIC WELDS TO GROUNDING
7.1. QUANTITY AND SIZING OF CONDUCTORS, CABLING, WIRING AND RESPECTIVE RACEWAYS DEPICTED ON
THE CONTRACT DOCUMENTS ARE SELECTED UPON THE BASIS OF DESIGN, STANDARD ELECTRICAL
EMH
EMT
ELECTRICAL MANHOLE
ELECTRICAL METALLIC TUBING
ST
SV
SHUNT TRIP
SOLENOID VALVE
8.3. ALL DIRECT -BURIED GROUNDING SYSTEM CONDUCTORS SHALL BE BARE 4/OAWG COPPER
SYSTEMS AS SHOWN THE DRAWINGS
COMPONENTS AND/OR STANDARD EQUIPMENT WITH DIRECT ROUTED CONNECTIONS.
EMT
ENCLOSURE
SW
SWITCH
8.4. ALL CONCRETE ENCASED GROUNDING SYSTEM CONDUCTORS SHALL BE TINNED 4/OAWG COPPER
6.7. DUCTBANK SYSTEMS SHALL BE ARRANGED TO ALLOW 1.5 TO 2.0-INCH MINIMUM SEPARATION BETWEEN
7.2. CONTRACTOR MAY SUBMIT FOR REVIEW BY ENGINEER AND PRIOR TO INSTALLATION, LOGICAL
RACEWAYS
CONDUCTOR AND RACEWAY GROUPINGS IN COMPLIANCE WITH APPLICABLE CODES, STANDARDS AND
EPRF
EQUIP
EXPLOSION PROOF
EQUIPMENT
SWBD
SWGR
SWITCHBOARD
SWITCH GEAR
8.5. ALL GROUNDING AND BONDING TAPS SHALL BE TINNED #2AWG COPPER MINIMUM
6.8. ABS PLASTIC DUCT -SPACERS SHALL BE UTILIZED AND INSTALLED TO MAINTAIN RACEWAY SEPARATION
SPECIFICATIONS WITHOUT ADDITIONAL COST TO OWNER.
EWC
ELECTRIC WATER COOLER
TB
TERMINAL BOX
8.6. GROUNDING SYSTEM CONDUCTORS SHALL BE BURIED 30-INCH BELOW FINISHED GRADE
DURING PLACEMENT OF CONCRETE
7.3. CONTRACTOR SHALL PROVIDE A CIRCUIT IDENTIFICATION LABEL AT EACH END OF EACH POWER, BRANCH,
EWH
ELECTRIC WATER HEATER
TEL
TELEPHONE
8.7. UNDERGROUND OR CONCRETE ENCASED GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH
6.8.1. UNDERGROUND DEVICES INC. P/N DUCT DONUT 2C OR APPROVED EQUAL
CONTROL AND INSTRUMENTATION CIRCUIT CABLE ASSEMBLY, CONDUCTOR OR WIRE.
EXIST
EXISTING
TEMP
TEMPERATURE
EXOTHERMIC WELDS
6.9. RACEWAYS SHALL BE SECURED TO PREVENT FLOATATION DURING CONCRETE PLACEMENT WITH
7.4. POWER/FEEDER
7.4.1. CONTRACTOR SHALL NOT EXCEED CABLE MANUFACTURER SPECIFICATIONS FOR SIDE -WALL AND
FA
FIRE ALARM
TEW
THERMOCOUPLE EXTENSION WIRE
8.8. CONNECTIONS TO STRUCTURAL STEEL AND/OR REBAR SHALL BE MADE WITH EXOTHERMIC WELDS
METALLIC HOLD-DOWN ASSEMBLIES
TENSION LIMITS WHEN DRAWING POWER CABLES INTO RACEWAYS.
FAAP
FAAP
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
TIT
TT
TEMPERATURE INDICATION TRANSMITTER
THERMAL -MAGNETIC TRIP UNIT
8.9. ELECTRICAL EQUIPMENT AND/OR FRAMING SUPPORTS SHALL BE BONDED TO GROUNDING SYSTEM USING
6.9.1. UNDERGROUND DEVICES, INC. P/N HOLD-DOWN BAR H5X-XX-2X OR APPROVED EQUAL
7.4.2. CONTRACTOR SHALL DRAW POWER CABLES AND CONDUCTORS WITHIN RACEWAYS UTILIZING
FDR
FEEDER
TS
TEMPERATURE SWITCH
TINNED #2AWG COPPER; MECHANICAL LUGS; 316E STAINLESS -STEEL, ANTI -VIBRATION FASTENERS AND
6.10. ALL RACEWAYS BENDS SHALL BE MADE WITH LARGE SWEEP RADII
POLYWATER LUBRICANT J OR APPROVED EQUAL.
BLUE'LOCTITE' OR EQUAL THREAD COMPOUND (MINIMUM 2 LOCATIONS)
FIT
FLOW INDICATION TRANSMITTER
TYP
TYPICAL
6.11. ALL RACEWAYS SHALL BE REAMED, DE -BURRED AND CLEAN PRIOR TO COUPLING
7.4.3. NO SPLICES TO POWER CONDUCTORS AND/OR CABLING SHALL BE MADE WITHOUT ENGINEER
F
FIXTURE
UG
UNDERGROUND
8.10. MECHANICAL EQUIPMENT AND/OR SKID FRAMING SHALL BE BONDED TO GROUNDING SYSTEM USING
TINNED #2AWG COPPER; MECHANICAL LUGS; 316E STAINLESS -STEEL, ANTI -VIBRATION FASTENERS AND
6.12. ALL PVC RACEWAYS SHALL BE JOINED WITH GREY HEAVY -BODIED PVC CEMENT AND FULLY SEATED IN
APPROVAL. NO JUNCTIONS SHALL BE MADE BELOW GRADE WITHOUT APPROVAL OF ENGINEER.
LA
FLA
FLOUR
FULL LOAD AMPS
FLUORESCENT
UH
LION
UNIT HEATER
UNLESS OTHERWISE NOTED
BLUE'LOCTITE' OR EQUAL THREAD COMPOUND (MINIMUM 2 LOCATIONS)
SLIP -COUPLING OR FITTING
7.5. POWER/BRANCH
FMC
FLEXIBLE METALLIC CONDUIT
UPS
UNINTERRUPTIBLE POWER SUPPLY
8.11. MAN -WAY AND/OR EQUIPMENT HATCH FRAMES SHALL BE BONDED TO GROUNDING SYSTEM USING TINNED
6.13. ALL PVC RACEWAYS SHALL ENTER MAN -HOLE WALLS PERPENDICULAR AND HAVE BELL -END FITTINGS
7.5.1. RACEWAY AND WIRING FOR LIGHTING, RECEPTACLES AND BRANCH CIRCUITS ARE NOT TYPICALLY
FS
FLOW SWITCH
V
VOLTMETER
#2AWG COPPER; MECHANICAL LUGS; 316L STAINLESS -STEEL, ANTI -VIBRATION FASTENERS AND BLUE
INSTALLED PRIOR TO DRAWING WIRES OR CABLES
SHOWN ON THE CONTRACT DRAWINGS BUT SHALL BE PROVIDED AS REQUIRED UNDER THIS
FT
FEET OR FOOT
VAC
VOLTS ALTERNATING CURRENT
'LOCTITE' OR EQUAL THREAD COMPOUND (MINIMUM 2 LOCATIONS)
6.14. RACEWAY ARRANGEMENTS SHALL BE MADE TO MAXIMUM THE DISTANCE BETWEEN 480/277V AND
CONTRACT
FLIT
FUTURE
VFD
VARIABLE FREQUENCY DRIVE
8.12. GROUND TEST WELLS SHALL BE 15-INCH MINIMUM ROUND CONCRETE WITH CAST IRON COVER WITH BEAD
208/120V FEEDER AND BRANCH CONDUCTORS FROM LOW -VOLTAGE AND FIBER OPTIC SIGNAL CABLING
FVNR
FULL VOLTAGE NON -REVERSING STARTER
VLV
MANUAL OPERATED VALVE
WELDED LETTERING, "GROUND" AND RATED AASHTO H-10 LOADING
6.15. DUCTBANK EXTENSIONS:
FWE
FURNISHED WITH EQUIPMENT
VS
VOLTMETER SWITCH
G, GND
GROUND
WS
TORQUE SWITCH
8.12.1. J&R CONCRETE PRODUCTS P/N E6-RT-BOX OR EQUAL
6.15.1. BULK -HEAD DUCTBANK CONCRETE POUR AND REMOVE ALL FORM WORK
GALV
GALVANIZED
WH
WATT-HOUR
8.13. GROUNDING SYSTEM EXTENSIONS:
6.15.2. EXTEND ALL REBAR AND CONDUITS 24" MINIMUM FROM END OF CONCRETE DUCTBANK
GEC
GROUNDING ELECTRODE CONDUCTOR
WP
WEATHERPROOF
8.13.1. PROVIDE SUFFICIENT SLACK GROUNDING CABLE TO MAKE CONNECTIONS TO FUTURE GROUNDING
6.15.3. GLUE PVC END CAPS ON ALL CONDUITS. SLEEVE REBAR WITH PVC PIPE
GEN
GFI
GENERATOR
GROUND FAULT INTERRUPTER
XFMR
XP
TRANSFORMER
EXPLOSION PROOF
CONDUCTORS, DUCTBANKS AND/OR EQUIPMENT
6.15.4. INSTALL 2.0-INCH PVC PIPE 48-INCH ABOVE FINISHED GRADE AT LOCATION AND INDICATE ON
GFIC
GROUND FAULT CIRCUIT INTERRUPTER
ZI
ZONE INTERLOCK
8.13.2. INSTALL 2.0-INCH PVC PIPE 48-INCH ABOVE FINISHED GRADE AT LOCATION AND INDICATE ON AS -BUILD
AS -BUILD DRAWINGS WITH A MINIMUM OF THREE (3) MEASUREMENTS FROM NEAREST
HDG
HOT DIPPED GALVANIZED
ZC
STROKE POSITIONER
DRAWINGS WITH A MINIMUM OF THREE (3) MEASUREMENTS FROM NEAREST STRUCTURES
STRUCTURES
HH
HANDHOLE
ZS
LIMIT SWITCH
HOA
HAND -OFF -AUTO
ZSC
LIMIT SWITCH CLOSED
HP
HORSE POWER
ZSO
LIMIT SWITCH OPEN
HPF
HIGH POWER FACTOR
HPS
HIGH PRESSURE SODIUM
HTR
HEATER
11
HARDWARE
AND
SUPPORTS
HV
HIGH VOLTAGE
HZ
HERTZ
ID
INTERIOR DIAMETER
IHH
INSTRUMENTATION HANDHOLE
11.2. "TAPCONS" AND TWO -HOLE PVC CONDUIT STRAPS ARE NOT ACCEPTABLE
IMC
INTERMEDIATE METALLIC CONDUIT (GALVANIZED)
11.3. ALL FASTENERS AND HARDWARE SHALL BE STAINLESS -STEEL 316L
IMH
INSTRUMENTATION MANHOLE
IMT
INTERMEDIATE METALLIC
11.4. STRUT -CHANNEL AND CONDUIT STRAPS SHALL BE STAINLESS -STEEL 316L FOR INTERIOR AND EXTERIOR
IN
INCHES
9
SITE LIGHTING
10
WIRING DEVICES
LOCATIONS
ITB
INSTRUMENT TERMINAL BOX
11.5. STRUT -CHANNEL SHALL NOT BE BENT, DRILLED, CUT OR OTHERWISE MODIFIED TO PRODUCE FITTINGS,
JB
JUNCTION BOX
BRACES OR BRACKETS FOR CONDUIT AND EQUIPMENT SUPPORTS.
K
THOUSAND
9.1. CONTRACTOR SHALL REFERENCE ALL CONTRACT DRAWINGS PRIOR TO EXCAVATION AND INSTALLATION
10.1. GENERAL
KA
KILOVOLT AMPERE
OF UNDERGROUND RACEWAYS, DUCTBANKS AND GROUNDING/BONDING COMPONENTS.
10.1.1. INDOORS OR NON PROCESS AREAS SHALL BE INSTALLED CONCEALED AND
11.6. MANUFACTURED STRUT -CHANNEL BRACES, BRACKETS, FITTINGS OR POST BASES SHALL BE PROVIDED
KAIC
THOUSAND AMPERES INTERRUPTING CURRENT
AND INSTALLED WITH ASSOCIATED HARDWARE AND FASTENERS FOR CONDUIT AND EQUIPMENT
KCMIL
THOUSAND CIRCULAR MILLS
9.2. ALL SITE LIGHTING POWER "RUN" CONDUCTORS SHALL BE #6AWG STRANDED COPPER W/600V TYPE
FLUSH WITH STAINLESS -STEEL DEVICE COVER PLATES.
SUPPORTS.
KVA
THOUSAND VOLT AMPERES
XHHW-2, 90°C INSULATION.
"TAP"
10.1.2. OUTDOORS OR IN PROCESS AREAS SHALL BE INSTALLED WITHIN WEATHER -
11.7. CONTRACTOR SHALL PROVIDE ALL SUPPORTS AND FASTENING HARDWARE FOR SWITCHBOARDS,
KW
KILOWATTS
9.3. ALL SITE LIGHTING POWER CONDUCTORS SHALL BE #10AWG STRANDED COPPER W/ 600V TYPE
KWH
KILOWATT-HOURS
THHN/THWN, 90°C INSULATION.
PROOF, CORROSION RESISTANT DEVICE BOXES WITH METALLIC IN -USE AND/OR
PANELBOARDS, TRANSFORMERS, CONTROL PANELS, ETC., AS REQUIRED IN THE SPECIFICATIONS.
LA
LIGHTNING ARRESTOR
9.4. ALL TAP AND RUN CONNECTIONS SHALL BE WATER -PROOF.
WATER -TIGHT DEVICE COVER PLATES.
11.8. CONTRACTOR SHALL PROVIDE AND INSTALL CONCRETE EMBEDDED LEVELING CHANNEL SUPPORTS FOR
LCP
LOCAL CONTROL PANEL
9.5. TRANSITIONS THROUGH FINISHED GRADE AND CONCRETE SHALL BE PVC -COATED ALUMINUM CONDUIT
10.2. RECEPTACLES/GROUND FAULT CURRENT INTERRUPTING (GFCI)
FLOOR MOUNTED EQUIPMENT SPANNING DISTANCES 48" AND GREATER
LED
LIGHT -EMITTING DIODE
EXTENDING 12-INCHES ABOVE AND BELOW TRANSITION.
10.2.1. SHALL BE INDIVIDUAL GFCI RECEPTACLE DEVICES RATED FOR 20A/120V WITH
IN LENGTH OR 36" AND GREATER IN DEPTH.
LFMC
LIQUIDTIGHT FLEXIBLE METAL CONDUIT
LFNC
LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT
9.6. ALL SITE LIGHTING BRANCH CIRCUITS SHALL BE DIRECT -BURIED SCH-80 2.0" PVC CONDUIT UNLESS SHOWN
LED POWER INDICATOR.
11.9. STRUCTURAL MEMBERS SHALL NOT BE DRILLED, CUT, WELDED TO, OR OTHERWISE MODIFIED WITHOUT
LIT
LEVEL INDICATION TRANSMITTER
OTHERWISE ON THE CONTRACT DRAWINGS.
10.2.2. GFCI RECEPTACLE DEVICES SHALL NOT SHARE NEUTRAL CONDUCTORS ON
PRIOR APPROVAL OF THE ENGINEER OF RECORD.
LP
LIGHTING PANEL, LIGHT POLE
THREE-PHASE SYSTEMS
LS
LEVEL SWITCH
LTG
LIGHTING
LV
LOW VOLTAGE
M
MOTOR
MA
MILLIAMPERE
MB
MOTOR BEARINGDETECTOR
MCB
MAIN CIRCUIT BREAKER
MCC
MOTOR CONTROL CENTER
MCP
MOTOR CIRCUIT PROTECTOR
MDP
MAIN DISTRIBUTION PANEL
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
A
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
SEAL
049985
vim••. F,yGINEF-�•'
1111111WO
1111111����`\
v
v MFMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
GENERAL NOTES AND ABBREVIATIONS
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
NIA
VERTICAL:
NIA
E00.0
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\001 1 \ENG\80—DRAWINGS\ELECTRICAL\EA100-07967-001 1 .DWG 02/03/2023 1 4:43:52 ANDREW BRANCH

REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
A
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
2 1 TYPICAL POWER SYMBOLS
f CLASS 1/2 DIVISION 1/11 OXF1
CONDUIT SEAL -OFF FITTING
TRANSFORMER, POWER
TYPE AND RATINGS AS NOTED ON THE DRAWINGS
00 LOCAL CONTROL STATION
0 WITH THREE OR MORE SELECTOR/PUSH SWITCHES
0 ❑ LOWER -RIGHT SYMBOL INDICATES MOUNTING LOCATION XF2 TRANSFORMER, SHIELDED ISOLATION
�o LOCAL CONTROL STATION
311E TYPE AND RATINGS AS NOTED ON THE DRAWINGS
0 0 WITH TWO SELECTOR/PUSH SWITCHES
LOWER -RIGHT SYMBOL INDICATES MOUNTING LOCATION CT1 TRANSFORMER, CURRENT'CT'
TYPE AND RATINGS AS NOTED ON THE DRAWINGS
�o LOCAL CONTROL STATION
100/5
WITH ONE SELECTOR/PUSH SWITCH
LOWER -RIGHT SYMBOL INDICATES MOUNTING LOCATION
❑ LOCATED AT FIELD DEVICE PT1 TRANSFORMER, POTENTIAL'PT' OR 'VT'
0 LOCATED AT MAIN CONTROL PANEL TYPE AND RATINGS AS NOTED ON THE DRAWINGS
0:1
O LOCATED AT LOCAL CONTROL PANEL El:o
Q MOUNTED ON DOOR
AUTOMATIC OR MANUAL TRANSFER SWITCH, STAND-ALONE
1200AT DRAW -OUT POWER CIRCUIT BREAKER
N E TYPE AND RATINGS AS NOTED ON THE DRAWINGS
P 1600AF WITH PROGRAMMABLE SOLID STATE RELAY L
S 'EO' DENOTES ELECTRICALLY OPERATED
R
EO u 100AT
200AF SAFETY / DISCONNECT SWITCH
4X/SS TOP NUMBER DENOTES FUSE SIZE (NF=NON-FUSED)
1200AT FIXED -MOUNT POWER CIRCUIT BREAKER u I
BOTTOM NUMBER DENOTES FRAME SIZE
A 1600AF WITH ADJUSTABLE SOLID STATE RELAY
RIGHT NUMBER DENOTES NEMA ENCLOSURE RATING
S
R Q
b 21-70AT
00 7AF
300AT MOTOR CONTROLLER, STAND-ALONE WITH EXTERNAL DISCONNECT:
0�300AF 12 UPPER LEFT NUMBER DENOTES NEMA FRAME SIZE
FVNR
CIRCUIT BREAKER, GENERIC FIXED -MOUNT UPPER RIGHT NUMBERS DENOTE AMPERE AND FRAME RATINGS
o TMTU 'TMTU' THERMAL -MAGNETIC TRIP UNIT CENTER RIGHT NUMBER DENOTES NEMA ENCLOSURE RATING
ELTU' ELECTRONIC TRIP UNIT LETTERS WITHIN THE SYMBOL DENOTE THE FOLLOWING:
FVNR FULL VOLTAGE NON -REVERSE
FVR FULL VOLTAGE REVERSIBLE
C131 TS1W TWO SPEED - SINGLE WINDING
0\ CIRCUIT BREAKER, GENERIC TS2W TWO SPEED - DUAL WINDING
0r RVSS REDUCED VOLTAGE SOFT STARTER
RVAT REDUCED VOLTAGE AUTO TRANSFORMER
C132 VFD VARIABLE FREQUENCY DRIVE
0\ CIRCUIT BREAKER, THERMAL
r 00
MOTOR CONTROLLER, FULL -VOLTAGE MCC UNIT:
FVNR UPPER LEFT NUMBER DENOTES NEMA FRAME SIZE
LETTERS WITHIN THE SYMBOL DENOTE THE FOLLOWING:
FVNR FULL VOLTAGE NON -REVERSE
FVR FULL VOLTAGE REVERSIBLE
CB3
0\ CIRCUIT BREAKER, MOTOR CIRCUIT PROTECTOR
r 2
MOTOR CONTROLLER, PART -WINDING MCC UNIT:
RS2 UPPER LEFT NUMBER DENOTES NEMA FRAME SIZE
LETTERS WITHIN THE SYMBOL DENOTE THE FOLLOWING:
TS1W TWO SPEED - SINGLE WINDING
TS2W TWO SPEED - DUAL WINDING
175AT
3R 0 200AF CIRCUIT BREAKER, THERMAL ENCLOSED 1 MOTOR CONTROLLER, REDUCED -VOLTAGE MCC UNIT:
} TOP NUMBER DENOTES TRIP RVAT UPPER LEFT NUMBER DENOTES NEMA FRAME SIZE
BOTTOM NUMBER DENOTES FRAME SIZE LETTERS WITHIN THE SYMBOL DENOTE THE FOLLOWING:
UPPER LEFT NUMBER DENOTES NEMA ENCLOSURE RATING RVSS REDUCED VOLTAGE SOFT STARTER
RVAT REDUCED VOLTAGE AUTO TRANSFORMER
FU1 1
FUSE, GENERIC MOTOR CONTROLLER, VARIABLE FREQUENCY DRIVE, MCC UNIT:
[VFD] UPPER LEFT NUMBER DENOTES NEMA FRAME SIZE
LETTERS WITHIN THE SYMBOL DENOTE THE FOLLOWING:
VFD VARIABLE FREQUENCY DRIVE
30AT
600V
FUSE, GENERIC
LINE OR LOAD REACTOR
RK1
TOP NUMBER DENOTES TRIP
® 3%
CENTER RIGHT NUMBER DENOTES PERCENT IMPEDANCE
BOTTOM NUMBER DENOTES VOLTAGE CLASS
MIDDLE NUMBER DENOTES TYPE
MOTOR PROTECTION FILTER
AhWITH
WIRING DEVICE, POWER RECEPTACLE
dV/dT
INTEGRAL DISCONNECT / LOAD BREAK
L21-30
NEMA CONFIGURATION SHOWN LOWER RIGHT
15HP
AC MOTOR
PR1
M
O 460V
SINGLE OR THREE PHASE AS NOTED
WIRING DEVICE, POWER RECEPTACLE
21.0 FLA
NEMA CONFIGURATION SHOWN LOWER RIGHT
L21-30
�i CABLE -TRAY
EITYPE AS NOTED ON THE DRAWINGS
NOTES:
ALL SYMBOLS MAY NOT BE UTILIZED FOR THIS PROJECT.
ADDITIONAL SYMBOLS NOT SHOWN ON THIS DRAWING MAY BE SHOWN ELSEWHERE ON THE ELECTRICAL DRAWINGS. IF
REQUIRED, IEC RATINGS WILL INCLUDE THE "IEC" AND "IP" PREFIX.
v
v MFMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
TYPICAL POWER AND CONTROL SYMBOLS
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
NIA
VERTICAL:
NIA
E00.1
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\001 1 \ENG\80-DRAWINGS\ELECTRICAL\EA100-07967-001 1 .DWG 02/03/2023 1 4:43:58 ANDREW BRANCH

UTILITY MAIN DISCONNECT'MD1' STANDBYGENERATOR'GEN'
PAD -MOUNT TRANSFORMER FUSIBLE SE -RATED AUTOMATIC TRANSFER SWITCH 'ATS' 120/208V 3(� 4W
120/208V 3(p 4W 600V 200AF 3P S/N 300V 200A 3P S/N 35kA SCCR 40kW / 50kVA MAIN PANELBOARD 'PBD-100'
WYE SECONDARY NEMA-3R NEMA-3R /— NEMA-3R SOUND ENCLOSURE 120/208V 3(p 4W 200A BUSS 35kAIC RATING NEMA-4X O
GENERAL NOTES:
1. REFERENCE ALL CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS FOR
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO
COMMENCING WORK.
2. CONTRACTOR SHALL REFERENCE AND IMPLEMENT ALL OWNER CONSTRUCTION
DETAILS AND STANDARDS
3. ALL AC POWER CONDUCTORS FOR CIRCUITS 100A AND GREATER SHALL BE
STRANDED COPPER 600V TYPE XHHW-2 90°C
4. ALL AC POWER CONDUCTORS FOR CIRCUITS LESS THAN 100A SHALL BE STRANDED
COPPER 600V TYPE THHN/THWN 75°C
5. ALL CONTROL CONDUCTORS RATED LESS THAN 120V SHALL BE STRANDED
COPPER 300V TYPE THHN/THWN 75°C
6. ALL UNDERGROUND RACEWAYS (THREE OR MORE) THAT LEAVE THE BUILDING OR
STRUCTURAL ENVELOPE SHALL BE SCH-40 PVC CONDUIT PLACED IN REINFORCED
CONCRETE DUCT -BANKS
6.1. UNDERGROUND RACEWAYS (LESS THAN THREE) SHALL BE SCH-80 PVC
CONDUIT DIRECT -BURIED WITH 24-INCH MINIMUM COVER FROM FINISHED
GRADE
7. RACEWAY TRANSITIONS OR PENETRATIONS THROUGH CEMENTITOUS MATERIAL
AND FINISHED GRADE SHALL BE PVC -RAC
INSTALLATION KEYNOTES:
O NOT USED
O PROVIDE NEW MAIN DISCONNECT, PANELBOARD, CONDUIT AND WIRING AS SHOWN
HEREIN
3O PROVIDE NEW PUMP CONTROL PANEL, WETWELL JUNCTION BOX, PUMPS, FLOATS,
TRANSDUCER, CONDUIT AND WIRING AS SHOWN HEREIN
4O PROVIDE NEW 'RTU-100' AND ANTENNA ASSEMBLY. TERMINATE TO FIELD
EQUIPMENT TO MATCH OWNER STANDARDS
O PROVIDE NEW PERIMETER GROUND RING PER NEC AND AS SHOWN ON THE
CONTRACT DOCUMENTS
O PROVIDE NEW AUTOMATIC TRANSFER SWITCH AND GENERATOR AS SPECIFIED IN
THE CONTRACT DOCUMENTS
7O PROVIDE AND INSTALL CONCRETE FOUNDATION FOR PAD -MOUNT GENERATOR.
COORDINATE LOCATION WITH DUKE ENERGY AND OWNER.
8O PROVIDE AND INSTALL CONCRETE FOUNDATION FOR PAD -MOUNT TRANSFORMER
PER DUKE ENERGY CONSTRUCTION STANDARDS. COORDINATE LOCATION WITH
DUKE ENERGY AND OWNER.
gO PROVIDE AND INSTALL METERING CABINET AND METER SOCKET BASE PER DUKE
ENERGY CONSTRUCTION STANDARDS TO INCLUDE OWNER CONSTRUCTION
STANDARDS. COORDINATE LOCATION WITH DUKE ENERGY AND OWNER.
10 PROVIDE AND INSTALL SURGE PROTECTIVE DEVICE PER DUKE ENERGY
CONSTRUCTION STANDARDS.
AREA CLASSIFICATIONS
CONTRACTOR SHALL REFERENCE NFPA 820 2020 EDITION
31 FLA
31
FLA IZf�
I�U� I�U�
!�
/ I \
m
m
I
WASTEWATER PUMPING STATION WET -WELLS: THOSE ENCLOSED SPACES, UNDER
co
co
0
SOLID HATCHES, MAN -WAYS, PLANKING, ETC. WHICH ARE NOT OPEN TO
0
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H W
O
H—
O W
H W
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H
-
c�
= o
W o
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ATMOSPHERE UNDER NORMAL OPERATING CONDITIONS AND WITH NO AIR
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p 0
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p J
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CHANGES ARE CONSIDERED CLASS-1/DIVISION-I
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BELOW GRADE METERING/PIPE VAULT: THOSE ENCLOSED SPACES, UNDER SOLID
I rY
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p U
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NORMAL OPERATING CONDITIONS AND NOT NORMALLY VENTILATED ARE
Of_j
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F
3:
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
A
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
SEAL
049985
vim••. F,yGINEF-�•'
1111111WO
1111111����`\
v
v MFMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
AUTUMN BROOK PUMP STATION POWER AND
CONTROL RISER DIAGRAM
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
NIA
VERTICAL:
NIA
E01.0
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\0011\ENG\80-DRAWINGS\ELECTRICAL\ES100-07967-0011.DWG 02/03/2023 14:44:07 ANDREW BRANCH

POLE -MOUNT
UTILITY TRANSFORMER BANK
208V30 4W
m
9
I
0
PE
W
W
Z
C-
C)
Z
ti
W
C
UTILITY
METERING CABINET
Z Z
= o 0
J
UC
Q 0 O
~ ~
O v N
W v v
LLl
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
A
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
SS/pN
40,
SEAL
049985
�� vim••. F�yGINEF-�•' c,`����\�
����/11111111111��`\
ISSEMBL Y
7
EXISTING EQUIPMENT RACK PHOTO DETAIL E02.0 - 1
SCALE: N.T.S.
jr"
-ry
b
EXISTING EQUIPMENT RACK PHOTO DETAIL E02.0 - 2
SCALE: N.T.S.
v
v &CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
DEMOLITION GENERAL NOTES:
1. THE SCHEDULING AND DURATION OF ANY SHUTDOWN OF THE FACILITY TO REMOVE
AND/OR INSTALL EQUIPMENT SHALL BE COORDINATED WITH THE OWNER.
REFERENCE DIVISION-1 SPECIFICATIONS FOR SPECIAL CONSTRUCTION
CONDITIONS AND SEQUENCING REQUIREMENTS.
2. EQUIPMENT IDENTIFIED FOR DEMOLITION SHALL BE REMOVED IN GOOD CONDITION
AND PROPERLY DISPOSED, SALVAGED OR DELIVERED TO THE OWNER.
3. ALL WIRE AND CABLING TO BE DEMOLISHED SHALL BE REMOVED IN THEIR
ENTIRETY.
4. ALL WIRE AND CABLING THAT HAS BEEN REMOVED SHALL BE PROPERLY DISPOSED,
SALVAGED OR DELIVERED TO A SPECIFIED LOCATION AS DIRECTED BY THE
OWNER.
5. ALL EXPOSED CONDUIT TO BE DEMOLISHED SHALL BE REMOVED IN THEIR
ENTIRETY INCLUDING ALL SUPPORTS AND HARDWARE.
6. ALL REMAINING HOLES SHALL BE REPAIRED AND PATCHED TO MATCH EXISTING.
7. ALL ABANDONED CONDUITS SHALL HAVE PVC CONDUIT CAPS INSTALLED AT BOTH
ENDS.
DEMOLITION KEYNOTES:
ODETERMINATE AND REMOVE PUMP CONTROL PANEL, PUMPS, FLOATS AND WIRING
FROM EXISTING RACK IN THEIR ENTIRETY.
ODETERMINATE AND REMOVE MAIN PANELBOARD, CONDUIT, AND WIRING FROM
EXISTING RACK IN THEIR ENTIRETY.
3O DETERMINATE AND REMOVE MISSION REMOTE TELEMETRY UNIT. PANEL IS TO BE
RETAINED AND RELOCATED ON NEW EQUIPMENT RACK.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
BLACKSNAKE PS POWER AND CONTROL
RISER DIAGRAM - DEMOLITION
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL:
NIA
VERTICAL:
NIA
E02.0
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\001 1 \ENG\80—DRAWINGS\ELECTRICAL\ES200-07967-001 1 .DWG 02/03/2023 1 4:44:13 ANDREW BRANCH

POLE -MOUNT
UTILITY TRANSFORMER BANK
1201208V 3 0 4 W
l � 1
m
m
0
m
0
m
0
m
0
9
UTILITY
METERING CABINET
C� c
Z L z
O
0-1
O
0 U
D z
�0z
O O O
w<_j
� U
W U U
m o �
Lux Lu
=
zco v ~O
X
c� Lu
MAIN DISCONNECT'MD1'
FUSIBLE SE -RATED
300V 200AF 3P SIN
NEMA-3R
n
AUTOMATIC TRANSFER SWITCH 'ATS'
120/208V 200A 3P SIN 35kA SCCR
NEMA-3R
6
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
A
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
STANDBY GENERATOR'GEN'
120/208V 3(� 4W
40kW / 50kVA
NEMA-3R SOUND ENCLOSURE
MAIN PANELBOARD 'PBD-200'
120/208V 3(� 4W 200A BUSS 35kAIC RATING NEMA-4X
O
GENERAL NOTES:
1. REFERENCE ALL CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS FOR
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO
COMMENCING WORK.
2. CONTRACTOR SHALL REFERENCE AND IMPLEMENT ALL OWNER CONSTRUCTION
DETAILS AND STANDARDS
3. ALL AC POWER CONDUCTORS FOR CIRCUITS 100A AND GREATER SHALL BE
STRANDED COPPER 600V TYPE XHHW-2 90°C
4. ALL AC POWER CONDUCTORS FOR CIRCUITS LESS THAN 100A SHALL BE STRANDED
COPPER 600V TYPE THHN/THWN 75°C
5. ALL CONTROL CONDUCTORS RATED LESS THAN 120V SHALL BE STRANDED
COPPER 300V TYPE THHN/THWN 75°C
6. ALL UNDERGROUND RACEWAYS (THREE OR MORE) THAT LEAVE THE BUILDING OR
STRUCTURAL ENVELOPE SHALL BE SCH-40 PVC CONDUIT PLACED IN REINFORCED
CONCRETE DUCT -BANKS
6.1. UNDERGROUND RACEWAYS (LESS THAN THREE) SHALL BE SCH-80 PVC
CONDUIT DIRECT -BURIED WITH 24-INCH MINIMUM COVER FROM FINISHED
GRADE
7. RACEWAY TRANSITIONS OR PENETRATIONS THROUGH CEMENTITOUS MATERIAL
AND FINISHED GRADE SHALL BE PVC -RAC
INSTALLATION KEYNOTES:
O NOT USED
O PROVIDE NEW MAIN DISCONNECT, PANELBOARD, CONDUIT, AND WIRING AS SHOWN
HEREIN
3O PROVIDE NEW PUMP CONTROL PANEL, WETWELL JUNCTION BOX, PUMPS, FLOATS,
TRANSDUCER, CONDUIT AND WIRING AS SHOWN HEREIN
4O RELOCATE EXISTING'RTU-200' AND ANTENNA ASSEMBLY. RETERMINATE TO FIELD
EQUIPMENT TO MATCH OWNER STANDARDS
O PROVIDE NEW PERIMETER GROUND RING PER NEC AND AS SHOWN ON THE
CONTRACT DOCUMENTS
O PROVIDE NEW AUTOMATIC TRANSFER SWITCH AND GENERATOR AS SPECIFIED IN
THE CONTRACT DOCUMENTS
7O PROVIDE AND INSTALL CONCRETE FOUNDATION FOR PAD -MOUNT GENERATOR PER
MTU ONSITE ENERGY CONSTRUCTION STANDARDS. COORDINATE LOCATION WITH
DUKE ENERGY AND OWNER.
AREA CLASSIFICATIONS
CONTRACTOR SHALL REFERENCE NFPA 820 2020 EDITION
H
>
o
N
o
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w U o
co O
w o
z
Of
W
m
co Z
_j w
co w
_
0
z
WASTEWATER PUMPING STATION WET -WELLS: THOSE ENCLOSED SPACES, UNDER
FD J
z
z
w~ N
U N
O
O
z 0
z Q
Of
SOLID HATCHES, MAN -WAYS, PLANKING, ETC. WHICH ARE NOT OPEN TO
�
o
o
J W W
_
�
0 �
0 �
O
ATMOSPHERE UNDER NORMAL OPERATING CONDITIONS AND WITH NO AIR
co o
z J
_j
Q
Q
Q O
o
CHANGES ARE CONSIDERED CLASS-1/DIVISION-I
J z
Of
U
LuLumw
p N
Q
U
U
p
BELOW GRADE METERING/PIPE VAULT: THOSE ENCLOSED SPACES, UNDER SOLID
m
<
Q
�
W
W
Of
HATCHES, MAN -WAYS, ETC. WHICH ARE NOT OPEN TO ATMOSPHERE UNDER
Lu
J
J
�
I
O
NORMAL OPERATING CONDITIONS AND NOT NORMALLY VENTILATED ARE
I—
D
_j
LuCONSIDERED
Of
CLASS-1/DIVISION-II
Lu
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Lu
u1
ILSS/0*%.
SEAL
049985
vim••. F,yGINEF-�•'
11111111111111����`\
v
v MFMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
BLACKSNAKE PUMP STATION POWER AND
CONTROL RISER DIAGRAM
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
NIA
VERTICAL:
NIA
E02.1
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\001 1 \ENG\80—DRAWINGS\ELECTRICAL\ES200-07967-001 1 .DWG 02/03/2023 1 4:44:18 ANDREW BRANCH

ELECTRICAL PANEL: PBD-1 00 ENCLOSURE: NEMA-4X MOUNTING: SURFACE MAIN: 200AT/200AF MCB
VOLTS: 120/208V 3 PHASE / 4 WIRE NEUTRAL: 100%:
LOCATION: AUTUMN BROOK PUMP STATION BRACING: 35kAIC FULLY RATED FEED: 3#1/0 #1/ON #6G 2"C
LOAD SERVED
LOAD (KVA)
BREAKER
BRANCH CIRCUIT
CONDUCTORS
CKT
PHASE
CKT
BRANCH CIRCUIT
CONDUCTORS
BREAKER
LOAD SERVED
A
B
C
AMP
POLE
POLE
AMP
C
B
A
PUMP CONTROL PANEL
7.204
100
3
3#2 #2N #8G 1.5"C
1
A
2
3
50
0.000
SPARE BREAKER
7.204
3
B
4
0.000
7.204
5
C
6
0.000
SPARE BREAKER
0.000
30
3
7
A
8
3
30
0.000
SPARE BREAKER
0.000
9
B
10
0.000
0.000
11
C
12
0.000
GENERATOR BLOCK HEATER
0.500
20G
1
2#12 #12G 3/4"C
13
A
14
2#12 #12G 3/4"C
1
20G
0.250
GENERATOR BATTERY CHARGER
SPARE BREAKER
0.000
20
1
15
B
16
2#12 #12G 3/4"C
1
20
0.150
PANEL HOOD LIGHT
UTILITY POLE LIGHT
0.250
20
1
2#12 #12G 3/4"C
17
C
18
2#12 #12G 3/4"C
1
20
0.360
GFCI RECEPTACLE
REMOTE TELEMETRY UNIT
0.250
20
1
19
A
20
1
20G
0.000
GFCI SPARE BREAKER
GFCI SPARE BREAKER
0.000
20G
1
21
B
22
1
20G
0.000
GFCI SPARE BREAKER
GFCI SPARE BREAKER
0.000
20G
1
23
C
24
1
20G
0.000
GFCI SPARE BREAKER
SPARE BREAKER
0.000
20
1
25
A
26
1
20
0.000
SPARE BREAKER
SPARE BREAKER
0.000
20
1
27
B
28
1
20
0.000
SPARE BREAKER
SPARE BREAKER
0.000
20
1
29
C
30
1
20
0.000
SPARE BREAKER
TOTAL(S):
7.954
7.204
7.454
1 d
I
I
I
I0.360
0.150
0.250
TOTAL BUS A LOAD: 8.204 KVA
TOTAL BUS B LOAD: 7.354 KVA
TOTAL CONNECTED KVA: 23.372 TOTAL BUS C LOAD: 7.814 KVA
AUTUMN BROOK PUMP STATION LOAD / DEMAND CALCULATION
3-PHASE CONNECTED LOAD
DESCRIPTION
TYPE
DEMAND
FACTOR
CONNECTED
kVA
DEMAND
kVA
WASTEWATER PUMP No.1 'PMP-MTR-101'
WASTEWATER PUMP No.2'PMP-MTR-102'
PUMP STATION CONTROL PANEL'PCP'
CONTINUOUS 1.25 10.681
COINCIDENT 1.00 10.681
CONTINUOUS 1.00 0.250
13.351
10.681
0.250
3-PHASE CONNECTED TOTAL:
1-PHASE CONNECTED LOAD
24.28
GENERATOR ANCILLARY DEVICES
CONTROLS EQUIPMENT
RECEPTACLES AND LIGHTING
CONTINUOUS 1.25 0.275
CONTINUOUS 1.25 0.250
NONCONTINUOUS 0.50 0.360
0.344
0.313
0.180
1-PHASE CONNECTED TOTAL:
3-PHASE CONNECTED TOTAL:
0.836
24.282
TOTAL ESTIMATED LOAD:
25.119
ESTIMATED MAXIMUM DEMAND
25 KVA 208V / 3(p = 70 A
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
A
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
\\�\\IIIIIIII////////
CA)? 0
ESS/pN9lq'%;
SEAL
049985
�� vim••. F/yGINEF-�•' c,`����\�
/////11IIII 1\0\\
v
v MFMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
m
PROFILE
HOMES
GENERAL NOTES:
1. REFERENCE ALL CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS FOR
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO
COMMENCING WORK.
2. CONTRACTOR SHALL REFERENCE AND IMPLEMENT ALL OWNER CONSTRUCTION
DETAILS AND STANDARDS
3. ALL AC POWER CONDUCTORS FOR CIRCUITS 100A AND GREATER SHALL BE
STRANDED COPPER 600V TYPE XHHW-2 90°C
4. ALL AC POWER CONDUCTORS FOR CIRCUITS LESS THAN 100A SHALL BE STRANDED
COPPER 600V TYPE THHN/THWN 75°C
5. ALL CONTROL CONDUCTORS RATED LESS THAN 120V SHALL BE STRANDED
COPPER 300V TYPE THHN/THWN 75°C
INSTALLATION KEYNOTES:
O PROVIDE AND INSTALL CLASS-B GFCI CIRCUIT BREAKER(S)
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
AUTUMN BROOK PUMP STATION
PANELBOARD SCHEDULES AND LOAD TABLE
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
NIA
VERTICAL:
NIA
E03.0
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\0011\ENG\80-DRAWINGS\ELECTRICAL\ER100_07967-0011.DWG 02/03/2023 14:44:27 ANDREW BRANCH

GENERAL NOTES:
ELECTRICAL PANEL: PBD-200 ENCLOSURE: NEMA-4X MOUNTING: SURFACE MAIN: 200AT/200AF MCB
VOLTS: 120/208V 3 PHASE / 4 WIRE NEUTRAL: 100%:
LOCATION: BLACK SNAKE PUMP STATION BRACING: 35kAIC FULLY RATED FEED: 3#1/0 #1/ON #6G 2"C
LOAD SERVED
LOAD (KVA)
BREAKER
BRANCH CIRCUIT
CONDUCTORS
CKT
PHASE
CKT
BRANCH CIRCUIT
CONDUCTORS
BREAKER
LOAD SERVED
A
B
C
AMP
POLE
POLE
AMP
C
B
A
PUMP CONTROL PANEL
7.204
100
3
3#2 #2N #8G 1.5"C
1
A
2
3
50
0.000
SPARE BREAKER
7.204
3
B
4
0.000
7.204
5
C
6
0.000
SPARE BREAKER
0.000
30
3
7
A
8
3
30
0.000
SPARE BREAKER
0.000
9
B
10
0.000
0.000
11
C
12
0.000
GENERATOR BLOCK HEATER
0.500
20G
1
2#12 #12G 3/4"C
13
A
14
2#12 #12G 3/4"C
1
20G
0.250
GENERATOR BATTERY CHARGER
SPARE BREAKER
0.000
20
1
15
B
16
2#12 #12G 3/4"C
1
20
0.150
PANEL HOOD LIGHT
UTILITY POLE LIGHT
0.250
20
1
2#12 #12G 3/4"C
17
C
18
2#12 #12G 3/4"C
1
20
0.360
GFCI RECEPTACLE
REMOTE TELEMETRY UNIT
0.250
20
1
19
A
20
1
20G
0.000
GFCI SPARE BREAKER
GFCI SPARE BREAKER
0.000
20G
1
21
B
22
1
20G
0.000
GFCI SPARE BREAKER
GFCI SPARE BREAKER
0.000
20G
1
23
C
24
1
20G
0.000
GFCI SPARE BREAKER
SPARE BREAKER
0.000
20
1
25
A
26
1
20
0.000
SPARE BREAKER
SPARE BREAKER
0.000
20
1
27
B
28
1
20
0.000
SPARE BREAKER
SPARE BREAKER
0.000
20
1
29
C
30
1
20
0.000
SPARE BREAKER
TOTAL(S):
7.954
7.204
7.454
0.360
0.150
0.250
TOTAL BUS A LOAD: 8.204 KVA
TOTAL BUS B LOAD: 7.354 KVA
TOTAL CONNECTED KVA: 23.372 TOTAL BUS C LOAD: 7.814 KVA
BLACK SNAKE PUMP STATION LOAD / DEMAND CALCULATION
3-PHASE CONNECTED LOAD
DESCRIPTION
TYPE
DEMAND
FACTOR
CONNECTED
kVA
DEMAND
kVA
WASTEWATER PUMP No.1 'PMP-MTR-101'
WASTEWATER PUMP No.2'PMP-MTR-102'
PUMP STATION CONTROL PANEL'PCP'
CONTINUOUS 1.25 10.681
COINCIDENT 1.00 10.681
CONTINUOUS 1.00 0.250
13.351
10.681
0.250
3-PHASE CONNECTED TOTAL:
1-PHASE CONNECTED LOAD
24.28
GENERATOR ANCILLARY DEVICES
CONTROLS EQUIPMENT
RECEPTACLES AND LIGHTING
CONTINUOUS 1.25 0.275
CONTINUOUS 1.25 0.250
NONCONTINUOUS 0.50 0.360
0.344
0.313
0.180
1-PHASE CONNECTED TOTAL:
3-PHASE CONNECTED TOTAL:
0.836
24.282
TOTAL ESTIMATED LOAD:
25.119
ESTIMATED MAXIMUM DEMAND
25 208V / 3(� = 70
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
A
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
\\�\\IIIIIIII////////
CA)? 0
ESS/pN9lq'%;
SEAL
049985
�� vim••. F/yGINEF-�•' c,`����\�
/////11IIII 1\0\\
v
v MFMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
m
PROFILE
HOMES
1. REFERENCE ALL CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS FOR
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO
COMMENCING WORK.
2. CONTRACTOR SHALL REFERENCE AND IMPLEMENT ALL OWNER CONSTRUCTION
DETAILS AND STANDARDS
2.1.
3. ALL AC POWER CONDUCTORS FOR CIRCUITS 100A AND GREATER SHALL BE
STRANDED COPPER 600V TYPE XHHW-2 90°C
4. ALL AC POWER CONDUCTORS FOR CIRCUITS LESS THAN 100A SHALL BE STRANDED
COPPER 600V TYPE THHN/THWN 75°C
5. ALL CONTROL CONDUCTORS RATED LESS THAN 120V SHALL BE STRANDED
COPPER 300V TYPE THHN/THWN 75°C
INSTALLATION KEYNOTES:
O PROVIDE AND INSTALL CLASS-B GFCI CIRCUIT BREAKER(S)
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
BLACK SNAKE PUMP STATION PANELBOARD
SCHEDULES AND LOAD TABLE
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
NIA
VERTICAL:
NIA
E03.1
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\0011\ENG\80-DRAWINGS\ELECTRICAL\ER100_07967-0011.DWG 02/03/2023 14:44:28 ANDREW BRANCH

2-HOLE 1/2"0 TYPE'LA' EXOTHERMIC
MECHANICAL LUG WELD MOLD
0
GROUNDING CONDUCTOR
EXOTHERMIC WELD 'LA' CONNECTION
N.T.S.
TYPE'TA' EXOTHERMIC
WELD MOLD
EXOTHERMIC WELD 'TA' CONNECTION
CLEAN COMPACTED FILL
WITH STONE LESS THAN 3/4"
CONDUIT SIZE AND QUANTITY
AS REQUIRED
PVC -COATED RAC CONDUIT TRANSITION
THROUGH CONCRETE OR FLOOR SLAB
12" MIN
a a ° FINISHED CONCRETE
FLOOR SLAB
I �
SEE NOTE 1.
=_
=_�_
_
-------------
==
—I_I I I_I I I_I I I_ PVC -COATED RAC CONDUIT ELBOW FOR CABLE
I I =1 I I —III PULLING REQUIREMENTS
CLEAN COMPACTED SAND
PVC SCH-40 OR SCH-80 CONDUIT WITH 4" MIN. ENVELOPE
AROUND CONDUIT OR DUCTBANK
N.T.S.
DETAIL NOTES:
TYPE'VB' EXOTHERMIC FLAT PLATE
WELD MOLD BUILDING STEEL
GROUNDING CONDUCTOR
EXOTHERMIC WELD 'VB' CONNECTION
N.T.S.
CU-CLAD GROUND ROD
TYPE'GT' EXOTHERMIC
WELD MOLD
lei :Ze111►1911►[eZKe]►191lL4ato] Z
EXOTHERMIC WELD 'GTCONNECTION
N.T.S.
TYPE 'RC'
EXOTHERMIC WELD MOLD
REBAR
GROUNDING CONDUCTOR
EXOTHERMIC WELD 'RC' CONNECTION
N.T.S.
NON -HARDENING SILICONE
SEALANT
°
FINISHED FLOOR
°
a
°
a
a PVC BELL -END FITTING
a °
12" MIN.
A
CONCRETE PVC SCH-80 CONDUIT
a °
a GROUND CABLE
a
°
GROUND CABLE SLEEVE DETAIL
N.T.S.
11" x 18" CONCRETE BOX
WITH TRAFFIC RATED COVER AND OPEN BOTTOM
18"
24" MIN.
GROUND ROD TEST WELL
N.T.S.
1. BURIAL DEPTH OF CONDUIT OR DUCTBANK SHALL BE BASED ON THE LARGEST CONDUIT RADII SUCH THAT
THE THREADED CONNECTION TO THE PVC -COATED RAC CONDUIT TRANSITION IS 6" MINIMUM BELOW
BOTTOM OF CONCRETE FLOOR SLAB
TYPICAL UNDERSLAB CONDUIT STUB -UP INSTALLATION
N.T.S.
12"
MIN.
PVC -COATED RAC CONDUIT OR
PER CFPUA STANDARDS
FINISHED GRADE OR
g FLOOR
m .
12 PVC FEMALE ADAPTER
MIN.
8
• °p a
PVC SCH-40 OR SCH-80 CONDUIT
TYPICAL CONDUIT STUB -UP DETAIL
N.T.S.
13/16"x1-5/8" SS STRUT -CHANNEL
PUMP CABLING TERMINATION PANEL
(SIZE AS REQUIRED)
0 0 0 0 0
MALLEABLE IRON CABLE GLAND FITTING WITH
STAINLESS STEEL STRAIN RELIEF
SLACK CABLES COILED WITH
UV -RATED CABLE TIES
CLASS-1 DIV-II
D GRADE
AWAY FROM BOX)
JICAL CONNECTION
BOUNDARY 24" MIN.
PVC BELL -END FITTING
(SIZE AS REQUIRED)
' a CONCRETE SLAB
DETAIL NOTES:
1. REFERENCE NFPA-70 ARTICLE 500 FOR HAZARDOUS WIRING REQUIREMENTS PRIOR TO
COMMENCING WORK.
2. PUMP CABLING TERMINATION PANEL SHALL BE RATED NEMA-4X STAINLESS STEEL WITH
MILD -STEEL MOUNTING PANEL COATED WITH WHITE ENAMEL EPDXY FITTED WITH 600V RATED
PARTITIONED, STAINLESS -STEEL, SCREW -CAGE TERMINAL BLOCKS SIZED GREATER THAN
CONDUCTORS UTILIZED.
3. PUMP CABLING TERMINATION PANEL SHALL BE SIZED TO ACCOMMODATE ALL PUMP MOTOR
CABLING AND PUMP CONTROL CABLING.
4 PROVIDE SUFFICIENT SLACK IN CABLING TO REMOVE PUMP MOTORS AND CONTROL DEVICES
RUSHED STONE WITHOUT DISCONNECTING CABLES AND CONDUCTORS FROM WITHIN PUMP CABLING TERMINATION
PANEL.
5. INSTALL NON -HARDENING DUCT SEALANT IN AND AROUND CABLES ENTERING PVC -BELL -END
COPPER GROUND FITTINGS TO SUFFICIENTLY PROVIDE MOISTURE AND LIQUID BARRIER.
6. USE 316-SST FASTENERS AND HARDWARE.
J-CLAD GROUND ROD
WET -WELL PUMP POWER AND CONTROL CABLING TERMINATION PANEL DETAIL
N.T.S.
ASPHALT TOP COURSE PER PROJECT
REQUIREMENTS (REF. NOTE 2)
T.O. ASPHALT PVMT.
EL VARIES
Z (FIELD COORD. AS REQ'D)
[REF. NOTE 41
SCH-40 PVC CONDUITS—,,,,
I
N j (TYP.)
O
cV
Z ^ ^J ^
Z_ " "
fn �- n
(4) CONT. #4 BARS
(1 EA. CORNER)
[REF. NOTE 3.c]
3" CLR.
(TYP.)
DUCT BANK ASSEMBLY BELOW
BASE COURSE PER PROJECT REQUIREMENTS
(REF. NOTE 2)
COMPACTED FILL/SUBGRADE PER PROJECT
----
REQUIREMENTS (REF. NOTE 2)
j4T.O.
CON C. DUCT BANK
'
EL VARIES
(FIELD COORDINATE AS REQ D)
.Q .p
d'
�
E.O. C.I.P. CONC.
DUCT BANK (TYP.)
[REF. NOTE 3]
�•���� �����•
#4 "U"— BAR SHAPED TIES
SPA. 0 12" O.C. (T&B)
3"
1'-5» 19_5»
(MIN.)
6" MIN.
(TYP.)
1'-5" 1'-5"
21-0"
DETAIL NOTES:
1. NOT USED.
2. IN REGARDS TO THE PAVING BOX SECTION, IN ADDITION TO ASPHALT THICKNESS, THE AGGREGATE, GEOTEXTILE & COMPACTED
FILL/SUBGRADE ARE ALL IN ACCORDANCE WITH THE SPECIFICATIONS AND TYPICAL PAVING SECTIONS AND DETAILS.
3. IN REGARDS TO DUCT BANK CONSTRUCTION, NOTE THE FOLLOWING:
a.) CONCRETE 28-DAY COMPRESSIVE STRENGTH = 2,500 PSI (MIN.).
b.) CONCRETE DIMENSION BTWN. CJ's = 60'-0" (MAX.).
c.) AT CONSTRUCTION JT.'s BETWEEN SECTIONS SPLICE CORNER BARS 1'-9" (MIN.) w/ CORNER
BARS FOR THE ADJOINING POUR.
4. ALTHOUGH DETAIL SHOWS AN UNDER ASPHALT PAVED ROAD CONDITION, THIS DETAIL MAY BE UTILIZED FOR UN -REINFORCED
DUCT BANK BELOW GRADE LOCATIONS.
TYPICAL REINFORCED CONCRETE DUCTBANK UNDER ROADWAYS
SCALE: 1/2 = T-0"
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
A
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
..ARo�%j;%,
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/pN9l
SEAL
049985
�� vim••. F,yGINEF-�•' c,`����\�
�/11,11111111110�\
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v NFEMW&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
BARBED WIRE GROUNDING CLAMP
(TYPICAL ALL WIRES)
{NO GROUND CABLE ON BOLT -SIDE
OF CLAMP}
FENCE WIRE GROUNDING CLAMP
(TYPICAL (3) LOCATIONS)
{NO GROUND CABLE ON BOLT -SIDE
OF CLAMP}
#2 BARE CU
EXOTHERMIC WELD TYPE'PT'
(AS REQUIRED)
PRE -FABRICATED FLEXIBLE GATE
CABLE JUMPER
WITH EXOTHERMIC WELD TYPE'VA'
CONNECTIONS
EXOTHERMIC WELD TYPE'VA'
FENCE & GATE GROUNDING DETAIL
N.T.S.
PROFILE
HOMES
34
FINISHED GRADE
PVC SCH-8
BEL,
GENERAL NOTES:
1. REFERENCE ALL CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS FOR
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO
COMMENCING WORK.
2. CONTRACTOR SHALL REFERENCE AND IMPLEMENT ALL OWNER CONSTRUCTION
DETAILS AND STANDARDS
3. ALL AC POWER CONDUCTORS FOR CIRCUITS 100A AND GREATER SHALL BE
STRANDED COPPER 600V TYPE XHHW-2 90°C
4. ALL AC POWER CONDUCTORS FOR CIRCUITS LESS THAN 100A SHALL BE STRANDED
COPPER 600V TYPE THHN/THWN 75°C
5. ALL CONTROL CONDUCTORS RATED LESS THAN 120V SHALL BE STRANDED
COPPER 300V TYPE THHN/THWN 75°C
6. ALL UNDERGROUND RACEWAYS (THREE OR MORE) THAT LEAVE THE BUILDING OR
STRUCTURAL ENVELOPE SHALL BE SCH-40 PVC CONDUIT PLACED IN REINFORCED
CONCRETE DUCT -BANKS
6.1. UNDERGROUND RACEWAYS (LESS THAN THREE) SHALL BE SCH-80 PVC
CONDUIT DIRECT -BURIED WITH 24-INCH MINIMUM COVER FROM FINISHED
GRADE
7. RACEWAY TRANSITIONS OR PENETRATIONS THROUGH CEMENTITOUS MATERIAL
AND FINISHED GRADE SHALL BE PVC -RAC
8. THE DETAILS SHOWN SHALL NOT INTERFERE WITH TOWN OF PITTSBORO OR
CHATHAM PARK STANDARDS, IF A CONFLICT IS DISCOVERED, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER
RFANTENNA
niRFCTinNAI CAR
JOTE 1
DING GRID)
DETAIL NOTES:
1. ABOVE GRADE HEIGHT AND SUPPORT DEPTH TO BE DETERMINED BY RADIO
SYSTEM SUBCONTRACTOR AND CONTROL SYSTEM INTEGRATOR
1.1. IF RADIO PATH SURVEY REQUIRES ANTENNA HEIGHT ABOVE 35FT,
CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER AND PROVIDE METAL
TOWER ASSEMBLY AS REQUIRED
SCADA ANTENNA POLE DETAIL
N.T.S.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
TYPICAL INSTALLATION DETAILS
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
E04.0
HORIZONTAL:
NIA
DRAWING NUMBER
VERTICAL:
NIA
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\0011\ENG\80—DRAWINGS\ELECTRICAL\EH100_07967-0011.DWG 02/03/2023 14:44:41 ANDREW BRANCH

O
Al I IRAIKII IRA CAI IKI
181N
MIN
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
A
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
AUTUMN BROOK PUMP STATION
ELECTRICAL EQUIPMENT RACK (DETAIL -A)
SCALE: 3/4" = T - 0"
ELECTRICAL RACK INSTALLATION NOTES:
1. REFERENCE ELECTRICAL EQUIPMENT RACK CONCEPTUAL DETAIL SHOWN ON THIS SHEET FOR
DESIGN INTENT OF FINAL INSTALLATION.
2. CONDUIT(S) DEPICTED ON FRONT ELEVATIONS ARE SHOWN TO CONVEY DESIGN INTENT AND DO NOT
DEPICT ACTUAL SIZES. CONTRACTOR SHALL REFERENCE SHEETS E01.0 AND E02.1 FOR MINIMUM
CONDUIT AND CONDUCTOR REQUIREMENTS.
3. REFERENCE SHEET E00.0 GENERAL NOTES FOR SCOPE OF WORK REQUIREMENTS AND PROJECT
RESPONSIBILITIES PRIOR TO COMMENCING WORK.
4. REFERENCE SHEET E00.0 SECTION 3 FOR RACEWAY MATERIALS AND INSTALLATION REQUIREMENTS
5. REFERENCE SHEET E00.0 SECTION 7 FOR POWER AND CONTROL CONDUCTORS AND WIRING
MATERIALS AND INSTALLATION REQUIREMENTS
6. REFERENCE SHEET E00.0 SECTION 8 FOR GROUNDING AND BONDING MATERIALS AND INSTALLATION
REQUIREMENTS
7. REFERENCE SHEET E00.0 SECTION 11 HARDWARE AND FASTENER MATERIALS AND INSTALLATION
REQUIREMENTS
8. ALL CONDUIT(S) SHALL ENTER THE BOTTOM OF ALL ENCLOSURES WITH DIE-CAST ALUMINUM
CONDUIT HUBS - CHASE/CLOSE CONDUIT NIPPLES NOT ACCEPTABLE.
9. ALL CONDUIT ENTRIES SHALL HAVE MOISTURE SEALANT APPLIED AFTER ACCEPTED START-UP AND
COMMISSIONING WITH IDEAL INDUSTRIES DUCT -SEAL OR APPROVED EQUAL.
10. UNDERGROUND CONDUIT SHALL BE DIRECT -BURIED SCH-80 PVC.
10.1. ALL DIRECT -BURIED CONDUIT(S) SHALL HAVE 24" MINIMUM COVER.
11. ENTIRE ELECTRICAL SERVICE LATERAL (UTILITY SECONDARY) SHALL BE CONCRETE ENCASED SCH-40
PVC CONDUIT.
12. ALL CONDUIT SUPPORTS, CLAMPS, HANGERS, ETC. SHALL BE STAINLESS STEEL.
13. ALL STRUT -CHANNEL SHALL BE STAINLESS -STEEL.
14. STRUT -CHANNEL SHALL NOT BE BENT, DRILLED, CUT OR OTHERWISE MODIFIED TO PRODUCE
FITTINGS, BRACES OR BRACKETS FOR CONDUIT AND EQUIPMENT SUPPORTS.
15. MANUFACTURED STRUT -CHANNEL BRACES, BRACKETS, FITTINGS OR POST BASES SHALL BE
PROVIDED AND INSTALLED WITH ASSOCIATED HARDWARE AND FASTENERS FOR CONDUIT AND
EQUIPMENT SUPPORTS.
16. ALL FASTENERS, BOLTS, NUTS, SCREWS, WASHERS, ETC. SHALL BE STAINLESS STEEL
17. ALL THROUGH -BOLT FASTENINGS SHALL HAVE SST. FENDER AND LOCK WASHERS.
18. I -BEAM SUPPORT POSTS SHALL BE ALUMINUM W6x6 120" MIN.
18.1. ALL DRILLED HOLES SHALL BE DE -BURRED, FILED SMOOTH, CLEANED, DE -GREASED AND OIL
FREE PRIOR TO APPLYING ZINC RICH AEROSOL SPRAY
18.2. ALL HOLES, CHIPS, SCRATCHES, NICKS, ETC. INCLUDING EXOTHERMIC WELDS SHALL BE COATED
WITH (2) MIN, COATS OF ZINC RICH AEROSOL SPRAY, RUST-OLEUM P/N V2117838 OR APPROVED
EQUAL
18.3. I -BEAM SUPPORT POSTS SHALL HAVE 20-MIL CURED COAL -TAR EPDXY COATING PRIOR TO
EMBEDMENT INTO CONCRETE ANCHOR BASE, BITUMASTIC 50 OR APPROVED EQUAL
18.4. ALL I -BEAM SUPPORT POSTS SHALL BE CONNECTED TO "GROUNDING TRIODE" WITH TYPE "VB"
EXOTHERMIC WELDS.
DETAIL NOTES:
1. THE RENDERING SHOWN DEPICTS THE OVERALL DESIGN INTENT AND MAY NOT INCLUDE ACTUAL
ENCLOSURES, COMPONENTS, MATERIALS AND/OR ARRANGEMENTS REQUIRED FOR THIS
PROJECT.
2. ELECTRICAL SUB -CONTRACTOR SHALL COMPLY WITH THE CONTRACT DOCUMENTS,
SPECIFICATIONS AND DRAWINGS TO PROCURE FABRICATE AND INSTALL ELECTRICAL EQUIPMENT
RACKS AS REQUIRED FOR THIS PROJECT.
3. ELECTRICAL SUB -CONTRACTOR SHALL SUBMIT ALL INFORMATION AND DATA REQUIRED TO
FABRICATE ALL ELECTRICAL EQUIPMENT RACKS FOR ENGINEER REVIEW PRIOR TO ASSEMBLY
AND SITE INSTALLATION.
INSTALLATION KEYNOTES:
O INDUSTRIAL GRADE 125V/20A GFCI OUTLET ASSEMBLY:
• PASS & SEYMOUR P/N 2095TRWR OR APPROVED EQUAL
• CAST ALUMINUM SINGLE -GANG DEEP DEVICE BOX AND COVER:
•• CROUSE-HINDS P/N FDD2 OR APPROVED EQUAL
•• BRYANT WPB26E OR APPROVED EQUAL
(TYPICAL ALL EXTERIOR OUTLET ASSEMBLIES)
2O INDUSTRIAL GRADE 277V/20A TWO -POSITION, SINGLE -POLE, TOGGLE LIGHT
SWITCH:
• HUBBELL P/N HBL12211 OR APPROVED EQUAL
3O INDUSTRIAL WEATHER -TIGHT LED STRIP FIXTURE, SURFACE MOUNT:
• LITHONIA P/N VAP-4000LM-FST-MVOLT-GZ10-40K-80CR1 OR APPROVED EQUAL
[TYP. OF ONE (1)]
AREA CLASSIFICATION NOTES:
1. CLASS 1, DIVISION 1, GROUP D HAZARDOUS LOCATIONS:
1.1. ENTIRE SPACE OF INTERIOR OF WET WELL
1.1.1. PER NFPA 820 TABLE 4.2.2 ROW 14.
1.2. AREAS WITHIN 36-INCH RADIUS OF ANY WET WELL VENT TO ATMOSPHERE
1.2.1. PER NFPA 820 FIGURE A.4.2(b)
2. CLASS 1, DIVISION 2, GROUP D HAZARDOUS LOCATIONS:
2.1. ENTIRE SPACE OF INTERIOR OF BELOWGRADE, NON -VENTILATED VALVE VAULT
2.1.1. PER NFPA 820 TABLE 4.2.2 ROW 29
2.2. ENTIRE SPACE OF INTERIOR OF BELOWGRADE, NON -VENTILATED METER VAULT
2.2.1. PER NFPA 820 TABLE 4.2.2 ROW 34
2.3. AREAS WITHIN 36-INCHES HORIZONTALLY FROM SIDES AND 18-INCHES VERTICALLY FROM
TOP OF WET WELL HATCH OR OPENING.
2.3.1. PER NFPA 820 FIGURE A.4.2(b)
2.4. AREAS WITHIN 36-INCH AND 60-INCH RADIUS OF ANY WET WELL VENT TO ATMOSPHERE
2.4.1. PER NFPA 820 FIGURE A.4.2(b)
2.5. AREAS WITHIN 36-INCH RADIUS OF ANY BELOWGRADE VAULT VENT TO ATMOSPHERE
2.5.1. PER NFPA 820 FIGURE A.4.2(d)
AREA CLASSIFICATION LEGEND:
*HATCHING SHOWS THE FOLLOWING AREA CLASSIFICATIONS FOR ABOVE GRADE SPACE ONLY. SEE
NOTES ABOVE FOR BELOW GRADE CLASSIFICATION DEFINITIONS.
181N
MIN CLASS 1, DIVISION 1, GROUP D HAZARDOUS LOCATION
BLACK SNAKE PUMP STATION
ELECTRICAL EQUIPMENT RACK (DETAIL - B) / CLASS 1, DIVISION 2, GROUP D HAZARDOUS LOCATION
SCALE: 3/4" = T - 0" �/ L 2
�Q��EESS/pN9lq'%;
SEAL
049985
�� vim••. F,yGINEF-�•' c,`����\�
1111,11IIII 1\0\\
v
v MFMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
EQUIPMENT RACK INSTALLATION DETAILS
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
NIA
VERTICAL:
NIA
E04.1
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
FOR CONSTRUCTION
I:\07967\0011\ENG\80-DRAWINGS\ELECTRICAL\EH100_07967-0011.DWG 02/03/2023 14:44:44 ANDREW BRANCH

m
E
1 - SITE PLAN
SCALE: 1 "=5'
REV.NO. DESCRIPTION DATE
0 FINAL DESIGN - ISSUED FOR CONSTRUCTION 2023.01.27
A FINAL DESIGN - NOT FOR CONSTRUCTION 2022.12.08
REVISIONS
E
m
F
F6 F6
I
5' 0 5' 10,
SCALE: 1"=5' (Horiz.)
v
v MFMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
EQUIPMENT DESCRIPTION AND IDENTIFIER:
1A UTILITY PAD -MOUNT TRANSFORMER 120/208V 3(� 4W
1B UTILITY METER BASE
1C MAIN DISCONNECT'MD1'
2A STANDBY GENERATOR 'GEN' WITH ENCLOSURE AND SUB -BASE FUEL TANK
3A AUTOMATIC TRANSFER SWITCH 'ATS'
3g MAIN PANELBOARD'PBD-100'
4A WASTEWATER PUMP MOTOR No.1 'P-1001'
5A WASTEWATER PUMP MOTOR No.2'P-1002'
9A PUMP CONTROL PANEL'PCP-100'
10A REMOTE TELEMETRY UNIT'RTU-100'
10B SCADA ANTENNA POLE ASSEMBLY
11A AREA LIGHT POLE ASSEMBLY
12A WETWELL FLOAT TERMINATION BOX
INSTALLATION KEYNOTES:
1A PROVIDE AND INSTALL CONCRETE FOUNDATION FOR PAD -MOUNT TRANSFORMER
PER DUKE/PROGRESS ENERGY CONSTRUCTION STANDARDS. COORDINATE
LOCATION WITH DUKE/PROGESS ENERGY AND OWNER.
1B PROVIDE AND INSTALL METERING CABINET AND METER SOCKET BASE PER
DUKE/PROGRESS ENERGY CONSTRUCTION STANDARDS TO INCLUDE OWNER
CONSTRUCTION STANDARDS. COORDINATE LOCATION WITH DUKE/PROGESS
ENERGY AND OWNER.
1C INSTALL GROUNDING ELECTRODE CONDUCTOR TO FUSED DISCONNECT SWITCH
AND BOND TO NEUTRAL PER APPLICABLE NEC ARTICLES
2A PROVIDE AND INSTALL 3/4" x 120" CU-CLAD GROUND ROD GT-TYPE EXOTHERMIC
WELDED TO #2AWG BARE COPPER TO FORM PERIMETER GROUND RING:
HARGER P/N 3410C OR APPROVED EQUAL
2g PROVIDE AND INSTALL CONCRETE GROUND WELL TEST BOX
REFERENCE DETAIL ON SHEET E04.0
2C PROVIDE AND INSTALL EXOTHERMIC WELD'TA' TYPE CONNECTIONS FOR BONDING
CABLE TO GROUND RING
2D GROUND/BOND SCADA ANTENNA POLE ASSEMBLY
(REFERENCE DETAIL ON SHEET E04.0)
3A PROVIDE AND INSTALL (TYPICAL ALL) BONDING CONNECTIONS FROM FENCE
POSTS TO PERIMETER GROUNDING RING WITH UL LISTED FENCE POST CLAMP:
HARGER P/N CPC1.5/2TP OR APPROVED EQUAL
3g PROVIDE AND INSTALL (TYPICAL ALL) FLEXIBLE BONDING CONNECTIONS FROM
FENCE POSTS TO FENCE GATES WITH UL LISTED CLAMPS AND FLEXIBLE BRAIDED
CONDUCTORS:
HARGER P/N CPC1.5/2TP OR APPROVED EQUAL
HARGER P/N MJ10-300-6 OR APPROVED EQUAL
4A BOND ELECTRICAL EQUIPMENT AND/OR FRAMING SUPPORTS WITH BARE #2AWG
BARE CU WIRE WITH HIGH -PRESS MECHANICAL LUG CONNECTIONS USING
STAINLESS -STEEL ANTI -VIBRATION FASTENERS
4B PROVIDE GROUND CABLE SLEEVE PER DETAIL SHOWN ON DRAWING E03.0
4C PROVIDE 241N MINIMUM GROUND CABLE FOR FUTURE CONNECTION
5A BOND MAN -WAY HATCH COVERS WITH UL-LISTED MECHANICAL LUG CONNECTION
[TYPICAL ONE (1) PER HATCH]
5B BOND DISCHARGE PIPING WITH UL-LISTED MECHANICAL LUG CONNECTION
5C BOND POTABLE WATER PIPE WITH HEAVY-DUTY GROUNDING CLAMP
THOMAS & BETTS P/N 3902 OR APPROVED EQUAL
O AREA LIGHT POLE ASSEMBLY SHALL BE PROVIDED AND INSTALLED THROUGH
DUKE ENERGY SITE LIGHTING PROGRAM. CONTRACTOR SHALL COORDINATE
WITH ENGINEER AND OWNER ALONG WITH DUKE ENERGY AND PROVIDE
SERVICES AS REQUIRED FOR LIGHT POLE ASSEMBLY APPROVALS AND
INSTALLATION.
6A INDUSTRIAL GRADE 125V/20A GFCI OUTLET ASSEMBLY:
• PASS & SEYMOUR P/N 2095TRWR OR APPROVED EQUAL
• CAST ALUMINUM SINGLE -GANG DEEP DEVICE BOX AND COVER:
•• CROUSE-HINDS P/N FD2 OR APPROVED EQUAL
•• APPLETON P/N FSKGF1 OR APPROVED EQUAL
(TYPICAL ALL INTERIOR OUTLET ASSEMBLIES)
gg INDUSTRIAL GRADE 125V/20A GFCI OUTLET ASSEMBLY:
• PASS & SEYMOUR P/N 2095TRWR OR APPROVED EQUAL
• CAST ALUMINUM SINGLE -GANG DEEP DEVICE BOX AND COVER:
•• CROUSE-HINDS P/N FDD2 OR APPROVED EQUAL
•• BRYANT WPB26E OR APPROVED EQUAL
(TYPICAL ALL EXTERIOR OUTLET ASSEMBLIES)
6C NON-METALLIC BACK BOX, ANGLED WALL BOX ADAPTER, WATER -TIGHT SAFETY
SHROUD TWIST -LOCK NEMA L5-20R RECEPTACLE ASSEMBLY:
• HUBBELL P/N BB203ON OR EQUAL
• HUBBELL P/N AA203OPS OR EQUAL
• HUBBELL P/N HBL2310SW OR EQUAL
7A INDUSTRIAL GRADE 277V/20A TWO -POSITION, SINGLE -POLE, TOGGLE LIGHT
SWITCH:
• HUBBELL P/N HBL12211 OR APPROVED EQUAL
7B INDUSTRIAL GRADE 277V/20A THREE -POSITION, TWO -CIRCUIT, CENTER OFF,
DOUBLE -POLE, DOUBLE -THROW TOGGLE LIGHT SWITCH:
• HUBBELL P/N HBL13861 OR APPROVED EQUAL
LIGHT SWITCH SHALL BE WIRED TO EXTERIOR LIGHT FIXTURES TO PROVIDE THE
FOLLOWING OPERATION:
• OFF
• ON
• PHOTO -CELL CONTROL
7C CAST ALUMINUM TWO -GANG SWITCH BOX AND COVER ASSEMBLY:
• CROUSE-HINDS P/N FSD212 OR APPROVED EQUAL
• APPLETON P/N FSK-2TS-A OR APPROVED EQUAL
7D INDUSTRIAL GRADE 277V/6A ELECTRONIC TYPE PHOTOCELL CONTROL
W/HEAVY-DUTY DIE-CAST HOUSING:
• INTERMATIC P/N EK4436SM OR APPROVED EQUAL
gq INDUSTRIAL WEATHER -TIGHT LED STRIP FIXTURE, SURFACE MOUNT:
• LITHONIA P/N VAP-4000LM-FST-MVOLT-GZ10-40K-80CR1 OR APPROVED EQUAL
[TYPICAL OF THREE (3)]
gg INDUSTRIAL WEATHER -TIGHT LED WALL -PACK FIXTURE WITH WIRE GUARD:
• LITHONIA P/N THW -LED-P2-40K-T3M-MVOLT-SF-WG-DDBXD OR APPROVED
EQUAL
9A NOT USED
10 PROVIDE AND INSTALL ELECTRICAL EQUIPMENT RACK AND CONCRETE
FOUNDATION.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
AUTUMN BROOK PUMP STATION POWER AND
GROUNDING SITE PLAN
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
1 "=5'
VERTICAL:
NIA
E10.0
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\0011\ENG\80—DRAWINGS\ELECTRICAL\EB100_07967-0011.DWG 02/03/2023 14:44:59 ANDREW BRANCH

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1 - SITE PLAN
SCALE: 1"=10'
REV.NO. DESCRIPTION DATE
0 FINAL DESIGN - ISSUED FOR CONSTRUCTION 2023.01.27
A FINAL DESIGN - NOT FOR CONSTRUCTION 2022.12.08
REVISIONS
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SCALE: 1"=10' (Horiz.)
v
v MFMM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
DEMOLITION KEYNOTES:
1A DETERMINATE AND REMOVE PUMP CONTROL PANEL, PUMPS, FLOATS AND WIRING
FROM EXISTING RACK IN THEIR ENTIRETY.
2A DETERMINATE AND REMOVE MAIN PANELBOARD, CONDUIT, AND WIRING FROM
EXISTING RACK IN THEIR ENTIRETY.
3A DETERMINATE AND REMOVE MISSION REMOTE TELEMETRY UNIT. PANEL IS TO BE
RETAINED AND RELOCATED ON NEW EQUIPMENT RACK.
EQUIPMENT DESCRIPTION AND IDENTIFIER:
1A UTILITY POLE -MOUNT TRANSFORMER 120/208V 3(� 4W
1B UTILITY METER BASE
1C MAIN DISCONNECT'MD1'
2A STANDBY GENERATOR 'GEN' WITH ENCLOSURE AND SUB -BASE FUEL TANK
3A AUTOMATIC TRANSFER SWITCH 'ATS'
3B MAIN PANELBOARD'PBD-100'
4A WASTEWATER PUMP MOTOR No.1 'P-1001'
5A WASTEWATER PUMP MOTOR No.2'P-1002'
9A NEW PUMP CONTROL PANEL'PCP-100'
gg EXISTING PUMP CONTROL PANEL'PCP-100'
10A REMOTE TELEMETRY UNIT RTU-100
10B SCADA ANTENNA POLE ASSEMBLY
11A AREA LIGHT POLE ASSEMBLY
12A NEW WETWELL FLOAT TERMINATION BOX
12B EXISTING WETWELL FLOAT TERMINATION BOX
INSTALLATION KEYNOTES:
1A PROVIDE AND INSTALL CONCRETE FOUNDATION FOR PAD -MOUNT TRANSFORMER
PER DUKE/PROGRESS ENERGY CONSTRUCTION STANDARDS. COORDINATE
LOCATION WITH DUKE/PROGESS ENERGY AND OWNER.
1B PROVIDE AND INSTALL METERING CABINET AND METER SOCKET BASE PER
DUKE/PROGRESS ENERGY CONSTRUCTION STANDARDS TO INCLUDE OWNER
CONSTRUCTION STANDARDS. COORDINATE LOCATION WITH DUKE/PROGESS
ENERGY AND OWNER.
1C INSTALL GROUNDING ELECTRODE CONDUCTOR TO FUSED DISCONNECT SWITCH
AND BOND TO NEUTRAL PER APPLICABLE NEC ARTICLES
2A PROVIDE AND INSTALL 3/4" x 120" CU-CLAD GROUND ROD GT-TYPE EXOTHERMIC
WELDED TO #2AWG BARE COPPER TO FORM PERIMETER GROUND RING:
HARGER P/N 3410C OR APPROVED EQUAL
2g PROVIDE AND INSTALL CONCRETE GROUND WELL TEST BOX
REFERENCE DETAIL ON SHEET E04.0
2C PROVIDE AND INSTALL EXOTHERMIC WELD'TA' TYPE CONNECTIONS FOR BONDING
CABLE TO GROUND RING
2D GROUND/BOND SCADA ANTENNA POLE ASSEMBLY
(REFERENCE DETAIL ON SHEET E04.0)
3A PROVIDE AND INSTALL (TYPICAL ALL) BONDING CONNECTIONS FROM FENCE
POSTS TO PERIMETER GROUNDING RING WITH UL LISTED FENCE POST CLAMP:
HARGER P/N CPC1.5/2TP OR APPROVED EQUAL
3g PROVIDE AND INSTALL (TYPICAL ALL) FLEXIBLE BONDING CONNECTIONS FROM
FENCE POSTS TO FENCE GATES WITH UL LISTED CLAMPS AND FLEXIBLE BRAIDED
CONDUCTORS:
HARGER P/N CPC1.5/2TP OR APPROVED EQUAL
HARGER P/N MJ10-300-6 OR APPROVED EQUAL
4A BOND ELECTRICAL EQUIPMENT AND/OR FRAMING SUPPORTS WITH BARE #2AWG
BARE CU WIRE WITH HIGH -PRESS MECHANICAL LUG CONNECTIONS USING
STAINLESS -STEEL ANTI -VIBRATION FASTENERS
4B PROVIDE GROUND CABLE SLEEVE PER DETAIL SHOWN ON DRAWING E03.0
4C PROVIDE 241N MINIMUM GROUND CABLE FOR FUTURE CONNECTION
5A BOND MAN -WAY HATCH COVERS WITH UL-LISTED MECHANICAL LUG CONNECTION
[TYPICAL ONE (1) PER HATCH]
5B BOND DISCHARGE PIPING WITH UL-LISTED MECHANICAL LUG CONNECTION
5C BOND POTABLE WATER PIPE WITH HEAVY-DUTY GROUNDING CLAMP
THOMAS & BETTS P/N 3902 OR APPROVED EQUAL
O AREA LIGHT POLE ASSEMBLY SHALL BE PROVIDED AND INSTALLED THROUGH
DUKE ENERGY SITE LIGHTING PROGRAM. CONTRACTOR SHALL COORDINATE
WITH ENGINEER AND OWNER ALONG WITH DUKE ENERGY AND PROVIDE
SERVICES AS REQUIRED FOR LIGHT POLE ASSEMBLY APPROVALS AND
INSTALLATION.
6A INDUSTRIAL GRADE 125V/20A GFCI OUTLET ASSEMBLY:
• PASS & SEYMOUR P/N 2095TRWR OR APPROVED EQUAL
• •• CAST
BOX
CROUSE-H NDS P/N FD2 OR APPROVED EQLAND COVER:
•• APPLETON P/N FSKGF1 OR APPROVED EQUAL
(TYPICAL ALL INTERIOR OUTLET ASSEMBLIES)
gg INDUSTRIAL GRADE 125V/20A GFCI OUTLET ASSEMBLY:
• PASS & SEYMOUR P/N 2095TRWR OR APPROVED EQUAL
• CASIAND COVER:
CROUSE-H NDS P/N FDD2 OR APPROVED EQUAL
••
•• BRYANT WPB26E OR APPROVED EQUAL
(TYPICAL ALL EXTERIOR OUTLET ASSEMBLIES)
6C NON-METALLIC BACK BOX, ANGLED WALL BOX ADAPTER, WATER -TIGHT SAFETY
SHROUD TWIST -LOCK NEMA L5-20R RECEPTACLE ASSEMBLY:
• HUBBELL P/N BB203ON OR EQUAL
• HUBBELL P/N AA203OPS OR EQUAL
• HUBBELL P/N HBL2310SW OR EQUAL
7A INDUSTRIAL GRADE 277V/20A TWO -POSITION, SINGLE -POLE, TOGGLE LIGHT
SWITCH:
• HUBBELL P/N HBL12211 OR APPROVED EQUAL
7B INDUSTRIAL GRADE 277V/20A THREE -POSITION, TWO -CIRCUIT, CENTER OFF,
DOUBLE -POLE, DOUBLE -THROW TOGGLE LIGHT SWITCH:
• HUBBELL P/N HBL13861 OR APPROVED EQUAL
LIGHT SWITCH SHALL BE WIRED TO EXTERIOR LIGHT FIXTURES TO PROVIDE THE
FOLLOWING OPERATION:
• OFF
• ON
• PHOTO -CELL CONTROL
7C CAST ALUMINUM TWO -GANG SWITCH BOX AND COVER ASSEMBLY:
• CROUSE-HINDS P/N FSD212 OR APPROVED EQUAL
• APPLETON P/N FSK-2TS-A OR APPROVED EQUAL
7D INDUSTRIAL GRADE 277V/6A ELECTRONIC TYPE PHOTOCELL CONTROL
W/HEAVY-DUTY DIE-CAST HOUSING:
• INTERMATIC P/N EK4436SM OR APPROVED EQUAL
gq INDUSTRIAL WEATHER -TIGHT LED STRIP FIXTURE, SURFACE MOUNT:
• LITHONIA P/N VAP-4000LM-FST-MVOLT-GZ10-40K-80CR1 OR APPROVED EQUAL
[TYPICAL OF THREE (3)]
gg INDUSTRIAL WEATHER -TIGHT LED WALL -PACK FIXTURE WITH WIRE GUARD:
• LITHONIA P/N THW -LED-P2-40K-T3M-MVOLT-SF-WG-DDBXD OR APPROVED
EQUAL
gq DUCTBANK INSTALLATION ACROSS FORCE MAIN:
• REFERENCE DUCTBANK INSTALLATION DETAIL ON E04.0
10A PROVIDE AND INSTALL ELECTRICAL EQUIPMENT RACK AND CONCRETE
FOUNDATION.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
BLACKSNAKE PUMP STATION POWER AND
GROUNDING SITE PLAN
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
1 "=10'
VERTICAL:
NIA
E11.0
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\001 1 \ENG\80—DRAWINGS\ELECTRICAL\EB200_07967-001 1 .DWG 02/03/2023 1 4:45:15 ANDREW BRANCH

1
ABBREVIATIONS
2 CONTRACTOR RESPONSIBILITIES
2.1. CONTRACTOR SHALL REFERENCE ALL SPECIFICATIONS, DRAWINGS AND CONTRACT DOCUMENTS FOR
3 POWER AND CONTROL RACEWAYS
3.1. EXPOSED RACEWAYS SHALL BE SCH-80 PVC CONDUIT UNLESS OTHERWISE NOTED ON THE CONTRACT
NOTE: ALL ABBREVIATIONS MAY NOT BE UTILIZED FOR THIS PROJECT
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO COMMENCING WORK.
DOCUMENTS
A, AMP
AMMETER/AMPERE
MFR
MANUFACTURER
2.2. CONTRACTOR SHALL COMPLY WITH ALL OWNER STANDARDS, DETAILS, AND SPECIFICATIONS.
3.2. CONCEALED RACEWAYS EMBEDDED IN CONCRETE SHALL BE SCH-40 PVC CONDUIT
ACV
AIR OPERATED CONTROL VALVE
MH
MIN
MANHOLE
MINIMUM
2.3. THE GENERAL NOTES AS STATED ON THIS SHEET ARE APPLICABLE TO ALL CONTRACT DOCUMENTS
3.3. DIRECT -BURIED RACEWAYS SHALL BE SCH-80 PVC CONDUIT
AFD
ADJUSTABLE FREQUENCY DRIVE
AFF
ABOVE FINISHED FLOOR
MLO
MAIN LUGS ONLY
AND SCOPE OF WORK UNDER THIS CONTRACT UNLESS NOTED OTHERWISE.
3.4. RACEWAY TRANSITIONS THROUGH FINISHED GRADE AND/OR CONCRETE SHALL BE PVC -COATED RIGID
AFG
ABOVE FINISHED GRADE
MS
MOISTURE SENSOR
2.4. ALL ELECTRICAL WORK SHALL COMPLY WITH THE CURRENT NFPA, NEC, NESC AND LOCAL CODES
ALUMINUM CONDUIT (PVC -RAC) WITH THREADED PVC FEMALE ADAPTORS TO JOIN PVC CONDUIT.
AHU
AIR HANDLING UNIT
MSB
MAIN SWITCHBOARD
INCLUDING OWNERS STANDARDS AND REQUIREMENTS.
3.5. DRAWINGS DEPICT MAJOR DUCTBANK, CABLE -TRAY, BUS -DUCT, WIRE -WAY, TRENCH/FLOOR DUCTS,
AIC
AMPERE INTERRUPTING CAPACITY
MTD
MOUNTED/MOUNTING
2.5. CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRICAL UTILITY TO ESTABLISH NEW
RACEWAY, CONDUIT, ETC., TO INCLUDE CABLE, CONDUCTOR AND WIRING IN SCHEMATIC AND/OR
AIT
ANALYTICAL INDICATION TRANSMITTER
MTG
MOUNTING
ELECTRICAL SERVICE(S) AND FINAL CONNECTIONS TO PROVIDE UTILITY POWER AS REQUIRED TO
DIAGRAMMATIC FORMATS. THE CONTRACTOR SHALL REFERENCE ALL EQUIPMENT SPECIFICATIONS
AL
ALUMINUM
MTS
MANUAL TRANSFER SWITCH
INCLUDE ESTABLISHING TEMPORARY UTILITY ACCOUNT TO PROVIDE ELECTRICAL POWER FOR
AND MANUFACTURER INSTRUCTIONS FOR ADDITIONAL INSTALLATION REQUIREMENTS.
ARMS
ARC -FLASH REDUCTION SYSTEM
MV
MEDIUM VOLTAGE - MOTOR VIBRATION DETECTOR
START-UP AND COMMISSIONING.
3.6. RACEWAY INSTALLATION AND/OR ARRANGEMENT LAYOUTS ARE NOT TYPICALLY SHOWN ON THE
AS
AMMETER SWITCH
NA
N/A
NON -AUTOMATIC
NOT APPLICABLE
2.6. THE ELECTRICAL INSTALLATION SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE NECA/NEIS
DRAWINGS. CONTRACTOR SHALL DEVELOP LOGICAL GROUPINGS, ROUTING AND MARSHALLING OF
ATS
AUTOMATIC TRANSFER SWITCH
NC
NORMALLY CLOSE
STANDARDS TO INCLUDE OWNER CONSTRUCTION STANDARDS.
DUCTBANK, CABLE -TRAY, BUS -DUCT, WIRE -WAY, TRENCH/FLOOR DUCT, RACEWAY, CONDUIT, ETC.,
AUX
AUXILIARY
THESE SHALL NOT BE ROUTED THROUGH OR INTERFERE WITH ANY STRUCTURAL ELEMENTS.
AWG
AMERICAN WIRE GAUGE
NEC
NATIONAL ELECTRIC CODE
2.7. CONTRACTOR SHALL PLAN AND COORDINATE ELECTRICAL CONSTRUCTION WITH ALL CRAFT/TRADE TO
CONTRACTOR SHALL SUBMIT THESE RACEWAY INSTALLATION AND/OR ARRANGEMENT LAYOUTS PER
AQD
ARC QUENCHING DEVICE
N, NEU
NEUTRAL
ACHIEVE AN EFFICIENT AND EFFECTIVE ELECTRICAL INSTALLATION.
THE SPECIFICATIONS FOR ENGINEER REVIEW PRIOR TO INSTALLATION.
BKR
BREAKER
NO
NIC
NORMALLY OPEN
NOT IN CONTRACT
2.8. THE SCHEDULING AND DURATION OF ANY PROCESS OR FACILITY SHUTDOWN TO REMOVE AND/OR
3.7. RACEWAY ROUTINGS SHALL BE ORGANIZED AND GROUPED IN A PRACTICAL MANNER TO MINIMIZE
BLDG
BUILDING
NTS
NOT TO SCALE
INSTALL EQUIPMENT SHALL BE COORDINATED IN ADVANCE WITH FACILITY MANAGEMENT, ENGINEER,
CROSS-OVERS AND SADDLES. RACEWAY INSTALLATIONS SHALL BE ARRANGED TO ENTER EQUIPMENT
BV
C
BUTTERFLY VALVE
CONDUIT
OFCI
OWNER FURNISHED, CONTRACTOR INSTALLED
OWNER OR OWNER REPRESENTATIVE.
FOR DIRECT CONDUCTOR TERMINATIONS.
CAB
CABINET
OL
OVERLOAD RELAY
3.8. RACEWAYS SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. THESE SHALL
CB
CIRCUIT BREAKER
P
POLE
RUN PARALLEL TO LANDSCAPE AND STRUCTURAL FEATURES WHILE THE BENDS AND TURNS SHALL BE
CBV
CABLE BY VENDOR, INSTALLED BY CONTRACTOR
PA
PUBLIC ADDRESS
MADE BY MEANS OF LARGE RADII FITTINGS.
CCTV
CLOSED CIRCUIT TELEVISION
PB
PUSH BUTTON
3.9. PROVIDE FLEXIBLE RACEWAY CONNECTIONS TO ALL EQUIPMENT SUBJECT TO MOVEMENT AND/OR
CHH
COMMUNICATION HANDHOLE
P/B
PULL BOX
VIBRATION. CONTRACTOR SHALL MAKE RACEWAY CONNECTIONS COMPLETE AND IN ACCORDANCE
CKT
CIRCUIT
PCP
PF
PUMP CONTROL PANEL
POWER FACTOR
5 ELECTRICAL EQUIPMENT
WITH THE SPECIFICATIONS.
CLG
CEILING
CHLORINE
PFC
POWER FACTOR CORRECTION CAPACITORS
3.10. CONTRACTOR SHALL PROVIDE ALL REQUIRED PULL BOXES, TERMINAL BOXES AND JUNCTION BOXES
CL2
CMH
COMMUNICATION MANHOLE
PFD
PULL FUSE DISCONNECT
FOR INSTALLATION FOR THE WIRING SYSTEMS IN ACCORDANCE WITH THE SPECIFICATIONS THOUGH
PANEL
cp, PH
PHASE
5.1. 600V RATED ELECTRICAL EQUIPMENT SHALL HAVE AN AMPERE INTERRUPTING CAPACITY (AIC) RATINGS
ALL BOXES MAY NOT BE INDICATED ON THE DRAWINGS.
CP
CPT
CONTROL
CONTROL POWER TRANSFORMER
PIT
PRESSURE INDICATION TRANSMITTER
AS SHOWN ON THE CONTRACT DRAWINGS.
3.11. SPARE CONDUITS SHALL BE CAPPED OR PLUGGED WITH A PVC FITTING AND INCLUDE 200# TEST
CR
CONTROL RELAY, CORROSION RESISTANT
PLC
PROGRAMMABLE LOGIC CONTROLLER
5.2. EQUIPMENT SHALL BE ARRANGED AND INSTALLED TO COMPLY WITH ALL CODE -REQUIRED,
POLYPROPYLENE PULL STRING.
CS
CONTROL STATION
PNL
PANEL
MANUFACTURER -RECOMMENDED AND HEAT -DISSIPATION
CSH
DIAPHRAGM LEAK DETECTOR
PP
POWER PANEL, POWER POLE
CLEARANCES.
CT
CURRENT TRANSFORMER
PR
PAIR
5.3. EQUIPMENT INSTALLATIONS AND PLACEMENTS SHALL COMPLY WITH NEC ARTICLE
CTRL
CONTROL
PRI
PRIMARY
CU
COPPER
PS
PRESSURE SWITCH
110 FOR ALL CLEARANCE REQUIREMENTS.
CV
CONTROL VALVE
PT
POTENTIAL TRANSFORMER
5.4. EQUIPMENT SHALL FIT INTO THOSE SPACES AS SHOWN ON THE CONTRACT
6 DUCTBANK SYSTEMS
DB
DECIBEL
PTZ
PAN -TILT -ZOOM
DRAWINGS. CONTRACTOR IS RESPONSIBLE TO PROVIDE EQUIPMENT WHICH MEETS THE SPACE
DC
DIRECT CURRENT
PVC
POLYVINYL CHLORIDE
REQUIREMENTS.
DCS
DISTRIBUTED CONTROL SYSTEM
REC
RECEPTACLE
6.1. DUCTBANK SYSTEM ROUTING AND SECTIONS ARE SHOWN ON THE CONTRACT DOCUMENTS AS
DETD
DUAL ELEMENT TIME DELAY
REQ'D
REQUIRED
5.5. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS REQUIRED FOR MAKING FINAL
DIAGRAMMATIC, CONTRACTOR SHALL SUBMIT PROPOSED DUCTBANK INSTALLATION LAYOUT DRAWINGS
DISC
DISCONNECT
RGS
RIGID GALVANIZED STEEL
CONNECTIONS FOR ALL EQUIPMENT INSTALLED AND/OR MODIFIED UNDER CONTRACT.
FOR ENGINEER REVIEW PRIOR TO EXCAVATION, FABRICATION AND/OR INSTALLATION PER SPECIFICATION
DN
DOWN
RMC
RIGIDREMOTE TELEMETRY UNIT
SECTION 26 05 43 1.4A
DPDT
DOUBLE POLE DOUBLE THROW
R/S
RUN/STOP HAND SWITCH
6.2. DUCTBANK SYSTEMS SHALL NOT INTERFERE WITH ANY STRUCTURAL FOUNDATION AND/OR FEATURE
DPSH
DIFFERENTIAL PRESSURE SWITCH
RVSS
REDUCED VOLTAGE SOFT STARTER
DS
DISCONNECT SWITCH
SCCR
SHORT CIRCUIT CURRENT RATING
6.3. DUCTBANK SYSTEMS SHALL HAVE A MINIMUM OF 18-INCH OF CLEAN COMPACTED COVER UNLESS
DWG
DRAWING
SCADA
SUPERVISORY CONTROL AND DATA ACQUISITION
OTHERWISE STATED IN THE CONTRACT DOCUMENTS
EC
EMPTY CONDUIT
SEC
SECONDARY
8 GROUNDING AND BONDING
6.4. DUCTBANK SYSTEMS ROUTED UNDER ROADWAYS SHALL BE CONSTRUCTED AND INSTALLED PER
EF
EXHAUST FAN
SP
SPARE
STRUCTURAL ENGINEER OF RECORD DESIGN REQUIREMENTS
EHH
ELECTRICAL HANDHOLE
SPEC
SPD
SPECIFICATION
SURGE PROTECTION DEVICE
8.1. GROUNDING AND BONDING SYSTEMS SHALL COMPLY WITH NFPA 70 AND NFPA 780 TO INCLUDE THOSE
6.5. DUCTBANK SYSTEMS SHALL INCLUDE A BARE COPPER GROUNDING CONDUCTOR LAID 6 TO
EL, ELEV
ELTU
ELEVATION
ELECTRONIC TRIP UNIT
SS
SELECTOR SWITCH
REQUIREMENTS IN SPECIFICATION SECTION 26 05 19
12-INCHES ABOVE DUCTBANK AND ROUTED INTTOO EACH MAN -HOLE AC
EMER
EMERGENCY
SST
STAINLESS STEEL
8.2. REFERENCE GROUNDING INSTALLATION DETAILS AS SHOWN ON CONTRACT DOCUMENTS
6.6. DUCTBANK GROUNDING CONDUCTOR SHALL BE CONNECTED WITH EXOTHERMIC WELDS TO GROUNDING
EMH
ELECTRICAL MANHOLE
ST
SHUNT TRIP
8.3. ALL DIRECT -BURIED GROUNDING SYSTEM CONDUCTORS SHALL BE BARE 4/OAWG COPPER
SYSTEMS AS SHOWN THE DRAWINGS
EMT
ELECTRICAL METALLIC TUBING
SV
SOLENOID VALVE
6.7. DUCTBANK SYSTEMS SHALL BE ARRANGED TO ALLOW 1.5 TO 2.0-INCH MINIMUM SEPARATION BETWEEN
ENCL
ENCLOSURE
SW
SWITCH
8A. ALL CONCRETE ENCASED GROUNDING SYSTEM CONDUCTORS SHALL BE TINNED 4/OAWG COPPER
RACEWAYS
EPRF
EXPLOSION PROOF
SWBD
SWITCHBOARD
8.5. ALL GROUNDING AND BONDING TAPS SHALL BE TINNED #2AWG COPPER MINIMUM
6.8. ABS PLASTIC DUCT -SPACERS SHALL BE UTILIZED AND INSTALLED TO MAINTAIN RACEWAY SEPARATION
EQUIP
EQUIPMENT
SWGR
SWITCH GEAR
8.6. GROUNDING SYSTEM CONDUCTORS SHALL BE BURIED 30-INCH BELOW FINISHED GRADE
DURING PLACEMENT OF CONCRETE
EWC
ELECTRIC WATER COOLER
TB
TERMINAL BOX
TELEPHONE
8.7. UNDERGROUND OR CONCRETE ENCASED GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH
6.8.1. UNDERGROUND DEVICES INC. P/N DUCT DONUT 2C OR APPROVED EQUAL
EWH
EXIST
ELECTRIC WATER HEATER
EXISTING
TEL
TEMP
TEMPERATURE
EXOTHERMIC WELDS
6.9. RACEWAYS SHALL BE SECURED TO PREVENT FLOATATION DURING CONCRETE PLACEMENT WITH
FA
FIRE ALARM
TEW
THERMOCOUPLE EXTENSION WIRE
8.8. CONNECTIONS TO STRUCTURAL STEEL AND/OR REBAR SHALL BE MADE WITH EXOTHERMIC WELDS
METALLIC HOLD-DOWN ASSEMBLIES
FAAP
FIRE ALARM ANNUNCIATOR PANEL
TIT
TEMPERATURE INDICATION TRANSMITTER
8.9. ELECTRICAL EQUIPMENT AND/OR FRAMING SUPPORTS SHALL BE BONDED TO GROUNDING SYSTEM USING
6.9.1. UNDERGROUND DEVICES, INC. P/N HOLD-DOWN BAR H5X-XX-2X OR APPROVED EQUAL
FACP
FIRE ALARM CONTROL PANEL
TMTU
THERMAL -MAGNETIC TRIP UNIT
TINNED #2AWG COPPER; MECHANICAL LUGS; 316L STAINLESS -STEEL, ANTI -VIBRATION FASTENERS AND
6.10. ALL RACEWAYS BENDS SHALL BE MADE WITH LARGE SWEEP RADII
FDR
FEEDER
TS
TEMPERATURE SWITCH
BLUE'LOCTITE' OR EQUAL THREAD COMPOUND (MINIMUM 2 LOCATIONS)
FIT
FLOW INDICATION TRANSMITTER
TYP
TYPICAL
8.10. MECHANICAL EQUIPMENT AND/OR SKID FRAMING SHALL BE BONDED TO GROUNDING SYSTEM USING
6.11. ALL RACEWAYS SHALL BE REAMED, DE -BURRED AND CLEAN PRIOR TO COUPLING
FIT
FIXTURE
UG
UNDERGROUND
TINNED #2AWG COPPER; MECHANICAL LUGS; 316L STAINLESS -STEEL, ANTI -VIBRATION FASTENERS AND
6.12. ALL PVC RACEWAYS SHALL BE JOINED WITH GREY HEAVY -BODIED PVC CEMENT AND FULLY SEATED IN
FIX
FULL LOAD AMPS
UH
UNIT HEATER
BLUE 'LOCTITE' OR EQUAL THREAD COMPOUND (MINIMUM 2 LOCATIONS)
SLIP -COUPLING OR FITTING
FLOUR
FLUORESCENT
UH
UPS
UNLESS OTHERWISE NOTED
UNLESS O U OTHERWISE
POWER SUPPLY
8.11. MAN -WAY AND/OR EQUIPMENT HATCH FRAMES SHALL BE BONDED TO GROUNDING SYSTEM USING TINNED
6.13. ALL PVC RACEWAYS SHALL ENTER MAN -HOLE WALLS PERPENDICULAR AND HAVE BELL -END FITTINGS
FLO
FS
FLEXIBLE METALLIC CONDUIT
FLOW SWITCH
V
VOLTMETER
#2AWG COPPER; MECHANICAL LUGS; 316L STAINLESS -STEEL, ANTI -VIBRATION FASTENERS AND BLUE
INSTALLED PRIOR TO DRAWING WIRES OR CABLES
FT
FEET OR FOOT
VAC
VOLTS ALTERNATING CURRENT
'LOCTITE' OR EQUAL THREAD COMPOUND (MINIMUM 2 LOCATIONS)
6.14. RACEWAY ARRANGEMENTS SHALL BE MADE TO MAXIMUM THE DISTANCE BETWEEN 480/277V AND
FLIT
FUTURE
VFD
VARIABLE FREQUENCY DRIVE
8.12. GROUND TEST WELLS SHALL BE 15-INCH MINIMUM ROUND CONCRETE WITH CAST IRON COVER WITH BEAD
208/120V FEEDER AND BRANCH CONDUCTORS FROM LOW -VOLTAGE AND FIBER OPTIC SIGNAL CABLING
FVNR
FULL VOLTAGE NON -REVERSING STARTER
VLV
MANUAL OPERATED VALVE
WELDED LETTERING, "GROUND" AND RATED AASHTO H-10 LOADING
6.15. DUCTBANK EXTENSIONS:
FWE
FURNISHED WITH EQUIPMENT
VS
VOLTMETER SWITCH
8.12.1. J&R CONCRETE PRODUCTS P/N E6-RT-BOX OR EQUAL
6.15.1. BULK -HEAD DUCTBANK CONCRETE POUR AND REMOVE ALL FORM WORK
G, GND
GROUND
WS
WH
TORQUE SWITCH
WATT-HOUR
8.13. GROUNDING SYSTEM EXTENSIONS:
6.15.2. EXTEND ALL REBAR AND CONDUITS 24" MINIMUM FROM END OF CONCRETE DUCTBANK
GALV
GALVANIZED
GEC
GROUNDING ELECTRODE CONDUCTOR
WP
WEATHERPROOF
8.13.1. PROVIDE SUFFICIENT SLACK GROUNDING CABLE TO MAKE CONNECTIONS TO FUTURE GROUNDING
6.15.3. GLUE PVC END CAPS ON ALL CONDUITS. SLEEVE REBAR WITH PVC PIPE
GEN
GENERATOR
XFMR
TRANSFORMER
CONDUCTORS, DUCTBANKS AND/OR EQUIPMENT
6.15.4. INSTALL 2.0-INCH PVC PIPE 48-INCH ABOVE FINISHED GRADE AT LOCATION AND INDICATE ON
GFI
GROUND FAULT INTERRUPTER
XP
EXPLOSION PROOF
8.13.2. INSTALL 2.0-INCH PVC PIPE 48-INCH ABOVE FINISHED GRADE AT LOCATION AND INDICATE ON AS -BUILD
AS -BUILD DRAWINGS WITH A MINIMUM OF THREE (3) MEASUREMENTS FROM NEAREST
GFIC
GROUND FAULT CIRCUIT INTERRUPTER
ZI
ZONE INTERLOCK
DRAWINGS WITH A MINIMUM OF THREE (3) MEASUREMENTS FROM NEAREST STRUCTURES
STRUCTURES
HDG
HOT DIPPED GALVANIZED
ZC
STROKE POSITIONER
HH
HANDHOLE
ZS
LIMIT SWITCH
HOA
HAND -OFF -AUTO
ZSC
LIMIT SWITCH CLOSED
HP
HORSE POWER
ZSO
LIMIT SWITCH OPEN
HPF
HIGH POWER FACTOR
HIPS
HIGH PRESSURE SODIUM
HTR
HEATER
HV
HIGH VOLTAGE
HZ
HERTZ
ID
INTERIOR DIAMETER
IHH
INSTRUMENTATION HANDHOLE
IMC
INTERMEDIATE METALLIC CONDUIT (GALVANIZED)
IMH
INSTRUMENTATION MANHOLE
IMT
IN
INTERMEDIATE METALLIC
INCHES
9 SITE LIGHTING
10 WIRING DEVICES
ITB
INSTRUMENT TERMINAL BOX
JB
JUNCTION BOX
K
THOUSAND
9.1. CONTRACTOR SHALL REFERENCE ALL CONTRACT DRAWINGS PRIOR TO EXCAVATION AND INSTALLATION
10.1. GENERAL
KA
KILOVOLT AMPERE
OF UNDERGROUND RACEWAYS, DUCTBANKS AND GROUNDING/BONDING COMPONENTS.
10.1.1. INDOORS OR NON PROCESS AREAS SHALL BE INSTALLED CONCEALED AND
KAIC
THOUSAND AMPERES INTERRUPTING CURRENT
9.2. ALL SITE LIGHTING POWER "RUN" CONDUCTORS SHALL BE #6AWG STRANDED COPPER W/600V TYPE
FLUSH WITH STAINLESS -STEEL DEVICE COVER PLATES.
KCMIL
THOUSAND CIRCULAR MILLS
XHHW-2, 90°C INSULATION.
10.1.2. OUTDOORS OR IN PROCESS AREAS SHALL BE INSTALLED WITHIN WEATHER -
KVA
THOUSAND VOLT AMPERES
KILOWATTS
9.3. ALL SITE LIGHTING POWER TAP" CONDUCTORS SHALL BE #1OAWG STRANDED COPPER W/ 600V TYPE
PROOF, CORROSION RESISTANT DEVICE BOXES WITH METALLIC IN -USE AND/OR
KW
KWH
KILOWATT-HOURS
THHN/THWN, 90°C INSULATION.
WATER -TIGHT DEVICE COVER PLATES.
LA
LIGHTNING ARRESTOR
9.4. ALL TAP AND RUN CONNECTIONS SHALL BE WATER -PROOF.
10.2. RECEPTACLES/GROUND FAULT CURRENT INTERRUPTING (GFCI)
LCP
LOCAL CONTROL PANEL
9.5. TRANSITIONS THROUGH FINISHED GRADE AND CONCRETE SHALL BE PVC -COATED ALUMINUM CONDUIT
LED
LIGHT -EMITTING DIODE
EXTENDING 12-INCHES ABOVE AND BELOW TRANSITION.
10.2.1. SHALL BE INDIVIDUAL GFCI RECEPTACLE DEVICES RATED FOR 20A/120V WITH
LFMC
LIQUIDTIGHT FLEXIBLE METAL CONDUIT
9.6. ALL SITE LIGHTING BRANCH CIRCUITS SHALL BE DIRECT -BURIED SCH-80 2.0" PVC CONDUIT UNLESS SHOWN
LED POWER INDICATOR.
LFNC
LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT
OTHERWISE ON THE CONTRACT DRAWINGS.
10.2.2. GFCI RECEPTACLE DEVICES SHALL NOT SHARE NEUTRAL CONDUCTORS ON
LIT
LEVEL INDICATION TRANSMITTER
LP
LIGHTING PANEL, LIGHT POLE
THREE-PHASE SYSTEMS
LS
LEVEL SWITCH
LTG
LIGHTING
LV
LOW VOLTAGE
M
MOTOR
MA
MILLIAMPERE
MB
MOTOR BEARINGDETECTOR
MCB
MAIN CIRCUIT BREAKER
MCC
MOTOR CONTROL CENTER
MCP
MOTOR CIRCUIT PROTECTOR
MDP
MAIN DISTRIBUTION PANEL
REV.NO.
DESCRIPTION
DATE
EA
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
v
'i�MFM4&CREEDv
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
4 1 CABLE TRAY
4.1. THE CABLE TRAY INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF ALL APPLICABLE NECA/NEIS
STANDARDS. THESE INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:
4.1.1. NECA 1: STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION
4.1.2. NECA/NEMA 105-2015: STANDARD FOR INSTALLING METAL CABLE TRAY
4.2. ALL CABLE TRAYS SHALL BE ALUMINUM LADDER TYPE WITH 4-INCH SIDE WALLS AND 12-INCH RUNG
SPACING.
4.3. THE MANUFACTURER'S RECOMMENDED MECHANICAL LOADING SHALL NOT BE EXCEEDED.
4.4. THE CABLE TRAY SHALL BE CAREFULLY ALIGNED AND LEVELED PLUMB AND TRUE. CABLE TRAY SECTIONS
AND FITTINGS SHALL BE ASSEMBLED ON THEIR SUPPORTS AND JOINED TOGETHER, USING
MANUFACTURER'S STANDARD CONNECTOR UNITS, PROPERLY ALIGNED AND SECURED.
4.5. SPLICES SHOULD BE LOCATED AS CLOSE AS POSSIBLE TO POINTS ONE-THIRD THE DISTANCE BETWEEN
SUPPORT AND MIDPOINT OF THE SPAN. STRAIGHT SECTION LENGTHS SHOULD BE EQUAL TO OR
GREATER THAN THE SPAN LENGTH TO ENSURE NOT MORE THAN ONE SPLICE PLATE BETWEEN
SUPPORTS.
4.6. ALL METALLIC CABLE TRAYS ARE TO BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 392.60 AND BEST
INDUSTRIAL PRACTICES.
4.7. ALUMINUM CABLE TRAY SYSTEMS OR SECTIONS, CONDUCTIVITY SHALL BE ESTABLISHED AND MAINTAINED
BY PERFORMING THE FOLLOWING OPERATION AT EACH BONDING JUMPER LUG CONNECTION:
4.7.1. WIRE -BRUSH ALUMINUM SURFACES TO EXPOSE A BRIGHT'WHITE' METAL SURFACE.
4.7.2. CLEAN BRUSHED SURFACES WITH DENATURED ALCOHOL.
4.7.3. APPLY ANTI -OXIDIZING COMPOUND (BURNDY PENTROX OR APPROVED EQUAL) TO CLEAN, BRUSHED
SURFACES. A TIME PERIOD OF LESS THAN 5 MINUTES MUST NOT ELAPSE BETWEEN STEPS 'A' AND 'C'.
4.8. RE -APPLY ANTI -OXIDIZING COMPOUND AS REQUIRED AND BOLT LUG COMPONENTS.
4.9. SUFFICIENT SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT THE CABLE TRAYS TO ALLOW
ADEQUATE ACCESS FOR INSTALLING AND MAINTAINING CABLING.
4.10. ALL CABLES AND CABLE TIES SHALL BE SECURED TO CABLE TRAY RUNGS. UV -RESISTANT NYLON
'TY-WRAPS' ARE ACCEPTABLE FOR HORIZONTAL RUNS AND STAINLESS-STEEL'TY-WRAPS' SHOULD BE
USED IN VERTICAL RUNS. MAXIMUM TIE SPACING SHALL BE 12-INCHES FOR CABLES IN VERTICAL CABLE
TRAYS AND 36-INCHES FOR CABLES IN HORIZONTAL. CABLE TIES SHALL BE OF SUFFICIENT TENSILE
STRENGTH AND RIGIDITY TO PREVENT "SNAKING" OF CABLES.
4.11. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY COMPONENTS REQUIRED FOR MAKING
FINAL CONNECTIONS OF CABLE TRAYS TO ALL ELECTRICAL EQUIPMENT AS REQUIRED PER CONTRACT.
4.12. MANUFACTURED STRUT -CHANNEL BRACES, BRACKETS, FITTINGS OR POST BASES SHALL BE PROVIDED
AND INSTALLED WITH ASSOCIATED HARDWARE AND FASTENERS FOR CABLE TRAY SUPPORTS.
4.13. STRUT -CHANNEL SHALL NOT BE BENT, DRILLED, MITER -CUT OR OTHERWISE MODIFIED TO PRODUCE
FITTINGS, BRACES OR BRACKETS FOR CABLE TRAY SUPPORTS.
7 I CABLES/ CONDUCTORS/ WIRES
7.1. QUANTITY AND SIZING OF CONDUCTORS, CABLING, WIRING AND RESPECTIVE RACEWAYS DEPICTED ON
THE CONTRACT DOCUMENTS ARE SELECTED UPON THE BASIS OF DESIGN, STANDARD ELECTRICAL
COMPONENTS AND/OR STANDARD EQUIPMENT WITH DIRECT ROUTED CONNECTIONS.
7.2. CONTRACTOR MAY SUBMIT FOR REVIEW BY ENGINEER AND PRIOR TO INSTALLATION, LOGICAL
CONDUCTOR AND RACEWAY GROUPINGS IN COMPLIANCE WITH APPLICABLE CODES, STANDARDS AND
SPECIFICATIONS WITHOUT ADDITIONAL COST TO OWNER.
7.3. CONTRACTOR SHALL PROVIDE A CIRCUIT IDENTIFICATION LABEL AT EACH END OF EACH POWER, BRANCH,
CONTROL AND INSTRUMENTATION CIRCUIT CABLE ASSEMBLY, CONDUCTOR OR WIRE.
7.4. POWER/FEEDER
7.4.1. CONTRACTOR SHALL NOT EXCEED CABLE MANUFACTURER SPECIFICATIONS FOR SIDE -WALL AND
TENSION LIMITS WHEN DRAWING POWER CABLES INTO RACEWAYS.
7.4.2. CONTRACTOR SHALL DRAW POWER CABLES AND CONDUCTORS WITHIN RACEWAYS UTILIZING
POLYWATER LUBRICANT J OR APPROVED EQUAL.
7.4.3. NO SPLICES TO POWER CONDUCTORS AND/OR CABLING SHALL BE MADE WITHOUT ENGINEER
APPROVAL. NO JUNCTIONS SHALL BE MADE BELOW GRADE WITHOUT APPROVAL OF ENGINEER.
7.5. POWER/BRANCH
7.5.1. RACEWAY AND WIRING FOR LIGHTING, RECEPTACLES AND BRANCH CIRCUITS ARE NOT TYPICALLY
SHOWN ON THE CONTRACT DRAWINGS BUT SHALL BE PROVIDED AS REQUIRED UNDER THIS
CONTRACT
11 1 HARDWARE AND SUPPORTS
11.2. "TAPCONS" AND TWO -HOLE PVC CONDUIT STRAPS ARE NOT ACCEPTABLE
11.3. ALL FASTENERS AND HARDWARE SHALL BE STAINLESS -STEEL 316L
11.4. STRUT -CHANNEL AND CONDUIT STRAPS SHALL BE STAINLESS -STEEL 316L FOR INTERIOR AND EXTERIOR
LOCATIONS
11.5. STRUT -CHANNEL SHALL NOT BE BENT, DRILLED, CUT OR OTHERWISE MODIFIED TO PRODUCE FITTINGS,
BRACES OR BRACKETS FOR CONDUIT AND EQUIPMENT SUPPORTS.
11.6. MANUFACTURED STRUT -CHANNEL BRACES, BRACKETS, FITTINGS OR POST BASES SHALL BE PROVIDED
AND INSTALLED WITH ASSOCIATED HARDWARE AND FASTENERS FOR CONDUIT AND EQUIPMENT
SUPPORTS.
11.7. CONTRACTOR SHALL PROVIDE ALL SUPPORTS AND FASTENING HARDWARE FOR SWITCHBOARDS,
PANELBOARDS, TRANSFORMERS, CONTROL PANELS, ETC., AS REQUIRED IN THE SPECIFICATIONS.
11.8. CONTRACTOR SHALL PROVIDE AND INSTALL CONCRETE EMBEDDED LEVELING CHANNEL SUPPORTS FOR
FLOOR MOUNTED EQUIPMENT SPANNING DISTANCES 48" AND GREATER
IN LENGTH OR 36" AND GREATER IN DEPTH.
11.9. STRUCTURAL MEMBERS SHALL NOT BE DRILLED, CUT, WELDED TO, OR OTHERWISE MODIFIED WITHOUT
PRIOR APPROVAL OF THE ENGINEER OF RECORD.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
GENERAL NOTES AND ABBREVIATIONS
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
N/A
VERTICAL:
N/A
E00.0
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\0011\ENG\80—DRAWINGS\ELECTRICAL\EA100-07967-0011.DWG 01/26/2023 15:15:43 JOE LAWDANSKI

REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
A
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
2 1 TYPICAL POWER SYMBOLS
r CLASS 1/2 DIVISION 1/11 OXF1
CONDUIT SEAL -OFF FITTING
TRANSFORMER, POWER
10 LOCAL CONTROL STATION TYPE AND RATINGS AS NOTED ON THE DRAWINGS
0 WITH THREE OR MORE SELECTOR/PUSH SWITCHES
o LOWER -RIGHT SYMBOL INDICATES MOUNTING LOCATION -
❑ XF2 TRANSFORMER, SHIELDED ISOLATION
LOCAL CONTROL STATION
311E TYPE AND RATINGS AS NOTED ON THE DRAWINGS
o WITH TWO SELECTOR/PUSH SWITCHES
LOWER -RIGHT SYMBOL INDICATES MOUNTING LOCATION
CT1 TRANSFORMER, CURRENT "CT'
TYPE AND RATINGS AS NOTED ON THE DRAWINGS
O LOCAL CONTROL STATION 100/5
WITH ONE SELECTOR/PUSH SWITCH
LOWER -RIGHT SYMBOL INDICATES MOUNTING LOCATION
❑ LOCATED AT FIELD DEVICE PT1 TRANSFORMER, POTENTIAL'PT' OR'VT'
LOCATED AT MAIN CONTROL PANEL TYPE AND RATINGS AS NOTED ON THE DRAWINGS
0:1
O LOCATED AT LOCAL CONTROL PANEL El:o
Q MOUNTED ON DOOR
AUTOMATIC OR MANUAL TRANSFER SWITCH, STAND-ALONE
P Z1200AT DRAW -OUT POWER CIRCUIT BREAKER N E TYPE AND RATINGS AS NOTED ON THE DRAWINGS
1600AF WITH PROGRAMMABLE SOLID STATE RELAY L
S 'EO' DENOTES ELECTRICALLY OPERATED
R
EO 100AT
200AF SAFETY / DISCONNECT SWITCH
r j� 4X/SS TOP NUMBER DENOTES FUSE SIZE (NF=NON-FUSED)
1200AT FIXED -MOUNT POWER CIRCUIT BREAKER [ � BOTTOM NUMBER DENOTES FRAME SIZE
A 1600AF WITH ADJUSTABLE SOLID STATE RELAY RIGHT NUMBER DENOTES NEMA ENCLOSURE RATING
S
R
21-70AT
300AT 00 7AF MOTOR CONTROLLER, STAND-ALONE WITH EXTERNAL DISCONNECT:
0 300AF CIRCUIT BREAKER, GENERIC FIXED -MOUNT E
12 UPPER LEFT NUMBER DENOTES NEMA FRAME SIZE
'TMTU' THERMAL -MAGNETIC TRIP UNIT UPPER RIGHT NUMBERS DENOTE AMPERE AND FRAME RATINGS
o �TMTU 'TMTU' ELECTRONIC TRIP UNIT CENTER RIGHT NUMBER DENOTES NEMA ENCLOSURE RATING
LETTERS WITHIN THE SYMBOL DENOTE THE FOLLOWING:
FVNR FULL VOLTAGE NON -REVERSE
FVR FULL VOLTAGE REVERSIBLE
CB1 TS1 W TWO SPEED - SINGLE WINDING
0 \ CIRCUIT BREAKER, GENERIC TS2W TWO SPEED - DUAL WINDING
0 /F RVSS REDUCED VOLTAGE SOFT STARTER
RVAT REDUCED VOLTAGE AUTO TRANSFORMER
CB2 VFD VARIABLE FREQUENCY DRIVE
0\ CIRCUIT BREAKER, THERMAL
/F 00
MOTOR CONTROLLER, FULL -VOLTAGE MCC UNIT:
FVNR UPPER LEFT NUMBER DENOTES NEMA FRAME SIZE
LETTERS WITHIN THE SYMBOL DENOTE THE FOLLOWING:
FVNR FULL VOLTAGE NON -REVERSE
FVR FULL VOLTAGE REVERSIBLE
CB3
0 \ CIRCUIT BREAKER, MOTOR CIRCUIT PROTECTOR
r 2
MOTOR CONTROLLER, PART -WINDING MCC UNIT:
FS2� UPPER LEFT NUMBER DENOTES NEMA FRAME SIZE
LETTERS WITHIN THE SYMBOL DENOTE THE FOLLOWING:
TS1 W TWO SPEED - SINGLE WINDING
TS2W TWO SPEED - DUAL WINDING
175AT
3R 0 200AF CIRCUIT BREAKER, THERMAL ENCLOSED 1 MOTOR CONTROLLER, REDUCED -VOLTAGE MCC UNIT:
} TOP NUMBER DENOTES TRIP RVAT UPPER LEFT NUMBER DENOTES NEMA FRAME SIZE
BOTTOM NUMBER DENOTES FRAME SIZE LETTERS WITHIN THE SYMBOL DENOTE THE FOLLOWING:
UPPER LEFT NUMBER DENOTES NEMA ENCLOSURE RATING RVSS REDUCED VOLTAGE SOFT STARTER
RVAT REDUCED VOLTAGE AUTO TRANSFORMER
FU1 1
FUSE, GENERIC MOTOR CONTROLLER, VARIABLE FREQUENCY DRIVE, MCC UNIT:
E[VFD UPPER LEFT NUMBER DENOTES NEMA FRAME SIZE
LETTERS WITHIN THE SYMBOL DENOTE THE FOLLOWING:
VFD VARIABLE FREQUENCY DRIVE
30AT
600V
FUSE, GENERIC
LINE OR LOAD REACTOR
RK1
TOP NUMBER DENOTES TRIPI
3%
CENTER RIGHT NUMBER DENOTES PERCENT IMPEDANCE
BOTTOM NUMBER DENOTES VOLTAGE CLASS
MIDDLE NUMBER DENOTES TYPE
MOTOR PROTECTION FILTER
WIRING DEVICE, POWER RECEPTACLE
dV/dT
WITH INTEGRAL DISCONNECT / LOAD BREAK
L21-30
NEMA CONFIGURATION SHOWN LOWER RIGHT
15HP
AC MOTOR
PR1
M
O 460V
SINGLE OR THREE PHASE AS NOTED
WIRING DEVICE, POWER RECEPTACLE
21.0 FLA
NEMA CONFIGURATION SHOWN LOWER RIGHT
L21-30
T � i CABLE -TRAY
1 _\ TYPE AS NOTED ON THE DRAWINGS
NOTES:
ALL SYMBOLS MAY NOT BE UTILIZED FOR THIS PROJECT.
ADDITIONAL SYMBOLS NOT SHOWN ON THIS DRAWING MAY BE SHOWN ELSEWHERE ON THE ELECTRICAL DRAWINGS. IF
REQUIRED, IEC RATINGS WILL INCLUDE THE "IEC" AND "IP" PREFIX.
R '
S AL
0 985 p .
'i
v �MFKIA4&CUED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
TYPICAL POWER AND CONTROL SYMBOLS
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
E00.1
HORIZONTAL:
N/A
DRAWING NUMBER
VERTICAL:
N/A
U
REVISION
'STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION ,
I:\07967\0011\ENG\80—DRAWINGS\ELECTRICAL\EA100-07967-0011.DWG 01/26/2023 15:15:43 JOE LAWDANSKI

UTILITY MAIN DISCONNECT'MDV STANDBY GENERATOR'GEN'
PAD -MOUNT TRANSFORMER FUSIBLE SE -RATED AUTOMATIC TRANSFER SWITCH 'ATS' 120/208V 3,� 4W
120/208V 3(� 4W 600V 200AF 3P S/N 300V 200A 3P S/N 35kA SCCR 40kW / 50kVA MAIN PANELBOARD 'PBD-100'
WYE SECONDARY NEMA-3R NEMA-3R /— NEMA-3R SOUND ENCLOSURE 120/208V 30 4W 200A BUSS 35kAIC RATING NEMA-4X O
GENERAL NOTES:
1. REFERENCE ALL CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS FOR
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO
COMMENCING WORK.
2. CONTRACTOR SHALL REFERENCE AND IMPLEMENT ALL OWNER CONSTRUCTION
DETAILS AND STANDARDS
3. ALL AC POWER CONDUCTORS FOR CIRCUITS 100A AND GREATER SHALL BE
STRANDED COPPER 600V TYPE XHHW-2 90°C
4. ALL AC POWER CONDUCTORS FOR CIRCUITS LESS THAN 100A SHALL BE STRANDED
COPPER 600V TYPE THHN/THWN 75°C
5. ALL CONTROL CONDUCTORS RATED LESS THAN 120V SHALL BE STRANDED
COPPER 300V TYPE THHN/THWN 75°C
6. ALL UNDERGROUND RACEWAYS (THREE OR MORE) THAT LEAVE THE BUILDING OR
STRUCTURAL ENVELOPE SHALL BE SCH-40 PVC CONDUIT PLACED IN REINFORCED
CONCRETE DUCT -BANKS
6.1. UNDERGROUND RACEWAYS (LESS THAN THREE) SHALL BE SCH-80 PVC
CONDUIT DIRECT -BURIED WITH 24-INCH MINIMUM COVER FROM FINISHED
GRADE
7. RACEWAY TRANSITIONS OR PENETRATIONS THROUGH CEMENTITOUS MATERIAL
AND FINISHED GRADE SHALL BE PVC -RAC
INSTALLATION KEYNOTES:
O NOT USED
O PROVIDE NEW MAIN DISCONNECT, PANELBOARD, CONDUIT AND WIRING AS SHOWN
HEREIN
O PROVIDE NEW PUMP CONTROL PANEL, WETWELL JUNCTION BOX, PUMPS, FLOATS,
TRANSDUCER, CONDUIT AND WIRING AS SHOWN HEREIN
O PROVIDE NEW 'RTU-100' AND ANTENNA ASSEMBLY. TERMINATE TO FIELD
EQUIPMENT TO MATCH OWNER STANDARDS
O PROVIDE NEW PERIMETER GROUND RING PER NEC AND AS SHOWN ON THE
CONTRACT DOCUMENTS
O PROVIDE NEW AUTOMATIC TRANSFER SWITCH AND GENERATOR AS SPECIFIED IN
THE CONTRACT DOCUMENTS
O PROVIDE AND INSTALL CONCRETE FOUNDATION FOR PAD -MOUNT GENERATOR.
COORDINATE LOCATION WITH DUKE ENERGY AND OWNER.
O PROVIDE AND INSTALL CONCRETE FOUNDATION FOR PAD -MOUNT TRANSFORMER
PER DUKE ENERGY CONSTRUCTION STANDARDS. COORDINATE LOCATION WITH
DUKE ENERGY AND OWNER.
O PROVIDE AND INSTALL METERING CABINET AND METER SOCKET BASE PER DUKE
ENERGY CONSTRUCTION STANDARDS TO INCLUDE OWNER CONSTRUCTION
STANDARDS. COORDINATE LOCATION WITH DUKE ENERGY AND OWNER.
10 PROVIDE AND INSTALL SURGE PROTECTIVE DEVICE PER DUKE ENERGY
CONSTRUCTION STANDARDS.
AREA CLASSIFICATIONS
CONTRACTOR SHALL REFERENCE NFPA 820 2020 EDITION
31 FLA
31
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PUMPING STATION WET -WELLS: THOSE ENCLOSED SPACES, UNDER
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REV.NO. I DESCRIPTION I DATE
0 FINAL DESIGN - ISSUED FOR CONSTRUCTION 2023.01.27
B FINAL DESIGN - NOT FOR CONSTRUCTION 2022.12.08
A PRELIMINARY DESIGN - NOT FOR CONSTRUCTION 2022.08.08
\A CARo''
QRoE 0,y9` q ''
SEAL
9985
L AWE
ItII1 ll\\`�`\
414 MFKM4&CREJED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
AUTUMN BROOK PUMP STATION POWER AND
CONTROL RISER DIAGRAM
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
0&"14"A A=
HORIZONTAL
N/A
VERTICAL:
N/A
E01.0
DRAWING NUMBER
0
REVISION
'STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION ,
I:\07967\0011\ENG\80-DRAWINGS\ELECTRICAL\ES100_07967-0011.DWG 01/26/2023 15:15:52 JOE LAWDANSKI

POLE -MOUNT
UTILITY TRANSFORMER BANK
208V 3 0 4W
101
m
UTILITY
METERING CABINET
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REV.NO. I DESCRIPTION I DATE 1
FINAL DESIGN - ISSUED FOR CONSTRUCTION 2023.01.27
B FINAL DESIGN - NOT FOR CONSTRUCTION 2022.12.08
A PRELIMINARY DESIGN - NOT FOR CONSTRUCTION 2022.08.08
CARD
S/0N91 9
SEAL
04 985
NGIv.1,
AWrJP�.�`�.
MBL Y
EXISTING EQUIPMENT RACK PHOTO DETAIL E02.0 - 1
SCALE: N.T.S.
EXISTING EQUIPMENT RACK PHOTO DETAIL E02.0 - 2
SCALE: N.T.S.
4p*4*, N1cKM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
DEMOLITION GENERAL NOTES:
1. THE SCHEDULING AND DURATION OF ANY SHUTDOWN OF THE FACILITY TO REMOVE
AND/OR INSTALL EQUIPMENT SHALL BE COORDINATED WITH THE OWNER.
REFERENCE DIVISION-1 SPECIFICATIONS FOR SPECIAL CONSTRUCTION
CONDITIONS AND SEQUENCING REQUIREMENTS.
2. EQUIPMENT IDENTIFIED FOR DEMOLITION SHALL BE REMOVED IN GOOD CONDITION
AND PROPERLY DISPOSED, SALVAGED OR DELIVERED TO THE OWNER.
3. ALL WIRE AND CABLING TO BE DEMOLISHED SHALL BE REMOVED IN THEIR
ENTIRETY.
4. ALL WIRE AND CABLING THAT HAS BEEN REMOVED SHALL BE PROPERLY DISPOSED,
SALVAGED OR DELIVERED TO A SPECIFIED LOCATION AS DIRECTED BY THE
OWNER.
5. ALL EXPOSED CONDUIT TO BE DEMOLISHED SHALL BE REMOVED IN THEIR
ENTIRETY INCLUDING ALL SUPPORTS AND HARDWARE.
6. ALL REMAINING HOLES SHALL BE REPAIRED AND PATCHED TO MATCH EXISTING.
7. ALL ABANDONED CONDUITS SHALL HAVE PVC CONDUIT CAPS INSTALLED AT BOTH
ENDS.
DEMOLITION KEYNOTES:
ODETERMINATE AND REMOVE PUMP CONTROL PANEL, PUMPS, FLOATS AND WIRING
FROM EXISTING RACK IN THEIR ENTIRETY.
ODETERMINATE AND REMOVE MAIN PANELBOARD, CONDUIT, AND WIRING FROM
EXISTING RACK IN THEIR ENTIRETY.
O3 DETERMINATE AND REMOVE MISSION REMOTE TELEMETRY UNIT. PANEL IS TO BE
RETAINED AND RELOCATED ON NEW EQUIPMENT RACK.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
BLACKSNAKE PS POWER AND CONTROL
RISER DIAGRAM - DEMOLITION
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
N/A
VERTICAL:
N/A
E02.0
DRAWING NUMBER
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION ,
I:\07967\001 1 \ENG\80-DRAWINGS\ELECTRICAL\ES200-07967-001 1 .DWG 01 /26/2023 15:15:59 JOE LAWDANSKI

POLE -MOUNT
UTILITY TRANSFORMER BANK
1201208V 3 0 4W
m
ti
MAIN DISCONNECT'MD1' STANDBY GENERATOR'GEN'
UTILITY FUSIBLE SE -RATED AUTOMATIC TRANSFER SWITCH 'ATS' 120/208V 3(� 4W
METERING CABINET 300V 200AF 3P SIN 120/208V 200A 3P SIN 35kA SCCR 40kW / 50kVA MAIN PANELBOARD'PBD-200'
NEMA-3R NEMA-3R NEMA-3R SOUND ENCLOSURE 120/208V 3q) 4W 200A BUSS 35kAIC RATING NEMA-4X
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REV.NO I DESCRIPTION I DATE l
0 1 FINAL DESIGN -ISSUED FOR CONSTRUCTION 2023.01.27
B FINAL DESIGN - NOT FOR CONSTRUCTION 2022.12.08
A PRELIMINARY DESIGN - NOT FOR CONSTRUCTION 2022.08.08
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8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
GENERAL NOTES:
1. REFERENCE ALL CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS FOR
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO
COMMENCING WORK.
2. CONTRACTOR SHALL REFERENCE AND IMPLEMENT ALL OWNER CONSTRUCTION
DETAILS AND STANDARDS
3. ALL AC POWER CONDUCTORS FOR CIRCUITS 100A AND GREATER SHALL BE
STRANDED COPPER 600V TYPE XHHW-2 90°C
4. ALL AC POWER CONDUCTORS FOR CIRCUITS LESS THAN 100A SHALL BE STRANDED
COPPER 600V TYPE THHN/THWN 75°C
5. ALL CONTROL CONDUCTORS RATED LESS THAN 120V SHALL BE STRANDED
COPPER 300V TYPE THHN/THWN 75°C
6. ALL UNDERGROUND RACEWAYS (THREE OR MORE) THAT LEAVE THE BUILDING OR
STRUCTURAL ENVELOPE SHALL BE SCH-40 PVC CONDUIT PLACED IN REINFORCED
CONCRETE DUCT -BANKS
6.1. UNDERGROUND RACEWAYS (LESS THAN THREE) SHALL BE SCH-80 PVC
CONDUIT DIRECT -BURIED WITH 24-INCH MINIMUM COVER FROM FINISHED
GRADE
7. RACEWAY TRANSITIONS OR PENETRATIONS THROUGH CEMENTITOUS MATERIAL
AND FINISHED GRADE SHALL BE PVC -RAC
INSTALLATION KEYNOTES:
O NOT USED
O PROVIDE NEW MAIN DISCONNECT, PANELBOARD, CONDUIT, AND WIRING AS SHOWN
HEREIN
O3 PROVIDE NEW PUMP CONTROL PANEL, WETWELL JUNCTION BOX, PUMPS, FLOATS,
TRANSDUCER, CONDUIT AND WIRING AS SHOWN HEREIN
O4 RELOCATE EXISTING 'RTU-200' AND ANTENNA ASSEMBLY. RETERMINATE TO FIELD
EQUIPMENT TO MATCH OWNER STANDARDS
O PROVIDE NEW PERIMETER GROUND RING PER NEC AND AS SHOWN ON THE
CONTRACT DOCUMENTS
O PROVIDE NEW AUTOMATIC TRANSFER SWITCH AND GENERATOR AS SPECIFIED IN
THE CONTRACT DOCUMENTS
O PROVIDE AND INSTALL CONCRETE FOUNDATION FOR PAD -MOUNT GENERATOR PER
MTU ONSITE ENERGY CONSTRUCTION STANDARDS. COORDINATE LOCATION WITH
DUKE ENERGY AND OWNER.
AREA CLASSIFICATIONS
CONTRACTOR SHALL REFERENCE NFPA 820 2020 EDITION
w
_j �
z
WASTEWATER PUMPING STATION WET -WELLS: THOSE ENCLOSED SPACES, UNDER
z
z -
10�
SOLID HATCHES, MAN -WAYS, PLANKING, ETC. WHICH ARE NOT OPEN TO
0
O 2
O
ATMOSPHERE UNDER NORMAL OPERATING CONDITIONS AND WITH NO AIR
Q of
Q �
p
CHANGES ARE CONSIDERED CLASS- 1/DIVISION-I
LL
UU
0
BELOW GRADE METERING/PIPE VAULT: THOSE ENCLOSED SPACES, UNDER SOLID
0
HATCHES, MAN -WAYS, ETC. WHICH ARE NOT OPEN TO ATMOSPHERE UNDER
U)
F_
=
F-
0
NORMAL OPERATING CONDITIONS AND NOT NORMALLY VENTILATED ARE
CONSIDERED CLASS-1/DIVISION-11
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
BLACKSNAKE PUMP STATION POWER AND
CONTROL RISER DIAGRAM
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
E02.1
HORIZONTAL:
N/A
DRAWING NUMBER
VERTICAL:
N/A
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,0
I:\07967\0011\ENG\80-DRAWINGS\ELECTRICAL\ES200_07967-0011.DWG 01/26/2023 15:16:04 JOE LAWDANSKI

ELECTRICAL PANEL: P B D-100 ENCLOSURE: NEMA-4X MOUNTING: SURFACE MAIN: 200AT / 200AF MCB
VOLTS: 120/208V 3 PHASE / 4 WIRE NEUTRAL: 100%:
LOCATION: AUTUMN BROOK PUMP STATION BRACING: 35kAIC FULLY RATED FEED: 3#1/0 #1/ON #6G 2"C
LOAD SERVED
LOAD (KVA) BREAKER
BRANCH CIRCUIT
CONDUCTORS
CKT
PHASE
CKT
BRANCH CIRCUIT
CONDUCTORS
BREAKER
C B A LOAD SERVED
A B C AMP
POLE
POLE
AMP
PUMP CONTROL PANEL
7.204
7204 100
7.204
3
3#2 #2N #8G 1.5"C
1
A
2
3
50
0.000
0.000
0.000
SPARE BREAKER
3
B
4
5
C
6
SPARE BREAKER
0.000
0.000 30
0.000
3
7
A
8
3
30
0.000
0.000
0.000
SPARE BREAKER
9
B
10
11
C
12
GENERATOR BLOCK HEATER
0.5 10 20G
1
2#12 #12G 3/4"C
13
A
14
2#12 #12G 3/4"C
1
20G
0.250 GENERATOR BATTERY CHARGER
SPARE BREAKER
0.000 20
1
15
B
16
2#12 #12G 3/4"C
1
20
0.V
PANEL HOOD LIGHT
UTILITY POLE LIGHT
0.250 20
1
2#12 #12G 3/4"C
17
C
18
2#12 #12G 3/4"C
1
20
0.360
GFCI RECEPTACLE
REMOTE TELEMETRY UNIT
0.250 20
1
19
A
20
1
20G
0.000 GFCI SPARE BREAKER
GFCI SPARE BREAKER
0.000 20G
1
21
B
22
1
20G
0.000
GFCI SPARE BREAKER
GFCI SPARE BREAKER
0.000 20G
1
23
C
24
1
20G
0.000
GFCI SPARE BREAKER
SPARE BREAKER
0.000 20
1
25
A
26
1
20
0.000 SPARE BREAKER
SPARE BREAKER
0.000 20
1
27
B
28
1
20
0.000
SPARE BREAKER
SPARE BREAKER
0.000 20
1
29
C
30
1
20
0.000
SPARE BREAKER
TOTAL(S):
7.954 1 7.204 7.454
0.360 0.150 1
0.250
TOTAL BUS A LOAD: 8.204 KVA
TOTAL BUS B LOAD: 7.354 KVA
TOTAL CONNECTED KVA: 23.372 TOTAL BUS C LOAD: 7.814 KVA
AUTUMN BROOK PUMP STATION LOAD / DEMAND CALCULATION
3-PHASE CONNECTED LOAD
DESCRIPTION
TYPE
DEMAND
FACTOR
CONNECTED
kVA
DEMAND
kVA
WASTEWATER PUMP No.1 'PMP-MTR-101'
WASTEWATER PUMP No.2'PMP-MTR-102'
PUMP STATION CONTROL PANEL'PCP'
CONTINUOUS 1.25 10.681
COINCIDENT 1.00 10.681
CONTINUOUS 1.00 0.250
13.351
10.681
0.250
3-PHASE CONNECTED TOTAL:
1-PHASE CONNECTED LOAD
24.28
GENERATOR ANCILLARY DEVICES
CONTROLS EQUIPMENT
RECEPTACLES AND LIGHTING
CONTINUOUS 1.25 0.275
CONTINUOUS 1.25 0.250
NONCONTINUOUS 0.50 0.360
0.344
0.313
0.180
1-PHASE CONNECTED TOTAL:
3-PHASE CONNECTED TOTAL:
0.836
24.282
TOTAL ESTIMATED LOAD:
25.119
ESTIMATED MAXIMUM DEMAND
25 KVA 208V / 3(� = 70 A
REV.NO. I DESCRIPTION I DATE l
0 FINAL DESIGN - ISSUED FOR CONSTRUCTION 2023.01.27
B FINAL DESIGN - NOT FOR CONSTRUCTION 2022.12.08
A PRELIMINARY DESIGN -NOT FOR CONSTRUCTION 2022.08.08
R
D. ... S%. ���'L���''
SEAL
049985
• . eN,A
mooNr E�
v
v MFM&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
m
PROFILE
HOMES
GENERAL NOTES:
1. REFERENCE ALL CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS FOR
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO
COMMENCING WORK.
2. CONTRACTOR SHALL REFERENCE AND IMPLEMENT ALL OWNER CONSTRUCTION
DETAILS AND STANDARDS
3. ALL AC POWER CONDUCTORS FOR CIRCUITS 100A AND GREATER SHALL BE
STRANDED COPPER 600V TYPE XHHW-2 90°C
4. ALL AC POWER CONDUCTORS FOR CIRCUITS LESS THAN 100A SHALL BE STRANDED
COPPER 600V TYPE THHN/THWN 75°C
5. ALL CONTROL CONDUCTORS RATED LESS THAN 120V SHALL BE STRANDED
COPPER 300V TYPE THHN/THWN 75°C
INSTALLATION KEYNOTES:
O PROVIDE AND INSTALL CLASS-B GFCI CIRCUIT BREAKER(S)
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
AUTUMN BROOK PUMP STATION
PANELBOARD SCHEDULES AND LOAD TABLE
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
E03.0
HORIZONTAL:
N/A
DRAWING NUMBER
VERTICAL:
N/A
U
REVISION
NC License# F-1222
www.mckimcreed.com
'STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION ,
I:\07967\0011\ENG\80-DRAWINGS\ELECTRICAL\ER100_07967-0011.DWG 01/26/2023 15:16:12 JOE LAWDANSKI

GENERAL NOTES:
ELECTRICAL PANEL: PBD-200 ENCLOSURE: NEMA-4X MOUNTING: SURFACE MAIN: 200AT / 200AF MCB
VOLTS: 120/208V 3 PHASE / 4 WIRE NEUTRAL: 100%:
LOCATION: BLACK SNAKE PUMP STATION BRACING: 35kAIC FULLY RATED FEED: 3#110 #1/ON #6G 2"C
LOAD SERVED
LOAD (KVA) BREAKER
BRANCH CIRCUIT
CONDUCTORS
CKT
PHASE
CKT
BRANCH CIRCUIT
CONDUCTORS
BREAKER
C B A LOAD SERVED
A B C AMP
POLE
POLE
AMP
PUMP CONTROL PANEL
7.204
7.204 100
7.204
3
3#2 #2N #8G 1.5"C
1
A
2
3
50
0.000
0.000
0.000
SPARE BREAKER
3
B
4
5
C
6
SPARE BREAKER
0.000
0.000 30
0.000
3
7
A
8
3
30
qi 0.000
0.000
0.000
SPARE BREAKER
9
B
10
11
C
12
GENERATOR BLOCK HEATER
0.500 20G
1
2#12 #12G 3/4"C
13
A
14
2#12 #12G 3/4"C
1
20G
0.250 GENERATOR BATTERY CHARGER
SPARE BREAKER
0.000 20
1
15
B
16
2#12 #12G 3/4"C
1
20
0.150
PANEL HOOD LIGHT
UTILITY POLE LIGHT
0.250 20
1
2#12 #12G 3/4"C
17
C
18
2#12 #12G 3/4"C
1
20
0.360
GFCI RECEPTACLE
REMOTE TELEMETRY UNIT
0.250 20
1
19
A
20
1
20G
0.000 GFCI SPARE BREAKER
GFCI SPARE BREAKER
0.000 20G
1
21
B
22
1
20G
0.000
GFCI SPARE BREAKER
GFCI SPARE BREAKER
0.000 20G
1
23
C
24
1
20G
0.000
GFCI SPARE BREAKER
SPARE BREAKER
0.000 20
1
25
A
26
1
20
0.000 SPARE BREAKER
SPARE BREAKER
0.000 20
1
27
B
28
1
20
0.000
SPARE BREAKER
SPARE BREAKER
0.000 20
1
29
C
30
1
20
0.000
SPARE BREAKER
TOTAL(S):
7.954 7.204 7.454
0.360 0.150
0.250
TOTAL BUS A LOAD: 8.204 KVA
TOTAL BUS B LOAD: 7.354 KVA
TOTAL CONNECTED KVA: 23.372 TOTAL BUS C LOAD: 7.814 KVA
BLACK SNAKE PUMP STATION LOAD / DEMAND CALCULATION
3-PHASE CONNECTED LOAD
DESCRIPTION
TYPE
DEMAND
FACTOR
CONNECTED
kVA
DEMAND
kVA
WASTEWATER PUMP No.1 'PMP-MTR-101'
WASTEWATER PUMP No.2'PMP-MTR-102'
PUMP STATION CONTROL PANEL'PCP'
CONTINUOUS 1.25 10.681
COINCIDENT 1.00 10.681
CONTINUOUS 1.00 0.250
13.351
10.681
0.250
3-PHASE CONNECTED TOTAL:
1-PHASE CONNECTED LOAD
24.28
GENERATOR ANCILLARY DEVICES
CONTROLS EQUIPMENT
RECEPTACLES AND LIGHTING
CONTINUOUS 1.25 0.275
CONTINUOUS 1.25 0.250
NONCONTINUOUS 0.50 0.360
0.344
0.313
0.180
1-PHASE CONNECTED TOTAL:
3-PHASE CONNECTED TOTAL:
0.836
24.282
TOTAL ESTIMATED LOAD:
25.119
ESTIMATED MAXIMUM DEMAND
25 208V / 3(� = 70
REV.NO.
DESCRIPTION
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
A
I PRELIMINARY DESIGN • NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
� C A R p
Q�pE �41.
SEAL
019985
'////lllllllll111�`\
v
v NFKIM&CRFED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
m
PROFILE
HOMES
11
1. REFERENCE ALL CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS FOR
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO
COMMENCING WORK.
2. CONTRACTOR SHALL REFERENCE AND IMPLEMENT ALL OWNER CONSTRUCTION
DETAILS AND STANDARDS
2.1.
3. ALL AC POWER CONDUCTORS FOR CIRCUITS 100A AND GREATER SHALL BE
STRANDED COPPER 600V TYPE XHHW-2 90°C
4. ALL AC POWER CONDUCTORS FOR CIRCUITS LESS THAN 100A SHALL BE STRANDED
COPPER 600V TYPE THHN/THWN 75°C
5. ALL CONTROL CONDUCTORS RATED LESS THAN 120V SHALL BE STRANDED
COPPER 300V TYPE THHN/THWN 75°C
INSTALLATION KEYNOTES:
O PROVIDE AND INSTALL CLASS-B GFCI CIRCUIT BREAKER(S)
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
BLACK SNAKE PUMP STATION PANELBOARD
SCHEDULES AND LOAD TABLE
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL:
E03.1
NIA
DRAWING NUMBER
VERTICAL:
N/A
U
REVISION
'STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\0011\ENG\80-DRAWINGS\ELECTRICAL\ER100_07967-0011.DWG 01/26/2023 15:16:14 JOE LAWDANSKI

2-HOLE 1/2" O TYPE 'LA' EXOTHERMIC
MECHANICAL LUG WELD MOLD
e
B
GROUNDING CONDUCTOR
EXOTHERMIC WELD 'LA' CONNECTION
N.T.S.
TYPE'TA' EXOTHERMIC
WELD MOLD
EXOTHERMIC WELD 'TA' CONNECTION
N.T.S.
TYPE 'VB' EXOTHERMIC FLAT PLATE
WELD MOLD BUILDING STEEL
GROUNDING CONDUCTOR
EXOTHERMIC WELD'VB' CONNECTION
N.T.S.
CU-CLAD GROUND ROD
TYPE 'GT' EXOTHERMIC
WELD MOLD
GROUNDING CONDUCTOR
EXOTHERMIC WELD 'GT' CONNECTION
N.T.S.
TYPE 'RC'
EXOTHERMIC WELD MOLD
REBAR
GROUNDING CONDUCTOR
EXOTHERMIC WELD 'RC' CONNECTION
N.T.S.
a
a d
I °
12" MIN.
CONCRETE
a
Q- 9
NON -HARDENING SILICONE
SEALANT
�. FINISHED FLOOR
°
PVC BELL -END FITTING
a -
a =
a
-° - PVC SCH-80 CONDUIT
°
a GROUND CABLE
a
°
GROUND CABLE SLEEVE DETAIL
N.T.S.
11" x 18" CONCRETE BOX
WITH TRAFFIC RATED COVER AND OPEN BOTTOM
718'
24" MIN. t—
GROUND ROD TEST WELL
N.T.S.
CONDUIT SIZE AND QUANTITY
AS REQUIRED
CLEAN COMPACTED FILL PVC -COATED RAC CONDUIT TRANSITION
WITH STONE LESS THAN 3/4" THROUGH CONCRETE OR FLOOR SLAB
12" MIN
FINISHED CONCRETE
FLOOR SLAB
SEE NOTE 1. I � —� —� —� I —I � �= =-- _ �_
--_- _- -
--- -- =--
I_I III—) I —III- PVC -COATED RAC CONDUIT ELBOW FOR CABLE
—III—III PULLING REQUIREMENTS
CLEAN COMPACTED SAND
PVC SCH-40 OR SCH-80 CONDUIT WITH 4" MIN. ENVELOPE
AROUND CONDUIT OR DUCTBANK
DETAIL NOTES:
1. BURIAL DEPTH OF CONDUIT OR DUCTBANK SHALL BE BASED ON THE LARGEST CONDUIT RADII SUCH THAT
THE THREADED CONNECTION TO THE PVC -COATED RAC CONDUIT TRANSITION IS 6" MINIMUM BELOW
BOTTOM OF CONCRETE FLOOR SLAB
TYPICAL UNDERSLAB CONDUIT STUB -UP INSTALLATION
N.T.S.
PVC -COATED RAC CONDUIT OR
PER CFPUA STANDARDS
12"
MIN.
12"
MIN.
PVC SCH-40 OR SCH-80 CONDUIT
FINISHED GRADE OR
FLOOR
PVC FEMALE ADAPTER
TYPICAL CONDUIT STUB -UP DETAIL
N.T.S.
13/16"x1-5/8" SS STRUT -CHANNEL
PUMP CABLING TERMINATION PANEL
(SIZE AS REQUIRED)
MALLEABLE IRON CABLE GLAND FITTING WITH
STAINLESS STEEL STRAIN RELIEF
SLACK CABLES COILED WITH
UV -RATED CABLE TIES
GLASS-1 DIV-II
BOUNDARY 24" MIN.
PVC BELL -END FITTING
(SIZE AS REQUIRED)
' = = CONCRETE SLAB
DETAIL NOTES:
1. REFERENCE NFPA-70 ARTICLE 500 FOR HAZARDOUS WIRING REQUIREMENTS PRIOR TO
D GRADE COMMENCING WORK.
AWAY FROM BOX) 2. PUMP CABLING TERMINATION PANEL SHALL BE RATED NEMA-4X STAINLESS STEEL WITH
MILD -STEEL MOUNTING PANEL COATED WITH WHITE ENAMEL EPDXY FITTED WITH 600V RATED
JICAL CONNECTION ES EL SCRE
PARTITIONED, STAINL S-STE W-CAGE TERMINAL BLOCKS SIZED GREATER THAN
CONDUCTORS UTILIZED.
3. PUMP CABLING TERMINATION PANEL SHALL BE SIZED TO ACCOMMODATE ALL PUMP MOTOR
CABLING AND PUMP CONTROL CABLING.
4. PROVIDE SUFFICIENT SLACK IN CABLING TO REMOVE PUMP MOTORS AND CONTROL DEVICES
V WITHOUT DISCONNECTING CABLES AND CONDUCTORS FROM WITHIN PUMP CABLING TERMINATION
ZUSHED STONE PANEL.
5. INSTALL NON -HARDENING DUCT SEALANT IN AND AROUND CABLES ENTERING PVC -BELL -END
COPPER GROUND FITTINGS TO SUFFICIENTLY PROVIDE MOISTURE AND LIQUID BARRIER,
6. USE 316-SST FASTENERS AND HARDWARE.
J-CLAD GROUND ROD
WET -WELL PUMP POWER AND CONTROL CABLING TERMINATION PANEL DETAIL
N.T.S.
ASPHALT TOP COURSE PER PROJECT
REQUIREMENTS (REF. NOTE 2)
24 T.O. ASPHALT PVMT.
EL VARIES
z (FIELD COORD. AS REQ'D)
[REF. NOTE 4]
SCH-40 PVC CONDUITS —�
I
N 1 (TYP.)
O
N
z
(4) CONT. #4 BARS
(1 EA. CORNER)
[REF. NOTE 3.c]
3" CLR.
(TYP. )
DUCT BANK ASSEMBLY BELOW
..............:..>
•
DETAIL NOTES:
1. NOT USED.
2. IN REGARDS TO THE PAVING BOX SECTION, IN ADDITION TO ASPHALT THICKNESS, THE AGGREGATE, GEOTEXTILE & COMPACTED
FILL/SUBGRADE ARE ALL IN ACCORDANCE WITH THE SPECIFICATIONS AND TYPICAL PAVING SECTIONS AND DETAILS.
3. IN REGARDS TO DUCT BANK CONSTRUCTION, NOTE THE FOLLOWING:
a.) CONCRETE 28-DAY COMPRESSIVE STRENGTH = 2,500 PSI (MIN.).
b.) CONCRETE DIMENSION BTWN. CJ's = 60'-0" (MAX.).
c.) AT CONSTRUCTION JT.'s BETWEEN SECTIONS SPLICE CORNER BARS 1'-9" (MIN.) w/ CORNER
BARS FOR THE ADJOINING POUR.
4. ALTHOUGH DETAIL SHOWS AN UNDER ASPHALT PAVED ROAD CONDITION, THIS DETAIL MAY BE UTILIZED FOR UN -REINFORCED
DUCT BANK BELOW GRADE LOCATIONS.
TYPICAL REINFORCED CONCRETE DUCTBANK UNDER ROADWAYS
SCALE: 1 /2 = V-0"
REV.NO. DESCRIPTION DATE
0 1 FINAL DESIGN - ISSUED FOR CONSTRUCTION 2023.01.27
B FINAL DESIGN - NOT FOR CONSTRUCTION 2022.12.08
A PRELIMINARY DESIGN -NOT FOR CONSTRUCTION 2022.08.08
REVISIONS
111
/ //
QQ`pF ES S/4
SEAL
0495
FNGINEE-••'C
HIM III L,2oz?
v
v & CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
BARBED WIRE GROUNDING CLAMP
(TYPICAL ALL WIRES)
{NO GROUND CABLE ON BOLT -SIDE
OF CLAMP}
EXOTHERMIC WELD TYPE'HD'
FENCE WIRE GROUNDING CLAMP
(TYPICAL (3) LOCATIONS)
(NO GROUND CABLE ON BOLT -SIDE
OF CLAMP)
#2 BARE CU
EXOTHERMIC WELD TYPE 'PT'
(AS REQUIRED)
EXOTHERMIC WELD TYPE 'VU'
PRE -FABRICATED FLEXIBLE GATE
CABLE JUMPER
WITH EXOTHERMIC WELD TYPE'VA'
CONNECTIONS
EXOTHERMIC WELD TYPE'VA'
FENCE & GATE GROUNDING DETAIL
N.T.S.
PROFILE
HOMES
FINISHED GRADE
PVC SCH-8
BELI
GENERAL NOTES:
1. REFERENCE ALL CONTRACT DOCUMENTS, SPECIFICATIONS AND DRAWINGS FOR
ADDITIONAL REQUIREMENTS AND CONTRACT RESPONSIBILITIES PRIOR TO
COMMENCING WORK.
2. CONTRACTOR SHALL REFERENCE AND IMPLEMENT ALL OWNER CONSTRUCTION
DETAILS AND STANDARDS
3. ALL AC POWER CONDUCTORS FOR CIRCUITS 100A AND GREATER SHALL BE
STRANDED COPPER 600V TYPE XHHW-2 90°C
4. ALL AC POWER CONDUCTORS FOR CIRCUITS LESS THAN 100A SHALL BE STRANDED
COPPER 600V TYPE THHN/THWN 75°C
5. ALL CONTROL CONDUCTORS RATED LESS THAN 120V SHALL BE STRANDED
COPPER 300V TYPE THHN/THWN 75°C
6. ALL UNDERGROUND RACEWAYS (THREE OR MORE) THAT LEAVE THE BUILDING OR
STRUCTURAL ENVELOPE SHALL BE SCH-40 PVC CONDUIT PLACED IN REINFORCED
CONCRETE DUCT -BANKS
6.1. UNDERGROUND RACEWAYS (LESS THAN THREE) SHALL BE SCH-80 PVC
CONDUIT DIRECT -BURIED WITH 24-INCH MINIMUM COVER FROM FINISHED
GRADE
7. RACEWAY TRANSITIONS OR PENETRATIONS THROUGH CEMENTITOUS MATERIAL
AND FINISHED GRADE SHALL BE PVC -RAC
8. THE DETAILS SHOWN SHALL NOT INTERFERE WITH TOWN OF PITTSBORO OR
CHATHAM PARK STANDARDS, IF A CONFLICT IS DISCOVERED, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER
RFANTENNA
nIRFC:TInNAI CAR
�rw►�
JOTE 1
)ING GRID)
DETAIL NOTES:
1. ABOVE GRADE HEIGHT AND SUPPORT DEPTH TO BE DETERMINED BY RADIO
SYSTEM SUBCONTRACTOR AND CONTROL SYSTEM INTEGRATOR
1.1. IF RADIO PATH SURVEY REQUIRES ANTENNA HEIGHT ABOVE 35FT,
CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER AND PROVIDE METAL
TOWER ASSEMBLY AS REQUIRED
SCADA ANTENNA POLE DETAIL
N.T.S.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
TYPICAL INSTALLATION DETAILS
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
A
EO4.O
HORIZONTAL:
N/A
DRAWING NUMBER
VERTICAL:
N/A
REVISION
'STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
I:\07967\0011\ENG\80—DRAWINGS\ELECTRICAL\EH100_07967-0011.DWG 01/26/2023 15:16:25 JOE LAWDANSKI

ELECTRICAL RACK INSTALLATION NOTES:
IVIIIV
REV.NO.
DESCRIPTION
77)
DATE
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
1 2023.01.27
B
FINAL DESIGN - NOT FOR CONSTRUCTION
2022.12.08
LA
PRELIMINARY DESIGN - NOT FOR CONSTRUCTION
2022.08.08
REVISIONS
O
1. REFERENCE ELECTRICAL EQUIPMENT RACK CONCEPTUAL DETAIL SHOWN ON THIS SHEET FOR
DESIGN INTENT OF FINAL INSTALLATION.
2. CONDUIT(S) DEPICTED ON FRONT ELEVATIONS ARE SHOWN TO CONVEY DESIGN INTENT AND DO NOT
DEPICT ACTUAL SIZES. CONTRACTOR SHALL REFERENCE SHEETS E01.0 AND E02.1 FOR MINIMUM
CONDUIT AND CONDUCTOR REQUIREMENTS.
3. REFERENCE SHEET E00.0 GENERAL NOTES FOR SCOPE OF WORK REQUIREMENTS AND PROJECT
RESPONSIBILITIES PRIOR TO COMMENCING WORK.
4. REFERENCE SHEET E00.0 SECTION 3 FOR RACEWAY MATERIALS AND INSTALLATION REQUIREMENTS
5. REFERENCE SHEET E00.0 SECTION 7 FOR POWER AND CONTROL CONDUCTORS AND WIRING
MATERIALS AND INSTALLATION REQUIREMENTS
6. REFERENCE SHEET E00.0 SECTION 8 FOR GROUNDING AND BONDING MATERIALS AND INSTALLATION
REQUIREMENTS
7. REFERENCE SHEET E00.0 SECTION 11 HARDWARE AND FASTENER MATERIALS AND INSTALLATION
REQUIREMENTS
8. ALL CONDUIT(S) SHALL ENTER THE BOTTOM OF ALL ENCLOSURES WITH DIE-CAST ALUMINUM
CONDUIT HUBS - CHASE/CLOSE CONDUIT NIPPLES NOT ACCEPTABLE.
9. ALL CONDUIT ENTRIES SHALL HAVE MOISTURE SEALANT APPLIED AFTER ACCEPTED START-UP AND
COMMISSIONING WITH IDEAL INDUSTRIES DUCT -SEAL OR APPROVED EQUAL.
10. UNDERGROUND CONDUIT SHALL BE DIRECT -BURIED SCH-80 PVC.
10.1. ALL DIRECT -BURIED CONDUIT(S) SHALL HAVE 24" MINIMUM COVER.
11. ENTIRE ELECTRICAL SERVICE LATERAL (UTILITY SECONDARY) SHALL BE CONCRETE ENCASED SCH-40
PVC CONDUIT.
12. ALL CONDUIT SUPPORTS, CLAMPS, HANGERS, ETC. SHALL BE STAINLESS STEEL.
13. ALL STRUT -CHANNEL SHALL BE STAINLESS -STEEL.
14. STRUT -CHANNEL SHALL NOT BE BENT, DRILLED, CUT OR OTHERWISE MODIFIED TO PRODUCE
FITTINGS, BRACES OR BRACKETS FOR CONDUIT AND EQUIPMENT SUPPORTS.
15. MANUFACTURED STRUT -CHANNEL BRACES, BRACKETS, FITTINGS OR POST BASES SHALL BE
PROVIDED AND INSTALLED WITH ASSOCIATED HARDWARE AND FASTENERS FOR CONDUIT AND
EQUIPMENT SUPPORTS.
16. ALL FASTENERS, BOLTS, NUTS, SCREWS, WASHERS, ETC. SHALL BE STAINLESS STEEL
17. ALL THROUGH -BOLT FASTENINGS SHALL HAVE SST. FENDER AND LOCK WASHERS.
18. I -BEAM SUPPORT POSTS SHALL BE ALUMINUM W6x6 120" MIN,
18.1. ALL DRILLED HOLES SHALL BE DE -BURRED, FILED SMOOTH, CLEANED, DE -GREASED AND OIL
FREE PRIOR TO APPLYING ZINC RICH AEROSOL SPRAY
18.2. ALL HOLES, CHIPS, SCRATCHES, NICKS, ETC. INCLUDING EXOTHERMIC WELDS SHALL BE COATED
WITH (2) MIN, COATS OF ZINC RICH AEROSOL SPRAY, RUST-OLEUM P/N V2117838 OR APPROVED
EQUAL
18.3. I -BEAM SUPPORT POSTS SHALL HAVE 20-MIL CURED COAL -TAR EPDXY COATING PRIOR TO
EMBEDMENT INTO CONCRETE ANCHOR BASE, BITUMASTIC 50 OR APPROVED EQUAL
18.4. ALL I -BEAM SUPPORT POSTS SHALL BE CONNECTED TO "GROUNDING TRIODE" WITH TYPE "VB"
EXOTHERMIC WELDS.
AUTUMN BROOK PUMP STATION DETAIL NOTES:
ELECTRICAL EQUIPMENT RACK (DETAIL-A1. THE RENDERING SHOWN DEPICTS THE OVERALL DESIGN INTENT AND MAY NOT INCLUDE ACTUAL
SCALE: 3/4" = 1'- 0" ENCLOSURES, COMPONENTS, MATERIALS AND/OR ARRANGEMENTS REQUIRED FOR THIS
PROJECT.
2. ELECTRICAL SUB -CONTRACTOR SHALL COMPLY WITH THE CONTRACT DOCUMENTS,
SPECIFICATIONS AND DRAWINGS TO PROCURE FABRICATE AND INSTALL ELECTRICAL EQUIPMENT
RACKS AS REQUIRED FOR THIS PROJECT.
3. ELECTRICAL SUB -CONTRACTOR SHALL SUBMIT ALL INFORMATION AND DATA REQUIRED TO
FABRICATE ALL ELECTRICAL EQUIPMENT RACKS FOR ENGINEER REVIEW PRIOR TO ASSEMBLY
AND SITE INSTALLATION.
INSTALLATION KEYNOTES:
O INDUSTRIAL GRADE 125V/20A GFCI OUTLET ASSEMBLY:
• PASS & SEYMOUR P/N 2095TRWR OR APPROVED EQUAL
• CAST ALUMINUM SINGLE -GANG DEEP DEVICE BOX AND COVER:
•• CROUSE-HINDS P/N FDD2 OR APPROVED EQUAL
•• BRYANT WPB26E OR APPROVED EQUAL
(TYPICAL ALL EXTERIOR OUTLET ASSEMBLIES)
O INDUSTRIAL GRADE 277V/20A TWO -POSITION, SINGLE -POLE, TOGGLE LIGHT
SWITCH:
• HUBBELL P/N HBL12211 OR APPROVED EQUAL
O3 INDUSTRIAL WEATHER -TIGHT LED STRIP FIXTURE, SURFACE MOUNT:
• LITHONIA P/N VAP-4000LM-FST-MVOLT-GZ10-40K-80CRI OR APPROVED EQUAL
[TYP. OF ONE (1)]
AREA CLASSIFICATION NOTES:
1. CLASS 1, DIVISION 1, GROUP D HAZARDOUS LOCATIONS:
1.1. ENTIRE SPACE OF INTERIOR OF WET WELL
1.1.1. PER NFPA 820 TABLE 4.2.2 ROW 14.
1.2. AREAS WITHIN 36-INCH RADIUS OF ANY WET WELL VENT TO ATMOSPHERE
1.2.1. PER NFPA 820 FIGURE A.4.2(b)
2. CLASS 1, DIVISION 2, GROUP D HAZARDOUS LOCATIONS:
2.1. ENTIRE SPACE OF INTERIOR OF BELOWGRADE, NON -VENTILATED VALVE VAULT
2.1.1. PER NFPA 820 TABLE 4.2.2 ROW 29
2.2. ENTIRE SPACE OF INTERIOR OF BELOWGRADE, NON -VENTILATED METER VAULT
2.2.1. PER NFPA 820 TABLE 4.2.2 ROW 34
2.3. AREAS WITHIN 36-INCHES HORIZONTALLY FROM SIDES AND 18-INCHES VERTICALLY FROM
TOP OF WET WELL HATCH OR OPENING.
2.3.1. PER NFPA 820 FIGURE A.4.2(b)
2.4. AREAS WITHIN 36-INCH AND 60-INCH RADIUS OF ANY WET WELL VENT TO ATMOSPHERE
2.4.1. PER NFPA 820 FIGURE A.4.2(b)
2.5. AREAS WITHIN 36-INCH RADIUS OF ANY BELOWGRADE VAULT VENT TO ATMOSPHERE
2.5.1. PER NFPA 820 FIGURE A.4.2(d)
AREA CLASSIFICATION LEGEND:
*HATCHING SHOWS THE FOLLOWING AREA CLASSIFICATIONS FOR ABOVE GRADE SPACE ONLY. SEE
NOTES ABOVE FOR BELOW GRADE CLASSIFICATION DEFINITIONS.
181N
MIN CLASS 1, DIVISION 1, GROUP D HAZARDOUS LOCATION
BLACK SNAKE PUMP STATION -�
ELECTRICAL EQUIPMENT RACK DETAIL - B / CLASS 1, DIVISION 2, GROUP D HAZARDOUS LOCATION
SCALE: 3/4" = 1'- 0" '-/ L 1
�N C A R p1 %,,
SEAL
04985
'll11111I I I1111\\\ 1.2�,Z�L3
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v NFM&CHEED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
EQUIPMENT RACK INSTALLATION DETAILS
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
EOA .1
HORIZONTAL:
N/A
DRAWING NUMBER
VERTICAL:
N/A
0
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION
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EQUIPMENT DESCRIPTION AND IDENTIFIER:
INSTALLATION KEYNOTES:
1 - SITE PLAN
SCALE: 1 "=5'
REV.NO. DESCRIPTION DATE
0 FINAL DESIGN - ISSUED FOR CONSTRUCTION 2023.01.27
A FINAL DESIGN - NOT FOR CONSTRUCTION 2022.12.08
REVISIONS
SEAL —
049 85
L
5' 0 5' 10,
SCALE: 1"=5' (Horiz.)
v
v NFMM&CKEED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
PROFILE
HOMES
1A UTILITY PAD -MOUNT TRANSFORMER 120/208V 3(p 4W
16 UTILITY METER BASE
1C MAIN DISCONNECT'MD1'
2A STANDBY GENERATOR'GEN' WITH ENCLOSURE AND SUB -BASE FUEL TANK
3A AUTOMATIC TRANSFER SWITCH 'ATS'
3B MAIN PANELBOARD 'PBD-100'
4A WASTEWATER PUMP MOTOR No.1 'P-1001'
5A WASTEWATER PUMP MOTOR No.2 'P-1002'
9A PUMP CONTROL PANEL'PCP-100'
10A REMOTE TELEMETRY UNIT'RTU-100'
106 SCADA ANTENNA POLE ASSEMBLY
11A AREA LIGHT POLE ASSEMBLY
12A WETWELL FLOAT TERMINATION BOX
1A PROVIDE AND INSTALL CONCRETE FOUNDATION FOR PAD -MOUNT TRANSFORMER
PER DUKE/PROGRESS ENERGY CONSTRUCTION STANDARDS. COORDINATE
LOCATION WITH DUKE/PROGESS ENERGY AND OWNER.
1B PROVIDE AND INSTALL METERING CABINET AND METER SOCKET BASE PER
DUKE/PROGRESS ENERGY CONSTRUCTION STANDARDS TO INCLUDE OWNER
CONSTRUCTION STANDARDS. COORDINATE LOCATION WITH DUKE/PROGESS
ENERGY AND OWNER.
1C INSTALL GROUNDING ELECTRODE CONDUCTOR TO FUSED DISCONNECT SWITCH
AND BOND TO NEUTRAL PER APPLICABLE NEC ARTICLES
2A PROVIDE AND INSTALL 3/4" x 120" CU-CLAD GROUND ROD GT-TYPE EXOTHERMIC
WELDED TO #2AWG BARE COPPER TO FORM PERIMETER GROUND RING:
HARGER P/N 3410C OR APPROVED EQUAL
2g PROVIDE AND INSTALL CONCRETE GROUND WELL TEST BOX
REFERENCE DETAIL ON SHEET E04.0
2C PROVIDE AND INSTALL EXOTHERMIC WELD 'TA' TYPE CONNECTIONS FOR BONDING
CABLE TO GROUND RING
2p GROUND/BOND SCADA ANTENNA POLE ASSEMBLY
(REFERENCE DETAIL ON SHEET E04.0)
3A PROVIDE AND INSTALL (TYPICAL ALL) BONDING CONNECTIONS FROM FENCE
POSTS TO PERIMETER GROUNDING RING WITH UL LISTED FENCE POST CLAMP:
HARGER P/N CPC1.5/2TP OR APPROVED EQUAL
3g PROVIDE AND INSTALL (TYPICAL ALL) FLEXIBLE BONDING CONNECTIONS FROM
FENCE POSTS TO FENCE GATES WITH UL LISTED CLAMPS AND FLEXIBLE BRAIDED
CONDUCTORS:
HARGER P/N CPC1.5/2TP OR APPROVED EQUAL
HARGER P/N MJ10-300-6 OR APPROVED EQUAL
4A BOND ELECTRICAL EQUIPMENT AND/OR FRAMING SUPPORTS WITH BARE #2AWG
BARE CU WIRE WITH HIGH -PRESS MECHANICAL LUG CONNECTIONS USING
STAINLESS -STEEL ANTI -VIBRATION FASTENERS
46 PROVIDE GROUND CABLE SLEEVE PER DETAIL SHOWN ON DRAWING E03.0
4C PROVIDE 241N MINIMUM GROUND CABLE FOR FUTURE CONNECTION
5A BOND MAN -WAY HATCH COVERS WITH UL-LISTED MECHANICAL LUG CONNECTION
[TYPICAL ONE (1) PER HATCH]
5B BOND DISCHARGE PIPING WITH UL-LISTED MECHANICAL LUG CONNECTION
5C BOND POTABLE WATER PIPE WITH HEAVY-DUTY GROUNDING CLAMP
THOMAS & BETTS P/N 3902 OR APPROVED EQUAL
O AREA LIGHT POLE ASSEMBLY SHALL BE PROVIDED AND INSTALLED THROUGH
DUKE ENERGY SITE LIGHTING PROGRAM. CONTRACTOR SHALL COORDINATE
WITH ENGINEER AND OWNER ALONG WITH DUKE ENERGY AND PROVIDE
SERVICES AS REQUIRED FOR LIGHT POLE ASSEMBLY APPROVALS AND
INSTALLATION.
gq INDUSTRIAL GRADE 125V/20A GFCI OUTLET ASSEMBLY:
• PASS & SEYMOUR P/N 2095TRWR OR APPROVED EQUAL
• CAST ALUMINUM SINGLE -GANG DEEP DEVICE BOX AND COVER:
•• CROUSE-HINDS P/N FD2 OR APPROVED EQUAL
•• APPLETON P/N FSKGF1 OR APPROVED EQUAL
(TYPICAL ALL INTERIOR OUTLET ASSEMBLIES)
6g INDUSTRIAL GRADE 125V/20A GFCI OUTLET ASSEMBLY:
• PASS & SEYMOUR P/N 2095TRWR OR APPROVED EQUAL
• CAST ALUMINUM SINGLE -GANG DEEP DEVICE BOX AND COVER:
•• CROUSE-HINDS P/N FDD2 OR APPROVED EQUAL
•• BRYANT WPB26E OR APPROVED EQUAL
(TYPICAL ALL EXTERIOR OUTLET ASSEMBLIES)
6C NON-METALLIC BACK BOX, ANGLED WALL BOX ADAPTER, WATER -TIGHT SAFETY
SHROUD TWIST -LOCK NEMA L5-20R RECEPTACLE ASSEMBLY:
• HUBBELL P/N BB203ON OR EQUAL
• HUBBELL P/N AA203OPS OR EQUAL
• HUBBELL P/N HBL2310SW OR EQUAL
7A INDUSTRIAL GRADE 277V/20A TWO -POSITION, SINGLE -POLE, TOGGLE LIGHT
SWITCH:
• HUBBELL P/N HBL12211 OR APPROVED EQUAL
7B INDUSTRIAL GRADE 277V/20A THREE -POSITION, TWO -CIRCUIT, CENTER OFF,
DOUBLE -POLE, DOUBLE -THROW TOGGLE LIGHT SWITCH:
• HUBBELL P/N HBL13861 OR APPROVED EQUAL
LIGHT SWITCH SHALL BE WIRED TO EXTERIOR LIGHT FIXTURES TO PROVIDE THE
FOLLOWING OPERATION:
• OFF
• ON
• PHOTO -CELL CONTROL
7C CAST ALUMINUM TWO -GANG SWITCH BOX AND COVER ASSEMBLY:
• CROUSE-HINDS P/N FSD212 OR APPROVED EQUAL
• APPLETON P/N FSK-2TS-A OR APPROVED EQUAL
7D INDUSTRIAL GRADE 277V/6A ELECTRONIC TYPE PHOTOCELL CONTROL
W/HEAVY-DUTY DIE-CAST HOUSING:
• INTERMATIC P/N EK4436SM OR APPROVED EQUAL
gq INDUSTRIAL WEATHER -TIGHT LED STRIP FIXTURE, SURFACE MOUNT:
• LITHONIA P/N VAP-4000LM-FST-MVOLT-GZ10-40K-80CRI OR APPROVED EQUAL
[TYPICAL OF THREE (3)]
gg INDUSTRIAL WEATHER -TIGHT LED WALL -PACK FIXTURE WITH WIRE GUARD:
• LITHONIA P/N THW -LED-P2-40K-T3M-MVOLT-SF-WG-DDBXD OR APPROVED
EQUAL
9A NOT USED
10 PROVIDE AND INSTALL ELECTRICAL EQUIPMENT RACK AND CONCRETE
FOUNDATION.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
AUTUMN BROOK PUMP STATION POWER AND
GROUNDING SITE PLAN
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
HORIZONTAL
1 "=5'
VERTICAL:
N/A
E10.0
DRAWING NUMBER
IS REVISION
'STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION,
I:\07967\0011\ENG\80—DRAWINGS\ELECTRICAL\EB100-07967-0011.DWG 01/26/2023 15:16:42 JOE LAWDANSKI

REV.NO. DESCRIPTION DATE
0 j FINAL DESIGN -ISSUED FOR CONSTRUCTION 2023.01.27
A I FINAL DESIGN -NOT FOR CONSTRUCTION 2022.12.08
REVISIONS
1 - SITE PLAN
SCALE: 1 "=10'
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4$MFKRV&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
DEMOLITION KEYNOTES:
INSTALLATION KEYNOTES:
1A
DETERMINATE AND REMOVE PUMP CONTROL PANEL, PUMPS, FLOATS AND WIRING
1A
PROVIDE AND INSTALL CONCRETE FOUNDATION FOR PAD -MOUNT TRANSFORMER
FROM EXISTING RACK IN THEIR ENTIRETY.
PER DUKE/PROGRESS ENERGY CONSTRUCTION STANDARDS. COORDINATE
2q
DETERMINATE AND REMOVE MAIN PANELBOARD, CONDUIT, AND WIRING FROM
LOCATION WITH DUKE/PROGESS ENERGY AND OWNER.
1B
PROVIDE AND INSTALL METERING CABINET AND METER SOCKET BASE PER
EXISTING RACK IN THEIR ENTIRETY.
DUKE/PROGRESS ENERGY CONSTRUCTION STANDARDS TO INCLUDE OWNER
3A
DETERMINATE AND REMOVE MISSION REMOTE TELEMETRY UNIT. PANEL IS TO BE
CONSTRUCTION STANDARDS. COORDINATE LOCATION WITH DUKE/PROCESS
RETAINED AND RELOCATED ON NEW EQUIPMENT RACK.
ENERGY AND OWNER.
1C
INSTALL GROUNDING ELECTRODE CONDUCTOR TO FUSED DISCONNECT SWITCH
AND BOND TO NEUTRAL PER APPLICABLE NEC ARTICLES
2A
PROVIDE AND INSTALL 3/4" x 120" CU-CLAD GROUND ROD GT-TYPE EXOTHERMIC
WELDED TO #2AWG BARE COPPER TO FORM PERIMETER GROUND RING:
HARGER P/N 3410C OR APPROVED EQUAL
2g
PROVIDE AND INSTALL CONCRETE GROUND WELL TEST BOX
REFERENCE DETAIL ON SHEET E04.0
2C
PROVIDE AND INSTALL EXOTHERMIC WELD 'TA' TYPE CONNECTIONS FOR BONDING
CABLE TO GROUND RING
2D
GROUND/BOND SCADA ANTENNA POLE ASSEMBLY
(REFERENCE DETAIL ON SHEET E04.0)
EQUIPMENT DESCRIPTION AND IDENTIFIER:
3A
PROVIDE AND INSTALL (TYPICAL ALL) BONDING CONNECTIONS FROM FENCE
POSTS TO PERIMETER GROUNDING RING WITH UL LISTED FENCE POST CLAMP:
1A
UTILITY POLE -MOUNT TRANSFORMER 120/208V 3(� 4W
HARGER P/N CPC1.5/2TP OR APPROVED EQUAL
1B
UTILITY METER BASE
3g
PROVIDE AND INSTALL (TYPICAL ALL) FLEXIBLE BONDING CONNECTIONS FROM
FENCE POSTS TO FENCE GATES WITH UL LISTED CLAMPS AND FLEXIBLE BRAIDED
1C
MAIN DISCONNECT'MD1'
CONDUCTORS:
HARGER P/N CPC1.5/2TP OR APPROVED EQUAL
2A
STANDBY GENERATOR'GEN' WITH ENCLOSURE AND SUB -BASE FUEL TANK
4A
HARGER P/N MJ10-300-6 OR APPROVED EQUAL
BOND ELECTRICAL EQUIPMENT AND/OR FRAMING SUPPORTS WITH BARE #2AWG
3A
AUTOMATIC TRANSFER SWITCH 'ATS'
BARE CU WIRE WITH HIGH -PRESS MECHANICAL LUG CONNECTIONS USING
STAINLESS -STEEL ANTI -VIBRATION FASTENERS
3B
MAIN PANELBOARD'PBD-100'
4B
PROVIDE GROUND CABLE SLEEVE PER DETAIL SHOWN ON DRAWING E03.0
4A
WASTEWATER PUMP MOTOR No. 1 'P-1001'
4C
PROVIDE 241N MINIMUM GROUND CABLE FOR FUTURE CONNECTION
5A
BOND MAN -WAY HATCH COVERS WITH UL-LISTED MECHANICAL LUG CONNECTION
5A
WASTEWATER PUMP MOTOR No.2'P-1002'
5B
[TYPICAL ONE (1) PER HATCH]
BOND DISCHARGE PIPING WITH UL-LISTED MECHANICAL LUG CONNECTION
9A
NEW PUMP CONTROL PANEL'PCP-100'
SC
BOND POTABLE WATER PIPE WITH HEAVY-DUTY GROUNDING CLAMP
gg
EXISTING PUMP CONTROL PANEL'PCP-100'
THOMAS & BETTS P/N 3902 OR APPROVED EQUAL
10A
REMOTE TELEMETRY UNIT'RTU-100'
O
AREA LIGHT POLE ASSEMBLY SHALL BE PROVIDED AND INSTALLED THROUGH
DUKE ENERGY SITE LIGHTING PROGRAM. CONTRACTOR SHALL COORDINATE
10B
SCADA ANTENNA POLE ASSEMBLY
WITH ENGINEER AND OWNER ALONG WITH DUKE ENERGY AND PROVIDE
SERVICES AS REQUIRED FOR LIGHT POLE ASSEMBLY APPROVALS AND
11A
AREA LIGHT POLE ASSEMBLY
gq
INSTALLATION.
INDUSTRIAL GRADE 125V/20A GFCI OUTLET ASSEMBLY:
12A
NEW WETWELL FLOAT TERMINATION BOX
• PASS & SEYMOUR P/N 2095TRWR OR APPROVED EQUAL
CAST ALUMINUM SINGLE -GANG DEEP DEVICE BOX AND COVER:
12B
EXISTING WETWELL FLOAT TERMINATION BOX
•• CROUSE-HINDS P/N FD2 OR APPROVED EQUAL
•• APPLETON P/N FSKGF1 OR APPROVED EQUAL
(TYPICAL ALL INTERIOR OUTLET ASSEMBLIES)
gg
INDUSTRIAL GRADE 125V/20A GFCI OUTLET ASSEMBLY:
• PASS & SEYMOUR P/N 2095TRWR OR APPROVED EQUAL
• CAST ALUMINUM SINGLE -GANG DEEP DEVICE BOX AND COVER:
•. GROUSE -HINDS P/N FDD2 OR APPROVED EQUAL
•• BRYANT WPB26E OR APPROVED EQUAL
(TYPICAL ALL EXTERIOR OUTLET ASSEMBLIES)
6C
NON-METALLIC BACK BOX, ANGLED WALL BOX ADAPTER, WATER -TIGHT SAFETY
SHROUD TWIST -LOCK NEMA L5-20R RECEPTACLE ASSEMBLY:
• HUBBELL P/N BB203ON OR EQUAL
• HUBBELL P/N AA203OPS OR EQUAL
• HUBBELL P/N HBL2310SW OR EQUAL
7A
INDUSTRIAL GRADE 277V/20A TWO -POSITION, SINGLE -POLE, TOGGLE LIGHT
SWITCH:
• HUBBELL P/N HBL12211 OR APPROVED EQUAL
PROFILE
HOMES
7B INDUSTRIAL GRADE 277V/20A THREE -POSITION, TWO -CIRCUIT, CENTER OFF,
DOUBLE -POLE, DOUBLE -THROW TOGGLE LIGHT SWITCH:
• HUBBELL P/N HBL13861 OR APPROVED EQUAL
LIGHT SWITCH SHALL BE WIRED TO EXTERIOR LIGHT FIXTURES TO PROVIDE THE
FOLLOWING OPERATION:
• OFF
• ON
• PHOTO -CELL CONTROL
7C CAST ALUMINUM TWO -GANG SWITCH BOX AND COVER ASSEMBLY:
• CROUSE-HINDS P/N FSD212 OR APPROVED EQUAL
• APPLETON P/N FSK-2TS-A OR APPROVED EQUAL
7D INDUSTRIAL GRADE 277V/6A ELECTRONIC TYPE PHOTOCELL CONTROL
W/HEAVY-DUTY DIE-CAST HOUSING:
• INTERMATIC P/N EK4436SM OR APPROVED EQUAL
gq INDUSTRIAL WEATHER -TIGHT LED STRIP FIXTURE, SURFACE MOUNT:
• LITHONIA P/N VAP-4000LM-FST-MVOLT-GZ10-40K-80CRI OR APPROVED EQUAL
[TYPICAL OF THREE (3)]
gg INDUSTRIAL WEATHER -TIGHT LED WALL -PACK FIXTURE WITH WIRE GUARD:
• LITHONIA P/N THW -LED-P2-40K-T3M-MVOLT-SF-WG-DDBXD OR APPROVED
EQUAL
gq DUCTBANK INSTALLATION ACROSS FORCE MAIN:
• REFERENCE DUCTBANK INSTALLATION DETAIL ON E04.0
10 PROVIDE AND INSTALL ELECTRICAL EQUIPMENT RACK AND CONCRETE
FOUNDATION.
AUTUMN BROOK PUMP STATION AND
FORCE MAIN
ELECTRICAL
BLACKSNAKE PUMP STATION POWER AND
GROUNDING SITE PLAN
PROJ. START DATE:
JUNE.2022
MCE PROJ. #
07967-0011
DRAWN
JAL
DESIGNED
JAL
CHECKED
JAG
PROJ. MGR.
ZMT
SCALE
El 1.0
HORIZONTAL:
DRAWING NUMBER
VERTICAL:
N/A
U
REVISION
STATUS: FINAL DESIGN
ISSUED FOR CONSTRUCTION ,FOR CONSTRUCTION
I:\07967\001 1 \ENG\80—DRAWINGS\ELECTRICAL\EB200_07967-001 1 .DWG 01 /26/2023 15:1 6:50 JOE LAWDANSKI

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CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
January 17, 2023
Bob Moss
Profile Homes
601-B Eagleton Downs Dr.
Pineville, NC 28134
Subject: Protected Species Habitat Assessment Report
Autumn Brook Pump Station and Force Main
Stanley, North Carolina
CWS Project No. 2022-0147
Dear Mr. Moss,
Profile Homes has contracted Carolina Wetland Services, Inc. (CWS) to provide a protected
species habitat assessment for the Autumn Brook Pump Station and Force Main project. The
Autumn Brook Pump Station and Force Main project is approximately 57 acres in extent and is
located east-southeast of the North Main Street and Mariposa Road intersection in Stanley,
North Carolina (Figure 1, attached).
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 Gaston County' and Information for
Planning and Consultation (IPAC) database2. In addition, CWS performed a data review using
the North Carolina Natural Heritage Program (NCNHP) Data Explorer on December 21, 2022 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 USFWS' and
NCNHP' online resources including, but not limited to, specific USFWS species profiles,
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
United States Fish and Wildlife Service, Raleigh Field Office. Accessed December 21, 2022. Endangered and Threatened
Species and Species of Concern by County for North Carolina. https://www.fws.gov/raleigh/species/cntylist/gaston.html
2 Information for Planning and Consultation (IPAC). https://ecos.fws.gov/ipac/
3 North Carolina Natural Heritage Data Explorer. Accessed December 21, 2022. https:Hncnhde.natureserve.org/
° 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 December 21, 2022.
e 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 5

Autumn Brook Pump Station and Force main
Protected Species Assessment Report
January 17, 2023
CWS Project No. 2022-0147
of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of
Gaston County' and aerial imagery were also reviewed for potential habitat of listed species
within the project vicinity (Figures 2 and 3).
Field Survev
CWS scientists, Megan Bollero, WPIT' and June Blankenship, Natural Resource Technician,
conducted a pedestrian habitat assessment of the project area on January 10, 2023. 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)'.
Results
The USFWS lists four federally protected species for Gaston County (Table 1). An official
species list has not been obtained from the USFWS Asheville Field Office. Based on the
NCNHP data explorer review, there are no current records of federally -protected species within
the project limits (Attachment A).
Table 1. Unofficial List of Federally -Protected Species Potentially Occurring within the
Autumn Brook Pump Station and Force Main, Gaston County, NC.
Major Group
Scientific Name
Common Name
Federal Status*
Record Status
Helianthus
Schweinitz's
Plant
E
Current
schweinitzii
sunflower
Hexastylis
Dwarf -flowered
Plant
T
Current
naniflora
heartleaf
Perimyotis
Animal
Tricolored bat
PE
Proposed
subfla vus
Haliaeetus
Animal
Bald eagle
BGPA
Current
leucocephalus
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act
Six terrestrial community types were identified within the project area during the field survey.
These community types consist of undeveloped forest, forested wetlands, open maintained
grassy areas, and gas and powerline right-of-ways (Figure 3). Of the identified on -site
community types, the forested areas, gas and powerline right-of-ways 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, 2021. Web Soil Survey of Gaston County, North Carolina. Accessed
12/21/2022. Source: https:Hwebsoilsurvey.nres.usda.gov/app/HomePage.htm
Wetland Professional in Training, The Society of Wetland Scientist Professional Certification Program
MLRC. National Land Cover Database, 2011. https://www.mrlc.gov/nlcd11_leg.php
Page 2 of 5

Autumn Brook Pump Station and Force main
Protected Species Assessment Report
January 17, 2023
CWS Project No. 2022-0147
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
199V 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:
A desktop review of the site was conducted on December 21, 2022, and determined that
the Cecil and Pacolet soil series that have known Schweinitz's sunflower populations
covers the majority of the project limits. There are areas along the edges of the gas and
powerline that may provide potential habitat (Photographs 1 and 2). There are open
grassy areas that are highly maintained that would not be suitable habitat for
Schweinitz's sunflower (Photograph 4). In addition, the majority of the site is forested
which does not provide adequate sunlight to support Schweinitz's sunflower (Photograph
5). No individuals of this species were observed. This assessment was completed
outside the optimal survey window for this species. Due to the presence of potential
habitat, CWS recommends a survey for this species during the optimal survey
window (late August -October; Attachment C). Alternatively, CWS recommends
avoiding disturbing these areas.
Dwarf -flowered heartleaf (Hexastvlis naniflora)
Habitat Description:
Dwarf -flowered heartleaf is endemic to the western Piedmont and foothills of North and
South Carolina. This herbaceous evergreen is found in moist to rather dry forests along
bluffs; boggy areas next to streams and creek heads; and adjacent hillsides, slopes, and
ravines. Requiring acidic, sandy loam soils, the species is found in soil series such as
Pacolet, Madison, and Musella, among others. Occurrences are generally found on a
north facing slope. Undisturbed natural communities such as Piedmont/Coastal Plain
Heath Bluff, Dry-Mesic Oak Hickory Forest, and Mesic Mixed Hardwood Forest hold the
most viable occurrences. However, less viable remnant occurrences are found in
disturbed habitats, including logged, grazed, mown, and residential/commercial
developed lands; areas converted to pasture, orchards, and tree plantations; roadside
rights -of -way; and on upland slopes surrounding man-made ponds or lakes."
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.
10 North Carolina Department of Transportation NRTR Guidelines for Consultants. T&E Animal and Plant Habitat Descriptions.
https://connect.ncdot.gov/resources/environmental/pages/environmental-compliance-guides.aspx
Page 3 of 5

Autumn Brook Pump Station and Force main
Protected Species Assessment Report
January 17, 2023
CWS Project No. 2022-0147
Biological Analysis:
The desktop review and field survey assessment determined that the Pacolet soil series
associated with the dwarf -flowered heartleaf is found within the project limits. Stream A
sides are slightly sloped and suitable soils are present, therefore these areas are a
potential habitat for dwarf -flowered heartleaf (Figure 3; Photograph 3). Species
commonly associated with dwarf -flowered heartleaf such as mountain laurel (Kalmia
latifolia) were also found on -site. As a supportive habitat for dwarf -flowered
heartleaf is present and Hexastylis species were observed within the study area,
CWS recommends a survey for this species during the optimal survey window
(March - May; Attachment C).
Tricolored bat (Perimyotis subflavus)
On September 14, 2022, the U.S. Fish and Wildlife Service (Service) published a proposal in
the Federal Register to list the tricolored bat (Perimyotis subflavus) as endangered under the
Act." The Service has up to 12-months from the date the proposal published to make a final
determination, either to list the tricolored bat under the Act or to withdraw the proposal. The
Service determined the bat faces extinction primarily due to the range -wide impacts of
white -nose syndrome (WNS), a deadly fungal disease affecting cave -dwelling bats across North
America. Because tricolored bat populations have been greatly reduced due to WNS, surviving
bat populations are now more vulnerable to other stressors such as human disturbance and
habitat loss. Species proposed for listing are not afforded protection under the Act; however, as
soon as a listing becomes effective (typically 30 days after publication of the final rule in the
Federal Register), the prohibitions against jeopardizing its continued existence and "take" will
apply. Therefore, if a future or existing project may affect tricolored bats after the potential new
listing goes into effect, USFWS recommends analyzing possible effects of the project on
tricolored bats and their habitat to determine whether consultation under section 7 of the Act is
necessary. Conferencing procedures can be followed prior to listing to ensure the project does
not jeopardize the existence of a species or adversely modify critical habitat. Projects with an
existing section 7 biological opinion may require reinitiation of consultation to provide
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 December 21, 2022 using 2021 color aerials. There are
no bodies of water located within 1.0 mile of the project study area that are potentially large
enough and sufficiently open to be considered a potential feeding source. NCNHP data
explorer did not reveal any bald eagles in the project limits or within a mile from the project
limits. In addition, no bald eagles or bald eagle nests were observed within the study area at
the time of the site visit. Due to the lack of observations within the study area and the vicinity
of the study area, CWS concludes that this project will have no effect on this species.
11 https://www.govinfo.gov/content/pkg/FR-2022-09-14/pdf/2022-18852.pdf#page=13
12 https://www.fws.gov/midwest/MidwestBird/eaglepermits/bagepa.html
Page 4 of 5

Autumn Brook Pump Station and Force main
Protected Species Assessment Report
January 17, 2023
CWS Project No. 2022-0147
Summary
Based on the literature search and the results of the on -site assessment for suitable habitat of
federally -protected endangered, and threatened species, no supportive habitat was observed
for bald eagle. CWS has concluded that activities within the project area will not directly or
indirectly jeopardize the continued existence of bald eagle.
Potential habitats for Schweinitz's sunflower and dwarf -flowered heartleaf were observed within
the project limits. CWS recommends a survey for this species during the optimal survey
windows (Attachment C). Alternatively, CWS recommends avoiding disturbing these areas.
Biological determinations requirements for federally protected species are summarized in Table
2.
Table 2. Biological Determination Requirements Su mary Table for Federally Protected Species
Scientific Name
Common Name
Federal Status*
Effect on Listed Species
Helianthus schweinitzii
Schweinitz's sunflower
E
May affect**
Hexastylis naniflora
Dwarf -flowered heartleaf
T
May affect**
Perimyotis subflavus
Tricolored bat
PE
TBD***
Haliaeetus leucocephalus
Bald eagle
BGPA
No Effect
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act
** MANLAA - May affect, not likely to adversely affect
*** Consultation with USFWS may be required if species is listed
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.
Thank you for the opportunity to provide these services on this important project. Please do not
hesitate to contact Megan Bollero at 757-576-6433 or [e-mail] should you have any
questions or comments regarding this report.
Sincerely,
I tzc� X, - 6, ij.
Megan Bollero, WPIT
Project Scientist
Aliisa Harjuniemi, PWS
Senior Project Manager
Attachments: Figure 1: USGS Topographic Map
Figure 2: USDA-NRCS Web Soil Map of Gaston County
Figure 3: Aerial Map
Attachment A: NCNHP Data Review Report
Attachment B: Representative Photographs (1-5)
Attachment C: Optimal Survey Window
Page 5 of 5

xA�
-------- : Legend
Project Limits (57 ac.)
2,000 1,000 0 2,000 Feet
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): MOUNT HOLLY, NC (2020).
SCALE: DATE: FIGURE NO.
1 inch = 2,000 feet 12/28/2022 USGS Topographic Map
CWS PROJECT NO: DRAWN BY:
2022-0147 ALH Autumn Brook Pump Station and Force Main
COORDINATES: CHECKED BY: CAR ❑ L I N A Gaston County
35.371154,-80.092056 AVH WETLAND SERVICES Stanley, North Carolina
G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147 Autumn Brook\PETS\ArcGIS\Figure1_USGS.mxd

G:\Shared drives\Consulting Team Drive\2022\2022 Consulting Projects\2022-0147 Autumn Brook\PETS\ArcGIS\Figure2_Current. mxd

G:\Shared drives\Consulting Team Dwe\2022\2022 Consulting Projects\2022-0147 Autumn Brook\PETS\ArcGIS\Figure3_Aerial. mxd

Autumn Brook Pump Station and Force Main
Attachments
January 17, 2023
CWS Project No. 2022-0147
ATTAC H M E N T A:
NCNHP Data Review Report

Roy Cooper, Governor
■�■* NC DEPARTMENT OF
■■■i NATURAL AND CULTURAL RESOURCES
■ ■G■
December 21, 2022
Arnie Hoy
Carolina Wetland Services
550 East Westinghouse Blvd
Charlotte, NC 28273
RE: Autumn Brook Pump Station and Force Main; 2022-0147
Dear Arnie Hoy:
D_ Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Yrograrn
N CN H DE-20342
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
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 found within the project area or is 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:
httos://www.fws.ciov/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.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are 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 rod ney.butler(�ncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
121 W JONES STREET. RALEICeH_ NC 27603 • 1E51 MAIL S£RVJCE C£NTER. PAL EIGH. NC 271599
OFC 919.707.9120 • FAX 919,7WS12>I

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Autumn Brook Pump Station and Force Main
Attachments
January 17, 2023
CWS Project No. 2022-0147
ATTACHMENT B:
Photopage (Photographs 1-5)

Autumn Brook
Attachment B: Photopage
January 17, 2023
CWS Project No. 2022-0147
Photograph 1. View of potential habitat for Schweinitz's sunflower, facing northwest.
Photograph 2. View of potential habitat for Schweinitz's sunflower, facing northwest.
Photopage 1 of 3

Autumn Brook
Attachment B: Photopage
January 17, 2023
CWS Project No. 2022-0147
Photograph 3. View of potential habitat for dwarf -flowered heartleaf, facing east.
Photograph 4. View of unsuitable habitat for any terrestrial species, facing southwest.
Photopage 2 of 3

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Autumn Brook Pump Station and Force Main
Attachments
January 17, 2023
CWS Project No. 2022-0147
ATTACHMENT C:
Optimal Survey Windows

OPTIMAL SURVEY WINDOWS AND NUMBER OF YEARS A SURVEY IS VALID FOR
NORTH CAROLINA'S FEDERALLY THREATENED, ENDANGERED, AND AT -RISK PLANT SPECIES
SCIENTIFIC NAME
COMMON NAME
STATUS
SURVEY WINDOW
YEARS SURVEY
IS VALID
Aeschynomene virginica
sensitive joint -vetch
T
July — October
1
Amaranthus pumilus
seabeach amaranth
T
July - October
(or before first tropical storm
that causes overwash)
1
Amorpha georgiana var.
georgiana
Georgia lead -plant
ARS
late April —October
2
Cardamine micranthera
small-anthered
bittercress
E
April - May
1
Carex impressinervia
impressed -nerved sedge
ARS
April - May
2
Carex lutea
golden sedge
E
mid April - mid June
2
Dionaea muscipula
Venus flytrap
ARS
late May —June
2
Echinacea laevigata
smooth coneflower
E
late May —October
2
Fimbristylis perpusilla
Harper's fimbristylis
ARS
July — September
2
Geum radiatum
spreading avens
E
I June — September
2
Gymnoderma lineare
rock gnome lichen
E
year round
2
Hedyotis purpurea var.
montana
Roan Mountain bluet
E
June — July
2
Helianthus schweinitzii
Schweinitz's sunflower
E
late August — October
2
Helonias bullata
swamp pink
T
I April — May
2
Hexastylis naniflora
dwarf -flowered heartleaf
T
March — May
2
Hudsonia montana
mountain golden heather
T
late May -early June
2
Isoetes microvela
thin -wall quillwort
ARS
April —July
1
Isotria medeoloides
small whorled pogonia
T
mid May - early July
1
Liatris helleri
Heller's blazing star
T
I July — September
2
Lindera melissifolia
pondberry
E
February — March;
September - October
2
Lindera subcoriacea
bog spicebush
ARS
March - August
2
Lobelia boykinii
Boykin's Lobelia
ARS
May —July
2
Ludwigia ravenii
Raven's seed box
ARS
June - October
2
Lysimachia asperulaefolia
rough -leaved loosestrife
E
mid May —September
2
Macbridea caroliniana
Carolina birds -in -a -nest
ARS
July — November
2
Minuartia godfreyi
Godfrey's stitchwort
ARS
April —June
2
Oxypolis canbyi
Canby's dropwort
E
mid July — September
2
Platanthera integrilabia
white fringeless orchid
T
mid July - late August
2
Ptilimnium nodosum
harperella
E
July — early September
(during low water)
1
Rhus michauxii
Michaux's sumac
E
May — October
2
Rhynchospora crinipes
hairy-peduncled beakrush
ARS
July — September
2
Rudbeckia heliopsidis
sun -facing coneflower
ARS
July — September
2
Sagittariafasciculata
bunched arrowhead
E
mid May —July
2
Sarracenia oreophila
green pitcher -plant
E
late April — October
2
Sarracenia purpurea var.
montana
mountain purple pitcher-
plant
ARS
April —October
2
Sarracenia rubra ssp. jonesii
mountain sweet pitcher-
plant
E
April —October
2

SCIENTIFIC NAME
COMMON NAME
STATUS
SURVEY WINDOW
YEARS SURVEY
IS VALID
Schwalbea americana
American chaffseed
E
May - August
(1-2 months after a fire)
2
Sisyrinchium dichotomum
white irisette
E
late May —July
2
Solidago plumosa
Yadkin River goldenrod
CCA
September — October
2
Solidago spithamaea
Blue Ridge goldenrod
T
July — September
2
Symphyotrichum georgianum
Georgia aster
CCA
October - mid November
2
Spiraea virginiana
Virginia spiraea
T
May - early July
2
Sporobolus teretifolius
wire -leaved dropseed
ARS
July —September
(following fire)
2
Thalictrum cooleyi
Cooley's meadowrue
E
mid June - early July
2
Tsuga caroliniana
Carolina hemlock
ARS
year round
2
STATUS KEY:
E - Federally endangered
T - Federally threatened
ARS - Proposed for listing as threatened or endangered under the ESA, candidate species for listing, or petitioned by
a third party for listing. ARS species listed above have "substantial" 90-day findings and are undergoing status
reviews (awaiting 12-month findings).
CCA - Species subject to a candidate conservation agreement.
OTHER NOTES:
These survey windows were determined from species recovery plans, field observations, herbaria specimens, and
NC Natural Heritage Program information. For additional information about these species, please visit the U.S. Fish
and Wildlife Service Asheville Field Office webpage at https://www.fws.gov/asheville/ or the Raleigh Field Office
webpage at https://www.fws.gov/raleigh/.
If suitable habitat for species is present in the proposed impact area, the U.S. Fish and Wildlife Service will likely
request species surveys, conducted by a qualified biologist, during the optimal survey window. Projects are
reviewed on a case -by -case basis and you are encouraged to contact a Section 7 coordinator early in the project
planning process. To discuss your project and survey requirements with a Section 7 coordinator, please contact the
Asheville Field Office at 828-258-3939 or the Raleigh Field Office at 919-856-4520
Version date: March 10, 2020

2022-0147 Autumn Brook Pump Station and Force Main
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