WQ0040210_Regional Office Historical File Pre 2018

August 17, 2018
Jason Wilson
City of Salisbury
1 Water Street
Salisbury, North Carolina 28144
Subject: Permit No. WQ0040210
City of Salisbury
Crane Creek Lift Station & Force Main Upgrade
Wastewater Collection System Extension Permit
Rowan County
Dear Mr. Wilson:
In accordance with your application received August 7, 2018, we are forwarding herewith. Permit No.
WQ0040210 dated August 17, 2018 to the City of Salisbury (Permittee) for the construction and operation
upon certification of the subject wastewater collection system 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from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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. This cover letter shall be considered a part of this permit and is therefore incorporated therein by
reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This pertxtit shall not be automatically transferable; a request must be made and approved.
Condition H.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 1.5 A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee,
It shall be the responsibility of the Pernlittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through § 143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office y 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
7C,1663 1699

If any parts, requirements, or limitations contained in this permit are unacceptable, 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, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Lon Snider at [phone] or
via e-mail at [e-mail].
EA14CC681AF27425...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Sincerely,
DocuSigned by:
cc: Charles Bramlett PE (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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 the
City of Salisbury
Rowan County
for the construction and operation of approximately 253 linear feet of 16-inch of gravity sewer
& 3050 linear feet of 10-inch force main, for The Crane Creek Lift Station & force main upgrade,
with an additional pump to the current triplex Cane Creek Lift Station to pump 810 & 1380 GPM
at 118 & 162 feet of TDH and the discharge of 0 gallons per day of collected wastewater into
the City of Salisbury existing sewerage system, pursuant to the application received August 7,
2018, and inconformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable;
and other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources 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 specified conditions and limitations contained therein.
,—DocuSigned by:
L—A14CC681AF27425.._
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0040210
Permit Issued: August 14, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
City of Salisbury is hereby authorized to:
Construct, and then operate pon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this systemshall be treated in the City of Salisbury Waste Water
Treatment Facility in accordance with Permit Number NC0023884.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
1.5A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional.
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules,
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 0 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.0304 (b)].
2) Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event of
alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a single-
family residence may have a placard or sticker on the control panel in lieu of a sign. [15A NCAC 02T
.0305(h)(2)]
H. STANDARD CONDITIONS
This permit is not transferable, in the event there is a desire for the wastewater collection, facilities
to change ownership, or there is a name change of the Peiwittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2, This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein, [15A NCAC
02T.0110]
This permit shall he effective only with respect to the nature and volume of wastes described in the
application and other supporting data, [15A NCAC 02T .0110]
Page 4 of 8

4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of -these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be nnet: (15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry'System shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g•
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.IC.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc., or
b. Any SSO and/or spill, over 1,000 gallons.; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of EmergencyManagement at telephone number [phone] or (91.9) 733-3300.
Persons reporting any of the above occurrences shall file a spill report by .completing and submitting
Part I of 'Form CS-SSO (or the ,most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the ,problem does not recur, Part 1I, of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SS° was beyond control, [G,S. 143-
21.5.1C(a1)1
Construction of the gravity sewers, pump stations, and force mains shall he scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass, discharge ofwastewater
to the surface waters of the State. [15A. NC AC 02T.0108(b)]
7, Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater -flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the ,permit and shall subject the Permittee to
appropriate enforcement actions,
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County'.s Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the Rim is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc,
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times„ and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in,
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
tirneframes, shallbe provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary fomi.
Page 6 of 8

Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
•approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes § 143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF SALISBURY
PERMIT #: WQ0040210
PROJECT: CRANE CREEK LIFT STATION & FORCE MAIN UPGRADE
ISSUE DATE: AUGUST 14, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition '7 of this permit until the Division has received this Certification and all required supporting
documentation, It should be submitted. in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address. noted in the page tooter.
Any wastewater flow made tributary to the wastewater collection system extension prior to .completion
of this Certification, shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The 'Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division, A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Pemintee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
ted Name, Tit
Signature
ENGMER'S CERTIFICATION
Date
as a duly registered Professional. Engineer in the State of North Carolina,
having been authorized to Observe periodically, weekly, .] full time) the construction of the
project nameand location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted .February 12„. 1996, as
applicable; the Division's Minimum Design Criteria for the Fast-Tra.ck Permitting of Purnp Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials..
North Carolina Professional Engineer's Seal w/signature & date:
L Final Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]

Dlvislon of Water Resources
Depa
nn
State of North Carolina
nt of Environmental Quality
Division of Water Resources
15A NCAC 01T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-1.6 & SUPPORTING DOCUMENTATION
Application \umber
All items t be completed ur the application r ill be returned
APPLICANT INFORM .TI.ON..
r
1. Applicant's name: City of Salisbury (company, muruc.ip al.ity, I{OA,
Applicant type: 0 Individual 0 Corporation
[] Federal ❑ State/County
3. Signature atdi:hority's name: Jason t3'ifson per 15ANCAC 02
Title: Utilities Engineer,Maner
4, Applicant's mailing address: 1 'Water Street
City: Salisbury
Applicant's comae
Phone number: [phone] Email Address:
PROJECT INFORMATION:
Lip 2t1144-
1. Pro jec:t name: Crane teek_Lifr Station & Fcaa
'pgrade
Application/Project status: ® Proposed (NeW Permit)
If"a modification, provide the
General Partners
Municipal
(bl
pt t r by D\\ R.)
g permit number: W'QOO and issued da
If new construction but part of a master plan, provide the exist'
3. County where project is located: Rost ari
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.662 1"
5. Parcel ID (if applicable):
(or Parcel II) to closest downstreun sewer)
CONSULTANT INFORMATION:
1. Professional En
Number: 037639
u
ip Pritat.
Other
WQOO
gitudc: w80,4262'
}"irtti: 1lightill Intia tructurc 1 nginecring, PC:
Mailing address: 301 North Main Street Suitc'2433
City°. Wniston-Salem State: NC Lip.. 7101-
Plt«tte ttttnal er. (33Ci1 701-4tt1O ''mail Address: wbraanlett(a hiepc.com.
IV. WASTEWATER TREATMENT FA I'TY (WWTF) INFORMATION:
i, Facility Name: Town Creek Wastewatter Treatment Facility Permit Number: NCOO23Sf'4
()wner Name.: City of Salisbury
RECEIVING DOWNSTREAM SEWER INFORMATION (il`different than WW"TF):
1. Permit Numher(s): WQ Downstream (Race
System Wide Collcctioot Su tent F'trtnit l ;umber(s)(ifapplica
Other Narrte(s)' jt`y' of Salisbury
SecterSi�:e' 42 inch
10019
-led Public Utility
FORM: FTA 04-16
Page 1 of 5

L. GENERAL REQL.IIR1E lENTS
1, lithe Applicant is a Privately-Owr
p
icant is a Deveio
e Applicant is a Hot
gin of w a
ed Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes No N/A
lots to he sold, has a Dev sper's C2peratir n il.
❑ Yes ❑No ZN/A
all that
Z Residential Owned
® Residential Leased
Z School./preschool/ day care
Z Food and drink facilities
Businesses / offices / factorit
Nature of wastewater
pty)�
Retail (stores, centers, malls
El Retail with food preparation'
❑ Medical ,' dental , veterinary fa
Church
❑ Nursing Houle
is
stic/Commercial %Commercial
'al (See 15A NCAC 02'T .0103(201)
s theie a Pretreatment Program in effect?
Has a flows reduction been approved under ➢ 5A NCAC 02"➢, .01(4(fr ❑ Y
w if veswpros°ide a cops of flow reduction approval letter
7. Summarize wastes ater generated by project:
Establishrnent Type (see 02T.O114(0)
Daily Design Flow Lb
{FORMS: DE \ been attached?
O.'y) been attached?
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
'Swimming Pool/Filter Backwash
❑ Other ('Explain in Attachment)
El Yes ❑No
�No
of units
Flow
GP[..)
G,PD
GPI)
UPI)
gal/
GPD
0 GPL)
a Sew 15wa aC'/IC 02T .01 14(b),.(d), (e)(1) and (e)(2) for tweet to ww i tewwater design flo
dwelling, proposed unknown non-residential develrwprnent uses; public access tit,cilities to
and residential property located south or east of the Atlantic Intracoastal Waterway to be us
in (3,' . 42 ' ),
b Per 15A NCAC 02T ,01 l4(c), design flow rates for establishments not identified tin table 15A N-CAC 02T,0114J shall he
deternisined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: (2 GPI) (per 1.5A, 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 pc
® Flow has already been allocated in Permit Number
CS00t:
b
rates , minimum flow per
tted near high public use areas;
d as vacation rentals as detained
equent permits that connect to this line
❑ Rehabilitation or replacement of existing sewer with no new flows expected
❑ Other (Liwplaain .
FORM: LTA 04-16
Page 2of5

VII. SR. .VITY SEER DESIGN CRITERIA (If Applicable) 02°F n0305 : IDC (Gravity Servers)
Summarize gravi
eta be permitted.
Size
Ca
hcs)
253
Material
DI
Section 11 III ol'tine MDC tcrr Pcrtatitting ttl'(irav it . Sewers contains information related to design criteria
Section HI contains information related to rrtinimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VII1. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MSC (Pump Statie Mrainsp
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump stthon number or name: Crane Creek Lift Station
?. Approxirnate C'eac: t`elitaates (Decimal Degrees): Latitude: 35,2261" IMozr =itttele: itt,42E 2'..
3. Design flow ot`tlnc ptttxtln station: 3,168 :millions gallon,, per day (t:)rsn capacity)
4. Operational point( s) of tlpump(s): J10 &,1.380 gallons per minute at 11.8 & I(i2 feet natal clvna
5. Sut:n.marize the force to be pert
Size (inches)
nce vv°ith °i'vt.]'r wC' 02T .030.}0h0( IU:
tandby power source- or pump
head (I"D1.1)
is activation and telemetry- I.5A NCAC 02T.0305(h)(
Required for all pump stations with an aver ag e daily thaw greater than or equal to 15,000 gallons per day
Must he permanent to 'facility
Cye if the pump station has an aver
ss than 15
s per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NC"A ' t)2T
.0305(h)(1)(C)
or
❑ Portable putnpirtg unit rv'ittt phtgged r
It shall be demonstrated to the O'ivi. u
and is compatible with. the station,
If the portable power source or punip is dedicated to multiple pump stations, an eval.uati
capacities and the rotation schedule of the portable powersource or pump, inc n
in the case oft multiple station power cottage.
cy pump connection and telemetry. I5A NCAC 02T ,0305(h)(1)(C'):
he portable source is o fed or contracted by the applicant (draft agreem
Mall the put np static)rts° sec
1 tinnetramcs, shall be pro
FORM: FTA 04-l6
Page 3 of 5

' IX. SE'TB. CKS & SEPARATLO S (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all scpa ations found in 15A N
15A NCAC 02T.0 ,1)5(t) contains m
Storm sewers and other act
Water mains
Water mains (horizontal)
m. seruaraationt
Setback Parameter*
fisted below (vertical)
ver sews including on benched trenches)
Reclaimed water lines iwertiea1 rcclaainaed over sews
Reclaimed water hues (horizeantal - reelaaitated over seaaet.)
**Any private or public water supply source,
ded reservoirs used as a 4
y wet
Ovate
.0305
ided fi
ater s of Class' or
**Waters classified WS (except WS-1 of WS-V), B, SA, DRW,'HQW, or SB from normal
high water (or tide elevation) and wetlands (see itertt IX,2)
*'"'Any oth
ditches
lake„ irnpoundmertt, or ground water lowering and surface drain
Any building foundation
Any baseme
Topesiope_ot;emnhankrnent or cuts,of2 feet or rstore ofc.stical height
Drainat.}e systems and interceptor drains
Any swaitnm.ing pools
Final earth grade (vent e.alj
® Yes. LI No
s
Separation Required
24 inches
18 inches
10 feet
18 inches
2 feet
100 feet
10 feet
10 feet
5 feet
36 inch.es
15A NCAC 02T,tt i451g} contains alternatives where separations in 021.0_305.L_p cannot be atcltie eel,
**Stream classifications can be identified using the Division's NC Surface Wat:e jassif eati.ptts webpage
if noncompliance with 02T 0305(1) or (a;), see Section. X of this application
Does the project cotaaply vvith separation. requirements farttls" (5t} feet of separation)
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 constrttetion
r As built documents should reference the location of areas effected
Does the project comply with. setbacks finned in the
les per
• This would include Trout Buffered Streams per N Af"2B.0202
4. Does the project require coy=erage°authorizatio
individual permits or 401 Water C)ttality C`eatit
• Information can be obtained front the:401
5. Does prruject comply vitla
Per 15.A NCAC 02T.0105(c)(ta}, direct)
been. applied for, or have been obtained. Issuance or this permit is contingent on issu
sedimentation control plans, srorrauwater management plans, etc.).
under a 4
tia.ans'l)
11
Pe
Nationwide or
in
05i cAr
t additi
0200`.
cations
U No
applications are bt:ing. prepared, have
ce of dependent permits (;erosion. and
Does this project include aany°server catallea tton litres that are deemed "high -priority'?""
Per 15A NCAC 02'T,0402, ")ugh -priority uc ter" taacatts t`any= aerial sewer, sewer contacting su.rtace
positioned parallel to st.rea.mbanks that is subject to erosion that undermines or deteriorates the sewer.
® Yes
If yes, include an attachment with details for each lin
N/A
siphon, or sewer
,and. loca
High priority. shall be inspected by the permittee or its representative at least once every six -months and ins.ectrons
documented per 15A NCAC 02T.0403(a)(5) or thepernritec's individual System -Wide Collection permit,
FORM: FTA 04-16
Page 4 of 5

X, CRTIF'ICATIONS:
1. Does the submitted system comply with ISA NCAC 02T, the Mininturtt Design Criteria for the Permitting cj mop Stab its
and Poke Mains (latest version), and the Gravity Sewer Min itatttttt Design Criieria.(Iatest version) as applicable?
Yes D No
lfNo, 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 Flist Track Application and supporting documents.
2. Professional Engineer's Certification:
his applicati
Professional engineer's rtatne from Application
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 143-215.68, 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 Caratinsr Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
1, .✓1,41S0"n/ % . 47/LScNi gi% _ZA/ t-t I/V lrrft-A/
(Signature Authority's name & tie from Application Item 1.3.)
attest 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
(his 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 I43-215.6r and 143-2.15,68., 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 S10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 04-16
Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of Salisbury
Project Name for which flow is being requested: Crane Creek LS & FM Upgrade
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for al! pump
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: Salisbury - Rowan WWTP ( Town Creek Train )
b. WWTP Facility Permit #: NC0023884
All flows are in MGD
c. WWTP facility's permitted flow 5.000
d. Estimated obligated flow not yet tributary to the WWTP 0.337
e. WWTP facility's actual avg. flow 2.089
f. Total flow for this specific request 0.000
g. Total actual and obligated flows to the facility 2.427
h. Percent of permitted flow used 48%
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
Pump
Station
(Name or
Number)
Finn
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
the WWTP:
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated Available
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.
xxx 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 < 4.
Downstream Facility Name (Sewer): Salisbury - Rowan
Downstream Permit Number: WQCS00019
Page 1 of 6
FTSR 114-1 f

II. Certification Statement.:
I Jeffrey Jones, PE PLS 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 indicates acceptance of this wastewater flow.
Sig 'vial tgnae Der e
Page 2of6
Vel-4`P CM 14

U.S. DEPARTMENT OF THE INTERIOR
U.A GE W DGICAL RATE,'

713/2©18
ConnectGlS Feature Report
C NNECTG S
WEE 11OO5TtNG
1 0" D
Fore Main
N'f;ov FM rC,"a°gss'efs
Over E" rc Elfr Culvert
Rowan2
;tinted 1,4 d S, 2OTB
See del for t7isclaare
on was prep red from the Rowan County, NC Geographic hif rsttation yste 3 Rowan County has anode substantial efforts to ensure the acraaracy of
nd iabelinq information contained r,n this see The inlorrprovided is a representatsoo of various City and County data sources and does not serve as a+t
p Rowan County promotes and recommends the miaow -orient venfication of any information contained on this site by the user. Rowan County makes nor
er asSe trnro- a„ to the fitness of the -saps for any partictita- os pose and neither Rowan County nor s;`s agents Of errp,oy ww steal! be Irahale for any claim
have resulted Horn any use thereof
httpsl'rowan2,connectgis.conor/DownloadFile ashxOi= ags_rnape15fbe8f440d4f72b2fad83569027bcax.htn&t=print 111

GROUT SEAL CASING,
TYP. BOTH ENDS
#4 BARS 0 6" O.C. EA.
WAY, EACH FACE, TYP.
5' MIN.
FROM
T.O.B, TYP.
- 3' MIN FROM
MAXIMUM PIPE SPAN.
SEE CASING PIPE TABLE
— CLASS 1 RIP -RAP SLOPE
PROTECTION, TYP. DO NOT
PLACE IN CHANNEL BOTTOM
BOTTOM OF CREEK
CONTRACTOR SHALL NOT DISTURB
CREEK CHANNEL BOTTOM
ALLOWABLE SPANS FOR STEEL CASING PIPE
CARRIER PIPE,
DIP DIAMETER
(IN.)
CASING PIPE,
STEEL DIAMETER
(IN.)
MINIMUM CASING PIPE
WALL THICKNESS (IN.)
• ALLOWABLE
SPAN (FT.)
6
14
0.375
4
8
16
0.375
45
10
18
0.375
50
12
20
0.375
50
14
24
0.375
55
16
26
0.375
55
18
30
0.375
60
20
32
0.375
60
24
36
0.4375
65
30
42
0.4375
65
36
48
0.500
65
42
56
0.500
65
STEEL CASING PIPE
(WELD ALL JOINTS)
Q
CREEK
CHANNEL
1.4
4'
MIN.,
TYP.
4"x3/8" S.S. STRAPS W/ (2)
3/4" 0 S.S. ANCHOR BOLTS
EACH SIDE, TYP.
DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
CONCRETE CASING
SUPPORT (4'x4'x6'), TYP.
CONTRACTOR SHALL INSTALL ALL REQUIRED SEDIMENT
AND EROSION CONTROL MEASURES AS REQUIRED TO
PREVENT MATERIALS FROM ENTERING STREAM CHANNEL
NOTES:
1. STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH WALL SEAMLESS WITH
A MINIMUM YIELD STRENGTH OF 35,000 PSI. COAT EXTERIOR OF CASING PIPE W/
COAL TAR EPDXY (MIN. 16 MILS)
2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS AT EVERY JOINT
WITHIN THE CASING PIPE USING APPROVED PIPE ALIGNMENT GUIDE. ALL JOINTS SHALL
BE RESTRAINED JOINT.
Detail - Aerial Pipe Crossing
SRU1701 - Crane Creek PS and FM Upgrade
Salisbury -Rowan Utilities
H1GHFILL
INFRASTRUCTURE
ENGINEERING, P.C.

HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
August 2, 2018
NC L7ivision of Water Resources
Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, NC 28115
RE: Application Submittal
Crane Creek Lift Station and Force Main Upgrade
I11GLIFILL Project No,: SRU1701
Dear Reviewer:
301 North Man Street, Suite 2433
Winston-Salem, North Carolina 27101
Te@ 336-701-2910
NC Fenn License No, C-2586
The Crane Creek Lift Station is located on the eastern side ofl3ringle Ferry Road, just south of the
intersection with McCanless Road in Rowan County. 'Elie existing system configuration consists of a.
triplex lift station and adjacent valve vault. which is capable of accommodating a fourth pump. Salisbury -
Rowan Utilities (SRU) is proposing to expand the Crane Creek Lift Station and Force Main to increase
system capacity and operational redundancy.
There are three pumps currently installed in the existing +vet well, and a fourth pump will be added as part
of this project. The lift station wet well will be reconfigured to operate as two duplex pumping systems
a itla parallel force mains. Each pair of pumps will consist of 800 GPM and 1..400 (3PM pumps.
Cu
inch g
ing I0-inch ductile iron force main conveys flow front the Iift station to <trt ex
ocated along McCanless Road. A new parallel l 0-inch ductile iron force main
(approximately 3,f} tl linear feet) will be installed to increase the capacity of the pump station, as well as
provide increased system redundancy. Approximately 253 linear feet of existing 1.2-inch gravity sewer
will he upsized to 16-inch ductile iron pipe to increase hydraulic capacity of the receiving sewer for peak
pumping rates.
There will he two stream crossings in the pro ec't area. The new 10-inch force main near the int
of L3ringle Ferry Road and McCanless Road will cross an intermittent stream; however, the new
main will be constructed of -ductile iron pipe and will be installed in the existing road shoulder a
culvert (the stream runs through an existing 60-inch culvert under McCanless Road). The other cr
will require replacement of an existing I2-inch gravity sewer (aerial pipe) that crosses Town Cree
replacement pipe will be an aerial 16-inch ductile iron gravity sewer installed within a new steel casing
pipe (aerial). To meet the Alternative Design Criteria for Minimum Separations, the use of duc
pipe at the stream crossings (constructed to water main standards) is proposed as part of this pro
No additional flow will be generated from this project.
The Crane Creek Lift Station is not covered under existing individual permit, but it is included
of Salisbury's System -wide Collections Sys ern permit, W CS00019.
In summary, this project consists of:
Approximately= 3,050 linear feet new 10-inch ductile iron force nlain,
Approximate
53 linear feet of existing 1:
psized to i6-inch ductile 'iron.
Engineering rs our pro ession. Sert rre is our p©ssIon.

NC Division of Water Resources
August 2, 2018
Page 2
Pump station site improaements, which include adding a fourth pump, relocating the existing 24-
inch gravity sewer (within the limits of the lift station site), installation of a new 8ix8" junction
box and wastewater screen: installation of bao bypass pumping coimections (one for each force
main), a new ‘N ater sera Reline and yard hydrant (both by SRU), and installation of a new
motorized entrance gate.
Along with an application fee check in the amount of $48000. please find enclosed two copies each of
the following documents for re a lew and approa al:
• Coa ex 1,etter
Fast -Track Application Form
Flow Tracking/Acceptance Form
USGS 'FOPO Nlap
Street Level Map
Attachment of Aerial Pipe Crossing
Please contact rile at 336-701-2910 or aabratriletria hiepe.com if you have any questions or require
additional project information.
Respectfittly:Submitte,d,
lfIGHHLLINERASIRUCTURE :ENGINEERING, :RC.
Ves Brainlett, PL
Project Manager
cc, Jason liVilson, PE — Engineering Mantiger. Salisbury -Rowan utilities