WQ0041861_Application (FTSE)_20200727

Engineering & Surveying, Inc.
Cover Letter
July 23, 2020
n ... �; :: plYi 111 i'.'.'i'It U�•
Cnvlronniental Quality
North Carolina Department of Environment and Natural Resources Received
Water Quality Section
NCDENR Winston-Salem Branch Office 97 21,"
Winston-Salem
Re: Fast -Track Application (FTA 04-16) Regional Ofiio^.
For Elevate Haw River — Public Sewer
Graham, NC
On behalf of Elevate Haw River, LLC and the City of Graham, we are submitting herewith for your approval the
following documents relative to the above referenced project:
(1) Original Fast -Tract Application
(1) Copy Fast -Tract Application
(1) Check for $480
(1) each- Supporting Documents (Cover Letter, and Site Narrative)
Site Maps: USGS Topo Map, Location Map of Gravity Sewer, Street Map
Specifications for this project will be per the City of Graham standards and specifications. We respectfully request
your approval of these items. If you have any questions or need any additional information, please give me a call.
Thank you for your assistance with this matter.
Sincerely,
CPT Engineering and Surveying, Inc
T dd D. Murphy, Project ` ager
y
Enclosures
4400 Tyning Street • High Point, NC 27265 Phone: [phone] • Fax: [phone]
www.cpten ink Bering com

NARRATIVE
FOR
Elevate Haw River — Public Sewer
ALAMANCE COUNTY
GRAHAM, NORTH CAROLINA
July 23, 2020
OWNER / DEVELOPER:
Elevate Haw River, LLC
305 Blandwood Ave
Greensboro, NC 27401
[phone]
ENGINEER:
CPT Enaineerine and Surveying. Inc.
"00 Tyning Street High Point, NC 27265
Phone [phone] • Fax [phone]

PROJECT DESCRIPTION
The project is located on an approximately 13.2 acre tract in Alamance County, Graham,
NC. The purpose of the project is to construct 11 apartment buildings (264 units) and
clubhouse with associated paved drives and parking including private and public water
along with private and public sewer service. All sewer on site will be private and there is
only 661f of public sewer in the right-of-way of Woody Dr (SR2106) as shown on the
plans.
SITE DESCRIPTION
The site consists of 13.2 acres more or less and is currently field/wooded and vacant.
ADJACENT PROPERTY
Land use in the vicinity is commercial General Business and Apartments. The site will
access the public street network by new driveway entrances on SR2106, Woody Drive
which is located 1,309 LF NE of NC HWY 54, E. Harden St. and Woody Drive. The
second access point is located 1,528 LF from same intersection and a third entrance is
located 1,109 LF NE of NC HWY 54, E. Harden St. and SR2107, Whittemore Road.
SOILS INFORMATION
The soil in the project area is mapped as
EnD Enon sandy loam, 10 to 15 percent slopes
CnD2 Cullen clay loam, 10 to 15 percent slopes, moderately eroded
CnB2 Cullen clay loam, 2 to 6 percent slopes, moderately eroded
EoB2 Enon clay loam, 2 to 6 percent slopes, moderately eroded
per USDA Natural Resources Conservation Service Web Soil Survey.
OWNERSHIP
Elevate Haw River, LLC plans to retain ownership of the subject property with NO plans
to sell subject property upon completion.

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: CITY OF GRAHAM (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Frankie Maness per 15A NCAC 02T .0106(b)
Title: City Manaeer
4. Applicant's mailing address: 201 South Main Street. -
City: Graham State: NC Zip: 27253-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
❑ Privately -Owned Public Utility
❑ Other
II. PROJECT INFORMATION:
1. Project name: Elevate Haw River- Public
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Alamance
4. Approximate Coordinates (Decimal Degrees): Latitude: 36°03'49.002" Longitude:-79°22'40.777"
5. Parcel ID (if applicable): 147616 and 147620
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Chuck Truby License Number: NC 14984
Firm: CPT Eneineerinc and SurvevinQ, Inc.
Mailing address: 4400 Typing Street
City: High Point State: NC Zip: 27265
Phone number: [phone] Email Address: chuckt@cpten ine eeringcom
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Graham Wastewater Treatment Plant Permit Number: NC 0021211
Owner Name: City of Graham
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

1IA P
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow s,b
No. of Units
Flow
I and 2 BEDROOM
264 X 240 gal / day
264
0 GPD
CLUBHOUSE 50 SEATS + 3
EMPLOYEES
5 gal/ SEAT
50
0 GPD
25 gal/EMPLOYEE
3
0 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 02T 0114(b) (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
® Other (Explain): Flow for this project of 63,685 GPD was previously requested in an associated private sewer
extension application.
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" (public) 66 SDR-35
➢ Section lI & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewers)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VHI. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROTECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided in
the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
➢ If noncompliance with 02T.0305(f) or (s), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [—]No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .02009 ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
FORM: FTA 04-16 Page 4 of 5

Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 5 of 5

X. CERTIFICATIONS:
1. Does the submitted. system comply with 15A NCAC 02T, the Minimum Desien Giteria for the PermiuioL of Pump Stations
and force Mains datest version). and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineers Certification:
I, Chuck Trubv attest that this application for
(Professional Engineer's name from Application Item III.I .)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I. further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, m certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: N A
6
1A. -7
e ' SEAL
14984
GI @.
°®aaa. aaaaa® Ii
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1�L3'ZU
1. Frankie Maness -City Manager attest that this
application for CITY OF GRAHAM
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: -7
FORM: FTA 04-16 Page 6 of 5

lip
oF I SURFACE WATER CLASSIFICATION
STREAM INDEX: 16-17
STREAM NAME: TOWN BRANCH
CLASSIFICATION: WS-V: NSW - JORDAN LAKE WATERSHED
CLASSIFICATION DATE: AUGUST 10, 2009
I RIVER BASIN: CAPE FEAR
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PER USGS QUAD MAPS
GRAHAM, N.C.
2016
///ffr-,ii ENGINEERING AND 5URVEYINC7, INC.
LAND DEVELOPMENT CONSULTING
NLBELS FIRM LICENSE NO. G-1315
4400 TYNING 5TREET
HIGH POINT, NORTH CAROLINA 21265
PHONE, [phone] — FAX, (33(o) 812-8180
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PROP05ED 5ANITARY 5ENER
-- ss EXI5TIN6 5ANITARY 5ENER
ELEVATE HAW RIVER
USGS QUAD MAP
GRAHAM, NC
56ALE: I"=200'

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PHONE: [phone] - FAX: [phone]-h80
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SCALE: I"=1000'

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Limited Liability Company
Legal Name
Elevate Haw River, LLC
Prev Legal Name
Graham Exchange, LLC
Information
Sosld: 1881924
Status: Current -Active
Date Formed: 8/19/2019
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual. Report Status:
Registered Agent: Schell Bray PLLC **Note load times may be long**
Addresses
Reg Office
230 N. Elm Street, Suite 1500
Greensboro, NC 27401
Company Officials
Reg Mailing
230 N. Elm Street, Suite 1500
Greensboro, NC 27401
Mailing
305 Blandwood Avenue
Greensboro, NC 27401
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member Chief Financial Officer
H. Frank Auman , III Michael DePopas
305 Blandwood Avenue 305 Blandwood Avenue
Greensboro NC 27401 Greensboro NC 27401
Principal Office
305 Blandwood Avenue
Greensboro, NC 27401