WQ0036004_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
City of Hickory
M±. Mick W. Berry, City Manager
P.O. Box 398
Hickory,. N.C, 28603
Dear Mr. Berry:
Division of Water Quality
Charles Wakild, P. E. Dee Freeman
Director Secretary
June 21, 2012
Subject: Permit No. WQ0036004
29 North (Multi -Family Development)
Wastewater Collection System Extension
Catawba County, North Carolina
In accordance with your application received onJune 14, 2012, we are forwarding herewith
Permit No.WQ0036004, dated June 21, 2012 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issuance -until rescinded, and shall be subject to the conditions and limitations as specified therein.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 Perrnit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 1.5A 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 Purnp 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 Perrnittee'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 §1.43-215,6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, andfor referral of the North Carolina -licensed Professional Engineer to the licensing
board.
ape
ThCarolina
Aaturally
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115
internal: mrirvv.nomwaterquality,ong Customer Service° 1-877-623-6748
An Equal Oppodunity/Affirmative Action Employer --50% Recycled/10% Post Consumer Paper
Phone, (704) 663,-1699 Fax: [phone]

4V,
Mr, Berry
Page. 2
..,'Lirre 21, 2012_
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 793 linear feet of 8-inch.
gravity sewer and the discharge of 28,440 gallons per day of collected domestic wastewater into the
Northeast treatment sewerage system, pursuant to the application received on june14, 2012, and in
conformity with 15.A NCAC 2T; the Division's Gravity Sewer Minim.urn 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.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the City of Hickory. The City of Hickory must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the %WIT' permitted limits and the WQCS00020 permit requirements.
[he sewage and wastewater collected by this system shall be treated in The Northeast 'WWTP
.(NPD.ES No.NC0020401) 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 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 Samar Bou-Ghazale at
(704) :63-1699.
Sincerely,
for Charles Wakild, P.E.
cc; Mooresville Regional Offi.ce, Collection System Permit File
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT (MODIFICATION)
This permit shall be effective from the date of issuance until rescinded and shall be subject o the
following specified conditions and limitations:
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 arid 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 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 (Le.
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 coIection
facilities to change ownership, or there is a name change of the Permittee, a forma i 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.
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 Iife
of the wastewater collection facilities.
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 ( - or
(919) -. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form - (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 11 f Form CS -SS (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Per issued this the 21E day of June, 2012
NORTH CAROLINA ENVIRONMENTAL
ANAGEMENT COM SSION
r r° haries Wakild, RE., Director
Division of Water Quality
By Authority of the Environmental Management Com
Permit a hr* C; pti 6004
sion

Fast Track Enginee
Permit No, WQ0036004
June 21, 2012
Owner/W N TPMWCS
City of Hickory
P.© Box 398
Hickory, NC 28603
n
Certification
Paul J. Harrison, PE
Bluewater Civil Design, LLC
19 Washington Park- Suite 100
Greenville SC 29601
Complete and submit this form to the permit issuing regional office with the followings
• 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. Perm i
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
E Partial El Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (I periodically, Ij weekly„ El full time) the construction of 29 North (Multi -Family
Development), 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,

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
OwneriPermittee:
la, Cif of Hickory
Application Number:
(to be completed by DWQ)
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Mick W Berri — City ri/lana_ger
, — Signing Official Name and Title (Pease review 15A NCAC 2T .010 authorized signing officals)
lc. The legal entity who will own this system is:
2 Ei Individual Federal Ej Municipality El State/County EI Private Partnership n Corporation [1 Other (specify)0
U.
z
z
0
—J
O.
•
z
0
0
u_
ld
PO Box 398
Mailing Address
lf. NC
State Zip Code
lh 828-323-7427 1 828-322-1405 1jgreer@hckoryncgov
Telephone Facsimile E-mail
le. Hickory_
City
lg. 28603
2. Project (Facility) Information:
2a 29 North (Multi -Family Development) 2b Catawba
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
Paul J. Harrison, P E (Bluewater Civil Design, LLD)
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 864-735-5068 3c. paul@bluewaterciviLcom
Phone Number E-mail
1, Project is New El Modification (of an existing permit) If Modification, Permit No.:
2. Owner is PI Public (skip to Item B(3)) 111 Private (go to item 2(a))
2a, If private, applicant will be. 2b. If soldt facilities owned by a (must choose one)
rj Retaining Ownership (i.e. store, church, single office, etc.) or
Ej Leasing units (lots, townhomes, etc - skip to Item B(3))
r.1 Selling units (lots, townhomes, etc - go to item B(2b))
3, City of Hickory
rj Public Utility (Instruction C)
[I] Homeowner Assoc /Developer (Instruction D)
Owner of Wastewater Treatment Facility (VVVVTF) Treating Wastewater From This Project
4a. NORTHEAST VVWTP 4b. NC 0020401
Name of VVVVTF W1TF Permit No.
5a, CITY OF HICKORY 151o. 8 Gravity Sewer E Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size i[i] Force Main Permit # of Downstream Sewer (Instruction E)
6. The origin of this wastewater is (check all that apply):
Ej Residential Subdivision
Apartments/Condominiums
E] Mobile Home Park
El School
El Restaurant
El Office
[I] Retail (Stores, shopping centers)
[1] Institution
rttl Hospital
[11 Church
Ej Nursing Home
El Other (specify)
7. Volume of wastewater to be allocated or permitted for this particular project': 2 44
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify).
gallons per day
Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
II Flow Inas already been allocated in Permit No.
E] Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T 0303 to determine f a
permit is required)
2/07

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for,
the value in Item B(7) ANDIOR 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 15A NCAC 2T ,0114 (b) and (c) must be supported with actual water or wastewater use!
data in accordance with 15A NCAC .2T .0114 (f),
(233) Total Bedrooms @, 120 GPD / Bedroom and (1) Clubhouse 480 GPD = 28,440 GPD (Total)
10. Summary of Sewer Lines to be Permitted (attach additional sheets tf necessary)
Size (inches) Length (feet)
8 793
New Gravity or Additional
Force Main
New Gravity
1 Summary of Pump Stations w/ associated Force Mains to be Permitted attach additional sheets as necessary)
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
0
0
0
u.
uJ
th
Operational Point.
GPM 4iTDH
Power Reliability Option
1 - permanent generator wIATS; Force Main Size Force Main Length
2 - portable generator WAITS
Pump Station Location ID
(self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD)
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
12, Will the wastewater flow in the proposed sewer linesor pump stations be able to be directed to another treatment facility?
r] Yes Z No If Yes., permit number of 2" treatment facility
(RO — if "yes.'' to B,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?
Z Yes 11 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
FIA,12107

i 14, Have the following permitsicertificafions been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - Genera( Permit or 401Certification? [1] Yes No [2] N/A
Sedimentation and Erosion Control Plan? Yes LI No LI NA
Storrnwater? Yes [1] No Lil N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or nterference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes. LI and provide details
1. OwneriPermittees Certification: (Signature of Signing Official and Project Name)
1, Mick W Berry , attest that this application for 29 North - City of Hickory_ 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 fa/se 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 Official Signature
)
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T ,0305
0
I— 2. Professional Engineer's Certification (Signature of Design Engineer and Project Name)
Paul J. Harrison, P.E. attest that this application for 29 North (Multi -Family Development) 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. 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 s,
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 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 Paul J. Harrison, P.E.
Professional Engineer Name
2b. Bluewater Civil Design, LLC
Engineering Firm
2c, 19 Washington Park - Suite 100
Mailing Address
2d., Greenville
City
CAR
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2e. SC 2f 29601 •••
State Zip
29 864-735-5068 2h. 855-735-7350 2i [e-mail]
Telephone Facsimile E-mail
NC PE Seal, Signature
Date
FTA12/07

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE -IWO?)
Project Applicant Name: City of Hickory
Project Name for which flow is being requested: 29 North.
More than one FIS E- I 0/ 07 ,nctv be required fOr a single pre#eci 'tithe owner c •,! WWTP is not responsible ji)r 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
Ali flows are in MGD
e. WWTP facility's permitted flow 6 MCA)
d. Estimated obligated flow not yet tributary to the WWTP 0.192495 MCI)
e. WWTP facility's actual avg. flow 3,175 MGD
f. Total flow for this specific request 0.02844 MCD
g, Total actual and obligated flows to the facility 3.395935 MGD
h.. Percent of perrnitted flow used 5'7 %
11. Complete this section for each pump station you are responsible for along the route ofthis
proposed wastewater flow,
List pump stations located between the project connection point and the WWTP
Pump Station Name
1-1 LI limn. Cove
Approx. Capacity, MGD Approx. Current Avg.
(Firm./Design) Daily Flow, MGD
0,240 MCI) 0.0225 MGD
111. Certification Statement:
1, Mick W. Berry., City Manage.7certify that, to the best of m' 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 hest available data. This certification applies to those items
listed above in Sections 1 and 1.1 for which 1 am the responsible party. Signature of this form indicates
acceptance o this wastewpter flow.
Signing gificial Signal
/ 7
ate

State of North Carolina
Department of Environment and Natural Resources
Division of Water Qua1iRy
Flow Tracking/Aceptance for Sewer Extension Permit Applications
(FIE —10/07)
Project Applicant Name: City of Hickory
,Project Name for which flow is being, requested: 29 North
more 117011 rine ITSE -10; 0 .be required for 41 single prnfeci ?: the owner (:?/ the es nor roponsibie fro- ail
( via( 10,7S ,;;110Vig ihe rowe (')1" the proposed ViYISIOWCaer17ow,
I, Complete this section only if you are the ov of the Wastewater 11 ealment p
a. WWTP Facility Name: Northeast Waste Water Treatment Plant
b. WWTP Facility Permit .4: NC0020401
All flows are in M(jL)
WWII) -facility's permitted flow 6 MG D
d. Estimated obligated flow not yet tributa„ WWTP 0, I 92495 MG D
e. WAVIP facility's actual avg. flow 3.175 MGD
"Fotal flow for this specific request 0.02844 M(I)
Total actual and obligated flows to the 'facility 3,395935 MCiD
h. Percent of permitted flow used 57 0,10
11 (..T7omplete this section for each pump station you are responsible for along ti e routeot this
—
proposed wastewater flow.
Lit pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity.. \IGD Approv Current Avg
(Firm/Design) Daily Flow, M(iI)
Huffman Cove
0.24 MGD 0,0225. MG[)
111 Certification Statement:
I. Mick 'W. Berry. City ,N4anager, certify that., to the best of my knowledge, the addition of the \ (flume
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 circumstanc,es, This analysis has been performed in accordance with local
established policies and procedures using the het available data, This certification applies to those items
listed above in Sections I and II for which 1 am the responsible party Signature of this lom indicates
acceptance othis wastew flow,
Signing Oficial Signatre- ate

29 North (USGS Topographic Map)
NOTES: BW# 2012-022
Vie, vea�. r
611 1112 4:38 PM

Central APS SWP
06/20/12
Per ttttt Number 'k f, 0036004 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
samar.bou-ghazale
Coastal SW Rule
Permitted Flow
28440
Facility
Facility Name
29 North (Multi -Family Development)
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Catawba
Facility Contact Affiliation
Owner Name
City of Hickory
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Mick Berry
PO Box 398
Hickory
Orig Issue
06/21/12
App Received
06/14/12
Regulated Activities
Apartment complex
Condominium
Wastewater collection
Outfall NULL
body Name
Draft Initiated
Scheduled
Issuance
NC 286010398
Public Notice Issue Effective
06/21/12 06/21/12
Requested/Received Events
Additional information requested
Additional information received
Stream Index Number
Current Class
Expiration
Subbasin

IA'
HUG ES CO ERCIAL PROPERTIES, C.
TO THE
ORDER
t9t:
PO Box 10440
GREEMALLE, SC 29603
HAM I I Eg rld 01 0 r
TO E3ANK, NATIONAL IJAL ASSOCIATION
G EEN tILLE SC 29601
ET-i.3'
Jun
DATE AMOUNT
T

blue
ciiL
June 12, 2012
Plan Reviewer
NCDENR
Division of Water Quality - Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
RE: 29 North - Multi -Family Development
"Fast Track Sanitary Sewer Extension Submittal Package"
Hickory, NC
To Whom it May Concern,
Please find the attached Engineering Plans a Specifications for purposes of
permitting the public sanitary sewer system for the above referenced project. I have
detailed out the submittal documents below for your use. Please feel free to contact
me ([e-mail] or 864-735-5068) if you have any comments or questions
concerning this submittal.
Regards„
Bluewater Civil, esign, PLLC
Paul. J. Harrison, P.E., LEEO® AP
Partner
Items Included With Submittal
• (1) transmittal letter (This Document)
• (1) original Fr (1) copy of the application form
• (1) $480.00 check (Application Fee)
• (1) copy of the signed FORM FTSE-10/07
• (1) 8.5"X11" USGS Topographic Map Showing the Project Delineation and
closest surface waters
• Certifications on the application
BLUEWATER CIVIL DESIGN, PLLC • 19 Washington Park - Suite 100 • Greenville, SC 29601
[phone] • i*),:?:',biLif',,,,,,,aterciviLcorrp • www,htuewaterciviLcom

Fast Track Engineering Certification
Permit No, WQ0036004
June 21, 2012
OwnerIWWTP/WQCS
City of Hickory
P.O Box 398
Hickory, NC 28603
Paul J. Harrison, PE
Bluewater Civil Design, LLC
19 Washington Park- Suite 100
Greenville SC 29601
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 reguil'ed 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
El Partial
EX Final
4-tA a , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe ( periodically, 0 weekly, © full time) the construction of 29 North (Multi -Family
Development), a Cataw a 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:
11.110/1.
E A L
3637a ..
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 respepsibl d'rtracking 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.