WQ0000929_Application (FTSE)_20200819

Mr. Justin Henderson
NCDEQ— Division of Water Resources
Winston Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston Salem, North Carolina 27105
Dear Mr. Henderson:
DAMS • MARTIN • POWELL
ENGINEERS 8 SURVEYORS d1„ p
August 6, 2020
Re: City of High Point, NC
Registers Creek Sewer Pump Station
Permit Modification Request
Existing Permit No: WQ0000929
DMP Project 200123 (BF)
Env ro mental Quality
.. Received
AUG 19 1020
Winston-Salem
Regional Office
Davis • Martin • Powell & Associates is pleased to submit the enclosed permit modification application
on behalf of the City of High Point, NC for the Registers Creek Pump Station.
The Registers Creek Pump Station was constructed in 1989-90, in conjunction with a gravity sewer system,
to provide service to the Grandover and Sedgefield areas located north of Interstate 85. The constructed
pump station consists of a Gorman -Rupp package suction -lift station (belt -driven pumps), standby
generator and telemetry/monitoring system.
Originally permitted for a pumping capacity of 705 gpm, growth in the drainage basin over the years has
increased the contributing wastewater flows and the City desires to increase the pumping capacity of the
current pumps. Additional/increased pumping capacity can be achieved by modifying the pump rotational
speed with a change in the belt & pulley configurations. The current pump driver (50 HP) will be
maintained, therefore modifications to the existing electrical components (service, panel & generator)
will not be required. The City currently has a project in design which will provide for a new/replacement
station within the next 20-24 months.
The City of High Point is requesting a modification to Permit No. WQ0000929 for the following:
• Re -rate of the pump station to 1.267 MGD (880 GPM)
In support of the modification request, please find enclosed the following:
• Two (2) executed Fast Track Applications for Gravity Sewers, Pump Stations and Forcemains
• Two (2) copies of Flow Tracking/Acceptance Form (FTSE-04/16)
• Two (2) copies of color USGS quad map and street level map
• Copy of current permit
• $480 review fee
T: 336-886-4821 • F: 336-886-4458 • License: F-0245
6415 Old Plank Road, High Point, NC 27265 • www.dmp-inc.com

City of High Point, NC
Registers Creek Pump Station August 6, 2020 Page 2 of 2
We trust this information is complete, however, should you have questions or require additional
information please do not hesitate to contact our office.
Sincerely,
DAVIS • MARTIN • POWELL & ASSOCIATES
S
Ben Palmer, PE
C: Mr. Terry Houk, City of High Point (enc) email
Mr. Derrick Boone, City of High Point (enc) - email
File (enc)
P:1202012001231PermitsiSewerl20a123-Registers Crreek PS Permit Mod Xmittal.docx

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 High Point. NC (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: Terry Houk per 15A NCAC 02T .0106(b)
Title: Public Services Director
4. Applicant's mailing address: 211 S. Hamilton Street
City: High Point State: North Carolina Zip: 27261-
5. Applicant's contact information:
Phone number: 3(L36) 883-3111 Email Address: tenv.houkQhighnointnc.gov
H. PROJECT INFORMATION:
1. Project name: Registers Creek Pump Station - Capacity Upgrades
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00000929 and issued date: 09/01/1989
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Guilfor
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.977° Longitude: -79 82'
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Benjamin Palmer License Number: 25496
Firm: Davis -Martin -Powell
Mailing address: 6415 Old Plank Road
City: High Point State: North Carolina Zip: 27265-_
Phone number: 336 886-4821 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Eastside WWTF Permit Number: NC 0024210
Owner Name: Cily of High Point, NC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 66- inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): City of High Point, NC
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: DEVI 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 °/o Commercial
% Industrial (See 15A NCAC 02T .0103(20))
L--*Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ 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','
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0.00 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):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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: Registers Creek Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.977' Longitude: -79.892°
3. Design flow of the pump station: 1.267 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 880 gallons per minute at 125 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)
D 1 SA NCAC 07T 0105(f) rnntaina minimnm sennrntinns that shall he provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Se aration 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-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
Anv 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(a) contains alternatives where separations in 02T.0305(t) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
➢ If noncompliance with 02T.0305(fl or (a,), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes [-]No ®N/A
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 &Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes [-]No
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 ❑ N/A
➢ 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 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 021, the Minimum Design Criteria for the Permitting of Pump Stations
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. Anproval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
0
name from Application Item 111,1.)
that this application for
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 l 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 143-215.611, 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):
P.313
0 t K&Cn -
name & title from Application Item 1.3.)
that this application for
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 fi•oni 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 hi 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.
Date:
8-S-Zd2-0
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
'`bvi� � kern � Flow Tracking/Acceptance for Sewer Extension Applications
tvl�lon of tAla�ter liesoureesPP
(FTSE 04-16)
Entity Requesting Allocation: City of High Point, NC
Project Name for which flow is being requested: Registers Creek Pump Station
More than one FTSE may be required for a singleproject if the owner of the WWTP is not responsible for allpump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: High Point Eastside WWTP
b. WWTP Facility Permit #: NC0024210
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
26.00
19111I111
Il. 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)
(B) (C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump Average Daily
Approx. Not Yet Total Current
Station Firm Flow**
Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf),
Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD
MGD MGD Flow Capacity***
* The Firm Capacity 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.
*** 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):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I C- u �Y �� 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 tine 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 indicates acceptance of this wastewater flow.
A.
Signing
S- f -Zo2�
Date
Page 2 of 6
FTSF. M-1 f,

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1 0.5 0
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FEET
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84
CONTOUR INTERVAL 70 FEET
NORTtAMEAL DATUM OF 1988
29
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State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. H. Lewis Price
City of High Point
P.O. Box 230
High Point N.C. 27261
Dear Mr. Price:
September 1, 1989
R. Paul Wilms
Director
Subject: Permit No. WQ0000929
Request for Permit Modification
Registers Creek Area
Sewer Extensions
Guilford County
In accordance with your request for permit modification received July 31,1989 we are
forwarding herewith Permit No.W00000929, dated September 1,1989 to the City of High Point
for the construction and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded, and shall be. subject
to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to request an adjudicatory hearing upon written request within 30 days
following receipt of this permit. This request must be in the form of a written petition, conforming
to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Box 11666, Raleigh, NC 27604. Unless such demands are made this permit shall
be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need
additional information concerning this matter, please contact Ms. Babette McKemie at
919/733-5083.
Sincer
`- �
R. aul Wilms
cc: Guilford County Health Department
Winston-Salem Regional Office
Davis -Martin -Powell and Assoc.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
PERMIT
For the discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of High Point
Guilford County
FOR THE
construction and operation of 7,580 linear feet of 12, 15, 16 andi8-inch gravity sewer, a 705 GPM
pump station with dual pumps and high water alarms and 12,330 linear feet of 12-inch force main to
serve the City of High Point's Registers Creek Area and the discharge of 400,000 GPD of
wastewater into the the city of High Point's existing sewerage system, pursuant to the application
received July 31,1989 and in conformity with the project plan, specifications, and other supporting
data subsequently filed and approved by the Department of Natural Resources and Community
Development and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to
the following specified conditions and limitations:
This permit shall become voidable unless the facilities are constructed in accordance with
the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
The facilities shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of High
Point's Eastside Wastewater Treatment Facility prior to being discharged into the receiving
stream.
5. This permit is not transferable.

6. Construction of the sewers shall be so scheduled so as not to interrupt service by the
existing utilities nor result in an overflow or bypass discharge of wastewater to the
surface waters of the State.
7. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the approved plans and specifications. Mail
the certification to the Permits and Engineering Unit, P.O. Box 27687, Raleigh, NC
27611-7687.
A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of five years from the date of issuance.
The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per
hour in the pump station.
b.. An air relief valve located at all high points along the force main.
c. A screened vent for the wet well.
d Fillets located in the wet well at the intersection of the flooring and sidewails.
e.. Three feet of cover (minimum) over the force main or the use of ferrous material
where three feet cannot be maintained.
f. Sufficient devices which will protect the pump station from vandals.
g. Flood protection if the pump station is located below the 100-year flood
elevation.
10. Failure to abide by the conditions and limitations contained in this permit will subject the
Permittee to any enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statutes 143-215.6.
Permit issued this the ist day of September,1980
/ NORTH ROLINA ENVIRO N7
-\ R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Man
MANAGEMENT COMMISSION
Commission