WQ0031143_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Man W. Klimek, P.E. Director
Division of Water Quality
December 22, 2006
Mr. Matthias Bernhardt, Assistant City Manager for Utilities
City of Salisbury
215 S South Main Street
Salisbury, NC 28144
Subject: Permit No. WQ0031143
City of Salisbury
Shive Elementary
Wastewater Collection System Extension
Rowan County, :North Carolina
Dear Mr. Bernhardt,
in accordance with your application received on December 7, 2006, we are forwarding herewith
Permit No. WQ0031143, dated December 22, 2006, to the City if Salisbury for the construction and
operation 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of. any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) 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. 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.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycledll0% Post Consumer Paper
Noy` Carolina
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ACK .PPIICATIO'N for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
a
USE THE TAB KEY TO MOVE FROM FIEIMC TO FIELD!
Owner:
1 a, City of Salisbury
Full Legal Name (company, municipality, HOA, utility, etc.
1 b. H. Matthais Bernhardt, Assistant City Manager for Utilities
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for au
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑
1d, 215 S Main Street
Mailing Address
1 f, NC
State
1 h. 704-638-5270
Telephone Facsimile
2. Project (Facility) Int©rtllation:
2a. Shwe Elementary
Brief Project Name (permit will refer to this name
Contact Person:
3a. Jeffery B. Jones; Salisbury -Rowan Utilities
horized signing officials!)
County ❑ Private Partnership © Corporation D Other (specify)::
_le. Salisbury
City
1 g, 28144
Zip Code
1). [e-mail]
704-638-8560
E-mail
2b, Rowan County w
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-638-2146
Phone Number
3c. jjneC salisburync.gov
1. Project is New ❑ Modification (of an existing permit)
E-mail
If Modification, Permit No,:
For modifications, attach a separate sheet dearly explaining the reason for' the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2, Owner is j Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. if private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i,e, store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(20)
3. City of Salisbury
❑ Public Utility (Instruction III)
© Homeowner AssociDeveloper (Instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Salisbury -Rowan WWTP Town Creek Train
Name of WWTF
l 5a City of Salisbury 15b 8" i Gravity
Owner of Downstream SewerTheceiving Sewer Size Force Main L
E" 6, The origin of this wastewater is (check all that apply):
4b. NC0023884
❑; Residential Subdivision
❑ Apartments/Condominiums
Mobile Home Park.
School
❑ Restaurant
❑ Office
113 Car Wash
❑ institution
❑ Hospital
IE Church
❑ Nursing Home
❑ Other (specify):
WWTF Permit. No.
Permit Number of Downstream Se
(if known)
100 % Domestic/Commercial
% Industrial
% Other (specify):
7, Volume of wastewater to be allocated for this particular project: 11,200 gallons per day
*Do not include previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
El Rehabilitation or replacement of existing sewer with no new flow expected
02/03 - Rev. 3 04/05

pprAcK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow n accordance with 15A NCAC 2H
,0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H ,0219(l)(3):
0
()
School: 700 Capita @ 16 gpd/capita = 11,200 gpd
\\X
61'
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
8
8
Length (feet)
1,543
1,749
2,769
ENTER TOTAL LINE LENGTH IN MILES 1.15 miles (6,061 ft)
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
Force Main
Gravity
Gravity
0 Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator WATS; 3-
44 plans for cross-reference) (MGD) GPM TDH portable generator wltelemetry; 4-wet well storage)
cr
A
0
ai
0,13 315 gpm @ 132TDH 2 - Permanent Generator w/ATS
/
12, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Yes Ej No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? Yes 0 No ID N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
,--:
,.,
Stormwater? .
; 0 Yes 0 No N/A
14. Does this project involve aerial lines or siphons? Check if ys 4 ,J
These lines will be COnSidered No priority and must be checked once every six moths ..„/
15. Does this project have gravity sewer lines designed at minimuRrtiopes? Ii
Be aware that the Division will not accept installed lines more than ltr/c, flatter than the minirrit.sm slope. L nes installed outsidethis tolerance .should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

0
C. STREAM C
ACK'AFPLICATION for GRAVITY SEWERS, PLMP STATIONS, AND FORCE MAJNS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
D A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody,
Location ID on Map
(self chosen - as shown on
map for cross-reference)
1 a
A
Name of
Waterbody
Unnamed Stream
County
Rowan
River Basin
Yadkin
Waterbody Stream Waterbody
Index Classification
N/A
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
i, H. Matthias Bernhardt, attest that this application for the sanitary sewer to serve Shive Elementary School 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. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil pen- u $25,000 n.
Signing Officat Signatur'
2. Professional Engineer's Certification:
I attest that this application for the sanitary sewer to serve Shive Elementary School has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, 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
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2800 and the watershed classification in accordance with Division guidance, Although certain
portions of this submittal package may have been developed by other professionals, 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 NC General Statutes 143-215.6A and 143-215,6B, any person who knowingly makes any false
statement, representation, or certification in any application 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 S25,000 per violation,
2a. Charles E. Shue
Professional Engineer Name
2b. Mckim & Creed
Engineering Firm
2c. 8020 Tower Point Drive
Mailing Address
2d. Charlotte
City
2g. 704-841-2588 2h. 704-841-2567
Telephone Facsimile
2e. NC 2f. 28269
State Zip
2i. cshuegmckimCreed.com
E-mail
eal, Signature & Date
VIA 0203,/- Rev. 3 04/05

z
080° 25'10,00" VV 1 ( b8t1° 24'0.00" W
Name: ROCKWELL
Date: 10/30/2006
Scale: 1 inch equals 2000 feet
Location: 035° 32' 42.7" N 080 25' 12.5"° W
Caption: Salisbury - Rowan Utilities Pump Station, Forcemain and
Gravity Sewer
Copyright (C) 1997, Maptech, Inc.

t
November 9, 2006
Dee Browder
Department of Environment and Natural Resources
Division of Water Quality
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Salisbury -Rowan Utilities
Shive Elementary Sanitary Sewer Extenson
Fast Track Permit
Dear Dee Browder,
Enclosed please find a Fast Track Application package for Shive Elementary
Sanitary Sewer Extension, Included are the following:
Iwo (2) copies of the Fast -track application for sanitary sewer
A check for the application fee for the Fast 'Frack Permit
One (1) copy of the color 7.5- minute USGS topographic map
We are available at your convenience to discuss any comment, In the meantime,
if you have any questions, please call me at 704-841-2588.
Very truly yours,
McKIM & CREED, PA
ffl
Joseph C. Pultorak, E.I.
Senior Designer
Pc: File
Jeff Jones
Chuck Shue
Enclosures

Fast Track Engineering Certification
Permit No. WQ0031143
December 22, 2006
Matthais Bernhardt, Assist. City Manager
City of Salisbury
215 S Main Street
Salisbury, NC 28144 .
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage' if portable
generator(s) or storage greater than longest past three year outage reliability option selected)for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for anv changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
WPartial ❑.Final
f, Ow fci E. 5ku� as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (periodically, ❑ weekly, ❑ full time) the construction of Shive"Elementary, a Rowan County
project for the 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 2T; the Division of Water Quality's (Division) 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.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.

tine 26, 2007
s ,
044420001 •(4())
Ms. Dee Browder
Mooresville Regional Office, Division of Water Quality
North C.arolina Department of Environment and Natural Resources. ,•,•
10 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
RE: Engineering Certification - Permit No. WQ0031143
ShiVe Elernentary Sanitary Sewer Extension
Salisbury -Rowan Utilities
Rowan County, North Carolina
Dear Ms. Brouider,
Enclosed please find the following documents for the above referenced
project:
I „. The original Fast -Track Engineering Certification.
2. One copy of the project record draivings
This is a partial certification for approximately 2764 linear feet of gravity
sewer permitted under this perrnit.
Please review the above and if everything is in order, please issue an
authorization to operate the subject facilities,.
If you have any questions or conunents, do not hesitate to call me at 704-841-
2588.
Very truly vours,
& CREED, P.A.
. •••• •Charles•EiiShite2PE
SeniorProjecitiManager
l'e: J1m Beinner, PE, Salisbury Rowan Utilities