WQ0031164_Regional Office Historical File Pre 2018

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 29, 2006
Mary Ponds, Mayor
Town of Granite Quarry
143 North Salisbury Ave
Granite Quarry, NC 28072
Subject: Permit No. WQ0031164
Granite Lake Park
Wastewater Collection System Extension
Rowan County, North Carolina
Dear Ms. Ponds,
In accordance with your application received on November 28, 2006, we are forwarding
herewith Permit No. WQ0031164, dated December 29, 2006, to the Town of Granite Quarry 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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% Recycled/10% Post Consumer Paper
No a Carolina
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Ms. Pond
Page 2
December 29, 2006
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 for the construction and operation of approximately 20 linear feet of 6-
inch gravity sewer and the discharge of 3,000 gallons per day of collected domestic wastewater into.the
City of Salisbury existing sewerage system, pursuant to the application received November 28, 2006,
and in conformity 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.
The sewage and wastewater collected by this system shall be treated in the City of Salisbury
WWTP (NPDES No. NC0023884) prior to being discharged into the receiving stream.
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 150E 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 Dee Browder at (704)
663-1699.
Sincere)
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Collection Systems Permit Files
David Rector, Site Solutions
Surface Water Protection Central Files
Tom Asenzo, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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 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 unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 28 .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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 §143-215.1C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, 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.
5. Construction of the gravity sewers, pump stations, and force mains shall be 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.
6. Per 15A NCAC 2T .0116, 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.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. 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.
9. 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.
10. 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 other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A,NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is 'permissible, but 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 Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), 'within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 29th day of December, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, Pf ., Dir or
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031164
3

Fast Track Engineering Certification
Permit No. WQ0031164
December 29, 2006
Mary Ponds
Town of Granite Quarry
143 North Salisbury Ave.
Granite Quarry, NC 28072
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 any 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
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been.
authorized to observe (❑ periodically, ['weekly, ❑ full time) the construction of Granite Lake Park, 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.

Permit Number--WQ001r164 - ~zz:"`
Copt`
Central Files: APS SWP fY
12/28/06
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Permitted Flow
3000
Facility
Facility Name
Granite Lake Park
Location Address
Owner
Fast Track
Status Project Type
In review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Rowan
Facility Contact Affiliation
Owner Name
Town of Granite Quarry
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Richard Perkins
PO Box 351
Granite Quarry NC 28072
Orig Issue App Received
12/29/06 11/28/06
Regulated Activities
Wastewater collection
Outfall NULL
Draft Initiated
Scheduled
Issuance
Public Notice Issue
12/29/06
Effective
12/29/06
Expiration
Requested/Received Events
Additional Information requested
Additional information received
Waterbody Name Stream Index Number
Current Class
Subbasin

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APPCATION for GRA'VI'1 SEWERS, PU,P STATIONS,
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Owner:
Town of Granite Quarry
Full Legal Name (company, municipatity, HOA, utility, etc.)
1 b, Mary S.Ponds - Town Mayor
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
FORCE MAINS
Application Number.
(to be completed by DWQ)
PAGE 3
lc. The legal enti_ty who will own this system is
Q Individual ,Federal X Municipality Q State/County Q Private Partnership Q Corporation Q Other (specify):
1d. 143 North Salisbury Ave.
Mailing Address
1f, North Carolina
State
lh 704.279.5596 1 i. 7t14.279.6fr4
TelephonemIT Facsimile
2 Project (Facility) Information:
2a. Granite Lake Park.
Brief Project j t Name (permit will refer to this na
3. Contact Person.
3a. Davtd P. Rector, PE - Project Engineer
n of Someone Who Can Answer Questions About this Application
_3c. day,
S Itesoiutions.com
E-mail
(of an existing permit) If Modification, Permit No..
sheet clearly explaining the reason for the modification (i.e. adding another
4. Only include the modified information in this permit application - do not
and B(10-11) that has already been included in the original permit,
Name and A li
3b. 704.521.9880
Phone Number
1 Project is X New Q Modifi
For modifications, attach a sepa
phase, changing line size/!ength,
duplicate project information in B
1e. Granite Quarry
City
1' g. 28072_
Zip Code
1i. mayor rondscaroiina.rr.com
E-mail
2b. Rowan
County Where Project is Located
2, Owner is Q Public (skip to Item
2a. If private, applicant will be:
8(3))
X Private (go to Item 2(a))
2bif sold, facilities owned by a (must choose one)
X Retaining Ownership (i.e. store, church, single office, etc.) or Q Public Utility (Instruction HI)
Z Q Leasing units (lots, townhomes, etc. skip to Item B(3)) d Homeowner Assoc.IDevelope
0 Q Selling units (lots, townhomes, etc. - go to item B(2b))
3. City of Salisbury
0
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(Instruction IV)
Owner of Wastewater Treatment. Facility (VWVfF) Treating Wastewater From This Project
ry- (Town Creek Train) 4b. NC0023884 a. Salisbury -Rowan Rowan VV!JHTP_
Name of WWTF WVVrF Permit No.
a, City of Salisbury_ 5b, 6" X Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size Q Force Main Permit Number of Downstream
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision
Q Apartments/Condominiums
0l Mobile Home Park
D School
Q Restaurant
Q Office
Q Car Wash
0 institution
Q Hospital
Q Church
Q Nursing Home
X Other (specify): Park
Volume of wastewater to be allocated for this particular project: 3,000
*Do not include previously permitted allocations
if known)
100 % Domestic/Commercial
gallons per day
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
Q Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
Industrial
% Other (specify):
FTA 02/03 - Rev..3 04/05

AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(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(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
Park wlRestrooms: 6 plumbing fixtures x 250 gpoliixture = 1,500 gallons/day ; Club w125 people x
60/gpd/person =1,500 gallonslday. Total Projected Flow = 3,000 gallonslday
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
6 20
LL
Z
Gravity or Force Main
(use the pull down menu)
O _
C.) ENTER TOTAL UNE LENGTH IN MILES 0.0038
O 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1-dual line feed; 2-permanent generatorwWATS; 3-
plans for cross-reference) (MGD) GPM i@_TDH portable generator wltelemetry; 4-wet well storage)
O
LIL
Z
Li] • 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
EL Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
X Yes ❑ 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? X Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? X Yes ❑ No ❑ NIA
Stormwater? X Yes ❑ No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines la] be considered high priority aid must be checked once every six months
FTA 02/03 - Rev. 3 04/05

1TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
15. Does this project have gravity sewer lines designed at minimum slopes? X
Be aware that the Division wifl not accept installed Cates more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification_
FTA 02/03 -Rev. 3 04/05

AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 6
C. STREAM CLASSIFICATION
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(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.
❑ 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)
Site at Granite Lake
Name of
Waterbody
UT to
TrexlerICrane Creek
County
Rowan
River Basin
Yadkin
Waterbody Stream Waterbody
Index Classification
12-115-(2) C
Submit the 8.5" x 11" COLOR topographic map as required in instruction VI
regardless of whether a classification is provided!
17
Applicant's Certification:
!, Mary S. Ponds, attest that this application for GRANITE LAKE PARK has been reviewed by me and is accurate and
complete to the best of my knowledge. l 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 penalties up to $25, 000 per
violation.
1a.
Signing Off I Signature
2. Professional Engineer's Certification:
!0/24106
ate
1 attest that this application for GRANITE LAKE PARK 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, 2000
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 $25, 000 per violation.
2a. David P. Rector, PE
Professional Engineer Name
2b. Site Solutions
Engineering Firm
2c. 2320 W. Morehead St.
Mailing Address
2d. Charlotte
City
2g. 704.521.9880 2h. 704.521.8995
Telephone Facsimile
2e. NC 2f. 28208
State Zip
2i. [e-mail]
E-mail ' Seal, Signature & Date
oo.CAI¢ *44,
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FTA 02/03 - Rev. 3 04/05

80°28'0q"
TOPOI map punted on 10/10/06 from "granftequarry tpo" and "Untitled.tpg"
80°27'00"° W 80°26"00" W
80°28 O0 W 8 7° '"L d5" W 80'26 00" W WGS84 80°2
—_ ,Ma

I
November 13, 2006
Mr. David P. Rector, P.E.
Site Solutions
2320 W. Morehead Street
Charlotte, North Carolina 28208
RE: Greystone. Condominiums
Dear Mr. Rector:
The City's wastewater treatment facility, the Salisbury -Rowan Wastewater Treatment Plant
Town Creek Train, permit # NC0023884, and collection system have sufficient capacity to
support an estimated additional flow of 3,000 gpd created by the proposed Granite Lake Park
project.
If you have any questions or comments please, contact me at [phone].
Cc: File
1 Water Street
Salisbury, NC 28144
Sincerely,
Jaffrey B_ Jones, P.E.
Utilities Engineer
Salisbury -Rowan Utilities Telephone [phone]
Utilities Engineering Division Fax [phone]