WQ0041825_includes revised page 3 of FTA that removes proposed public sewer_20200709

Engineering & Surveying, Inc.
Cover Letter
July 8, 2020
North Carolina Department of Environment and Natural Resources
Water Quality Section
NCDENR Winston-Salem Branch Office
Re: Fast -Track Application (FTA 04-16)
For Elevate Haw River
Graham, NC
N C Department of
Environmental Quality
Received
09
Winston-Salem
Regional Office
On behalf of Elevate Haw River LLC, 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, FTSE form 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
Todd D. Murphy, Project a r
Enclosures
4400 Tyning Street • High Point, NC 27265 Phone: [phone] • Fax: [phone]
www.cptengineering.co

NARRATIVE
FOR
Elevate Haw River
ALAMANCE COUNTY
GRAHAM, NORTH CAROLINA
July 7, 2020
OWNER / DEVELOPER:
Elevate Haw River, LLC
305 Blandwood Ave
Greensboro, NC 27401
[phone]
ENGINEER:
CPT Engineering and Surveying, Inc.
4400 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 I 1 apartment buildings (264 units) and
clubhouse with associated paved drives and parking including private water and sewer
service.
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
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: ELEVATE HAW RIVER LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other
3. Signature authority's name: Frank Amman per 15A NCAC 02T .0106(b)
Title: MANAGER
4. Applicant's mailing address: 305 Blandwood Ave.
City: Greensboro State: NC Zip: 27401-.
5. Applicant's contact information:
Phone number: (336 294-9199 Email Address:
H. PROJECT INFORMATION:
1. Project name: Harden Street Apartments
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 Trubv License Number: NC 14984
Firm: CPT Engineering and Surveying, Inc.
Mailing address: 4400 Tyning Street
City: High Point State: NC Zip: 27265-.
Phone number: (336 812-8800 Email Address: chucktActnengineering.com
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

VI.
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 aunroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(ffl
Daily Design Flow °,b
No. of Units
Flow
1 and 2 BEDROOM
264 X 240 gal / day
264
63,360 GPD
CLUBHOUSE 50 SEATS + 3
EMPLOYEES
5 gal/ SEAT
50
250 GPD
25 gal/EMPLOYEE
3
75 GPD
gal/
GPD
gal/
GPD
gaV
GPD
Total
63,685 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.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 69 445 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):
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" (private)
1,392
SDR-35
8" (private)
411
DIP
8" (public)
66
SDR-35
➢ Section II & III ofthe MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
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 B impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I 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 sloe 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
➢ ISA NCAC 02T.0305(s) 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 (g). 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 0213.0200? ® Yes [-]No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
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 Design Criteria for the Permitting of P
and Force Mains (latest 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 supportin¢
documents.
2. Professional Engineer's Certification:
I, Chuck Truby attest that this application for
(Professional Engineer's name from Application Item III.1.)
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 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Frank Auman - Manager attest that this application for
ELEVATE HAW RIVER, LLC
(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 wqR as civil penalties up to $25,000 per violation.
Signature:
Date: /'I1y
FORM: FTA 04-16 Page 6 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Elevate Haw River, LLC
Project Name for which flow is being requested: Elevate Haw River Apartments
More titan one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of thepraposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: City of Graham WWTP
b.
WWTP Facility Permit M NC 0021211
All flows are in MGD
c.
WWTP facility's permitted flow
3.50
d.
Estimated obligated flow not yet tributary to the WWTP
0.929
e.
WWTP facility's actual avg. flow
2.101
f.
Total flow for this specific request
.07128
g.
Total actual and obligated flows to the facility
2.969
It.
Percent of permitted flow used
85%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(0)
(C)
(D)=(B+C) (F)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, * (Firm / pfl,
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MOD MGD
Flow, MGD
MGD
Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Woody Drive Sewer
Downstream Permit Number: N/A
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Frankie Maness certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
L-i7
Title of
Mt,
Page 2 of 6
-G 3
Date
FTSE 10-18

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REF: USGS QUAD MAPS
GRAHAM, N.C.
2016
NGINEERIN6 AND SURVEYING, INC.
LAND DEVELOPMENT CONSULTING
NLBELS FIRM LILEN5E NO. L-13-I5
4400 TYNIN6 STREET
HIGH POINT, NORTH GAROLINA 21265
PHONE. [phone] — FAX. [phone]
SURFACE WATER CLASSIFICATION
STREAM INDEX: 16-17
STREAM NAME: TOWN BRANCH
CLASSIFICATION: WS-V: NSW -JORDAN LAKE WATERSHED
CLASSIFICATION DATE: AUGUST 10, 2009
RIVER BASIN: CAPE FEAR
PROPOSED SANITARY SEWER
49— ss ---o EXI5TIN5 SANITARY SEWER
ELEVATE HAW RIVER
USGS QUAD MAP
GRAN
GRAHAM, NC
SCALE: 1"=200'
(T-

ENGINEERING AND SURVEYING, INC. ELEVATE NAW RIVER
UDD LAND DEVELOPMENT GONSOLTINS
NGBELS HRM LIGBLE 110, C-1375 STREET MAP
4400 TYNIN& STREET GRAHAM, NG
HIGH POINT, NORTH CAROLINA 21265
PHONE: (336) 8I2-8800 - FA(356) 812-8T5O SCALE: I"=1000'
X:

North Carolina Secretary of State Search Results
https://w ww. sosnc.gov/online_services/search/Business_Registration_Re...
• File an Annual Report/Amend an Annual Report ^ Upload a PDF Filing • Order a Document Online • Add Entity to My
Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print an Amended a Annual Report
form
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
1 of 1 6/23/2020, 3:25 PM

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1
Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8" (private)
1,392
SDR-35
8" (private)
411
DIP
➢ Section II & 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 sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
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