WQ0032928_Regional Office Historical File Pre 2018

Michael F. Easley, ciovernei
William (3, Ross Jr Secretary
Nord) (.arttEna Department of Environment ,Elnd Natural Reseurce:;
Coleen 1 Sulhii,Duccor
Division of 1,,Vater Qua
April 24, 2008
Mr Mick Berry, City Manager
City of Hickory
PO Box 398
Hickory, NC 28603
Subject. Permit No. WQ0032928
Snow Creek Elementary School
Wastewater Collection System Extension
Catawba County, North Carolina
Dear Mr. Berry,
In accordance with your application received on April 11, 2008, we are forwarding herewith
Permit No, VVQ0032928, dated April 24, 2008, to the City of Hickory 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein, This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 rn 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,, SOite 301 Mooresv le NC 28115
lnternet www.ncmwaterqualitytorn (Aistomer Seroce- 1477-Q3-6748
An Equal OpportunttylAtfirmative Acton Employer-- 50% Recycled110% Post Consumer Paper
Phone' (7.04'1 663-1699 Fax' (70,4) 663-60,10

Berry
Page 2
April 24, 2008
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 Hickory for the construction and operation of approximately 1,795 linear feet of 8-
inch gravity sewer and the discharge of 14,400 gallons per day of collected domestic wastewater into
the City of Hickory existing sewerage system 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 Hickory
VWV'TP (NPDES No. NC0020401) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of the City of Hickory. Hickory must utilize whatever tracking tools necessary for
planning additions of sewer flow in order to maintain compliance with the WWTP permitted limits and
the WQCS00020 permit requirements.
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 Dee Browder at (704)
663-1699.
Sincerely,
-# 12 ----
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Miles Wright, Wright and Associates
Surface Water Protection Central Files
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 27
,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 2B ,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

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 he 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 Forrn 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 24th day of April, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Perulit NumberIN Q0032928
3

Pr Fast Track Enqineerin e tification
Permit No WQ0032928
April 24, 2008
Owner/VVQCS P PE
Mick Berry, City Manager Miles Wright
Hickory, NC 28603 Wright & Associates
PO Box 398 4190 Hwy 16 South
Hickory, NC 28603 Newton, NC 28658
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings iplan & profile views of sewer lines) of the wastewater coflection
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 Per
modifications are required for any changes resultin 'n non -co hence with thi e ulations 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
Li Partial
Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe periodically. El weekly, El full time) the construction of Snow Creek Elementary School, a
Catawba 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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: City of:Hickory
Project Name for which flow is being requested: Snow Creek Elementary School
More than one ITSE-10/07 may be iequiredfor a single project if the owner of the ff"WIT is not responsible for all
pump stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Northeast Waste Water Treatment Plant
b. WWTP Facility Permit #: NC0020401
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
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
AU flows are in MGD
6
TP 0„09648
3.43
0.0144
3.52792
58.8 %
MGD
MGD
MGD
MGD
MGD
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Purnp Station Name
Snow Creek Pump Station
Approx. Capacity, MGD
(Firm/Design)
3.072 MGD
Approx. Current Avg.
Daily Flow, MGD
0.51.6 MGD
RI. Certification Statement:
I,. Mick W. Berry, City Manager, certify that, to the best of my knowledge, 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. 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 U for which I am the responsible party. Signature of this form indicates
acceptantacceptanc f this wa ow.
r
Signing ial Signature Date

Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE —10/07)
Section I
a. WWTP Facility Name: Enter the name of the .WWTP that will receive the wastewater f1ow,
b. WWTP Facility Permit it: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
e. WWTP faciiity's,permitted flow,MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributaixto the WWTP, MD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for intbrmation on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of pennitted flow used reaches 6,0%. Semi-
annual time period are defined as January I. through June 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and :January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 8O%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3. (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
1.5 and January 15 of each year.
e. WWTP facility's actual ayg. flowM.GD: Previous 12 month average.
Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the, facility., MGD Equals ld e
h. Percent of permitted flow used: Equals Kg / c)*100]

For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MOD of flow that is obligated but not yet tributary® The annual average flow for 2007 is 2.7
MGD.
The first Form 1 1 SE-10/07 submitted after January 15, 2008 may have numbers like this;
c. - 6.0 MGD
d. 0.5 MGD
e. = 2.7 MCID
0.015 MGD
g. = 3.215 ti4GD
h. - 53.6%
The next Fo 1 ISE-10/07 may be updated like this:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 Isi4GD
0102 MGT),
g. 3.340 MGD
h. - 55.8 %
Each. subsequent Form FTSE-10/07 will he updated in the same manner.
Section II
List the name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) through the pump station for each pump station that will be impacted by the
proposed sewer extension project. Include the proposed flow for this project and other flows that have
been approved for the pump station but are not yet tributary.
Firm (design) capacity is the design average daily now of the pump station as calculated by the design
engineer or the station capacity with the largest pump out of service as per the Minimum Design Criteria
if the design capacity is unknown,
Section III
Form FTSE-10/07 must be signed by the appropriate official as per 'ISA NCAC 02T .0106.

z
2
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LL
a.
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by DVVQ) (K)63
Owner/Perrnittee:
la, City of Hickory
Full Legal Name (company; municipality, HOA, utility. etc.)
1 b, Mick Bera, city Manager
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (b) for authorized si
o Icials!)
1c. The legal entity who will own this system is:
LI Individual [] Federa 3 Municipality El State/County n Private Partnership Ej Corporation fl Other (specify)!
1d P 0 Box 398
Mailing Address
1f North Carolina
State
1h (828) 323-742 li 828) 323-7403
Telephone Facsimile
Project (Facility) information:
2a Snow Creek Elementary School
Brief Project Name (permit will refer to this name)
3 Contact Person:
3a Miles A Wright, PE
le Hickory_
City
_1g. 2860'3
Zip Code
1j. KGreer@,cihickory. nc,us
E-mail
2b Catawba
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, [phone]
Phone Number
1 Project is El New LJ Modification (of an existing permit) I
3c. miles(gwriptandassociates_us
E-mail
Modification, Permit No
2. Owner is Ni Public (skip to Item B(31) LI Private (go to item 2(a))
2a. If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) or
El Leasing units .(lots; townhomes, etc, - skip to Item B(3))
111 Selling units (lots, townhomes, etc, go to Item B(2b))
2b. If sotd, facilities owned by a (must choose one;
D Public Utility (Instruction C)
LJ Homeowner Assoc (Developer (Instruction D)
3. Cityof Hickory
Owner of Wastewater Treatment Facility (VW)/TF) Treating Wastewater From This Project,
0
E 5a, Owner of Downstream Sewer Receiving Sewer Size [1] Force Main • Permit # of Downstream Sewer (Instruction E
4a North East WWTP 4b. NC0020401
Name of VVWTF WWTF Permit No
0 6, The origin of this wastewater is (checkall that apply):
th
[I] Residential Subdivision
El Apartments/Condominiums
11] Mobile Home Park
School
El Restaurant
Li Office
Li Retail (Stores; shopping centers)
El Institution
Li Hospital
Li Church
El Nursing Home
El Other (specify)!
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
°./0 Other (specify):
7 Volume of wastewater to be allocated or permitted for this particular project, 144Q0 gallons per day
*Do not include future flows or previously permitted allocations
8 If the permitted flow is zero, indicate why"
El Pump Station; Outran or Interceptor Line where flow will be permitted in subsequent perrnits that connect to this line
Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T 0303 to determine if a
permit is required)
ETA12107

1—
z
0
z
2
0
•
Ca
Provide the wastewater flow calculations used in determining the perm tted flow in accordance with 15A NCAC 2T _0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7), Values other than that in 15.A NCAC 2T ,0114 (b) and (c) must be supported with actual water or wastewater use
data ln accordance with 15A NCAC 2T 0114 (f),
1,200 Students X 12 Gal/Student = 14,400 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
1,795
Summary of Pump Stations w/ associated Force Mains to be Per
Pump Station Location ID
Design Flow
(MGD)
New Gravity or Additional
Force Main
Gravity
tted (attach addit nal sheets as necessary)
(self chosen - as shown on plans/map for reference)
Power Reliability Option
Operational Point
1 - permanent generator MATS; Force Main Size Force Main Length
GPM ©TDH
2 - portable generator w/MTS
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Power Reliability Option
Operational Point
1 - permanent generator wIATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
Pump Station Location ID
Design Flow
(MGD)
Operational Poin
GPM @TDH
(self chosen - as shown on plans/map for reference)
Power Reliability Option
- permanent generator WATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12 W 1 the wastewater flow in the proposed sewer lines or pump stations be able to be directed to anotheranoter treatment facility?
Ej Yes D No If Yes, permit number of 21'd treatment facility
(RO — if -"yes" to 8,12 please contact the Central Office PERCS Unit)
13, 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 Chapter 2T as
applicable?
E 'Yes El 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
FTA t2/0-7

!IPPr"
14. Have the following permits/certifications been submitted for approval for the system or project to be served"?
Wetland/Stream Crossings - General Permit or 401Certification? El Yes LI No
Sedimentation and Erosion Control Plan? E Yes 111 No
Stiormwater?
E N/A
LI NIA
E Yes E No E N/A
15. Does this projectlncude any high priority lines, [see 15A NCAC 02T 0402 (2)1 involve aerial h nes, siphons, or interference
manholes)? These Iines will be considered iorit nd must be checked once ve months
Check if Yes. E and provide details
1„ Owner/Permittee's Certification: (Signature of Signing Official and Project Narne)
la.
1, _Mick Berry , attest that this application for Snow Creek Elementary
School has been reviewed by me and is accurate and complete to the best of my
knowledge 1 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
51P" CI
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
co TO OTHER UTILITIES, DESIGN CALCULATIONS ETC REFER TO 15A NCAC 02T 0305
z
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1,, Miles A. Wright, PE attest that this application for Snow Creek 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,
1 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 other professionals may have developed certain portions of
this submittal package., inclusion of these materials under my signature and seal signifies that/ 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
shalt be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
2a Miles A Wn9_ht, PE
Professional Engineer Name
2b Wnght & Associates
Engineering Firm
2o, 4190 Hwy 16 South
Mailing Address
2d. Newton
City
2g„ [phone]
Telephone
2e. NC 2f. 28658
State Zip
2h. [phone] 21. miles2wrigptandassociates.us
Facsimile E-mail
SEAL•
24934
NC PE SeaL &9nature & .Date
FTA12/07

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SentrW Files APS SWP_
4/23/08
Permit Number WQ0032928
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.nrowder
Permitted Flow
14400
facility
Facility Name
Snow Creek Elementary School
Location Address
Owner
Owner Name
City of Hickory
Major/Minor Region
Minor Mooresville
Oates/Events
Orig issue Pop Received Draft Initiated
04/27/08 0411/08
Regulated Activities
°LAMB NOILL
Scheduled
Issuance
County
Catawba
Facility Contact Affiliation
Owner Type
Government - Mutincleal
Owner Affiliation
Mick Berry
PO Box 398
Hickory
NC 286010398
Public Notice Issue Effective
04/27/08 04/27/08
ReuiitedJReceniei kvknts
Additional information requested
Adthhonal information received
Expiration
waterbed Name
Stream Index Number Current Crass Subbasirt

M1FRIGHT & ASSOCIATES
4190 HIGHWAY 16 SOUTH
NEWTON, NC 28658
(828) 65-2205
PEOPLES BANK
NEWTON, NC 258"
56486 5 1
PAY TO THE Jf�
ORDER OF
fur