WQ0034300_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 4, 2009
Mr, David Odom, Town Manager
Town of Taylorsville
204 Main Ave. Drive, SE
Taylorsville, NC 28681
Subject: Permit No, WQ0034300
Hiddenite School Sewer Improvements
Wastewater Collection System Extension
Alexander County, North Carolina
Dear Mr. Odom,
In accordance with your application received on August 24, 2009, we are forwarding herewith
Permit No. WQ0034300 dated September 4, 2009, to the Town of Taylorsville 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified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
Location,: 610 East Center Ave:, Suite 301 Mooresville, NC 28115
Phone: [phone] \Fax: [phone] Customer Service: 1-877-623-6748
Internet: vwiciv,ncwaterquality.orq

Mr, Odom
Page 2
Sepernter 4„ 2009
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 for the
construction and operation of approximately 1,529 linear feet of 8-inch gravity sewer, 2,536 linear feet
of 3-inch force main, a 86 gallon per minute pump stations (with duplex pumps, on -site audible and
visual high water alarm, and a permanent on -site generator with automatic transfer switch), and the
discharge of 15,120 gallons per day of domestic wastewater 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 Town of Taylorsville
P (NPDES Permit No NC0026271) 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 Town of Taylorsville. Taylorsville must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the collection system permit WQCS00135.
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 Serce
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,
ffr-
Coleen H.
cc; Mooresville Regional Office, Collection System Permit Files
Surface Water Protection Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECflON 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 perrnit, 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 n 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, f an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.04031
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 21...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 Perrnittee, 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.
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.
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, rues, reguiations, 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 26 .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 linc resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

Voice moil messages or faxed information is permtssibie, 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 (800) 8 03 8 or
(919) 33-3300 Persons reporting any of the above occurrences shall file a spill report by
completing Pah 6 of Form S-SSO (or the most current Division approved form), withan 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 of Form CS-SSt (or the most
current Division approved forma) can also be completed to show that the SSO was beyond
control,
Perm issued this the 4th day of September 009
NORTH C R LINA ENVIRONMENTAL MANAGEMENT C MM1SS1c N
Doleen H, Sullins, Director
Division of Water Quality'
By Authority of the Environmental Mono
Per t Number er Q0 3 30g
er
ent Co star)

Fast Track Engineering Certification
Permit No. WQ0034300
September 4, 2009
Own er/WQCS/WAITP PP
David Odom Benjamin Thomas
Town of Taylorsv lle West Consultants PLLC
204 Main Ave, Dr SE 405 South Sterling Street
Taylorsville, NC 28681 Morganton, NC 28655
Complete and submit this form to the permit issuing :regional office with the followlrig• ,
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
El Partial rj Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe CI periodically, L weekly, full time) the construction of Riddenite School Sewer
r-rlprovements, an Alexander 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!
OwnerlPerrnittee:
la. TOWN OF TAYLORSVILLE
Full Legal Name (company, municipatity, HOA, utility, etc.)
1b_ DAVID ODOM, TOWN MANAGER
Signing Official Name and Title (Please
review 15A NCAC 2T .0106 (b) for authorized signing officials!)
lc. The legal entity who will own this system is:
• Individual ❑ Federal Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify)
Application Number:
(to be completed by ©WQ)
Q 1d. 204 MAIN AVE. DR., SE,
LL Mailing Address
1f. NC
Z State
l h. [phone] 1 i. J704) 632-7964
Z
0
0
Telephone Facsimile
2 Project (Facility) Information:
2a. TOWN OF TAYLORSVILLE HIDDENITE SCHOOL SEWER
IMPROVEMENTS
Contact Person:
3a. BENJAMIN B. THOMAS, P.E., CONSULTING ENGINEER.
TAYLORSVILLE
City
28681
Zip Code
E-mail
2b. ALEXANDER
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone]
Phone Number
Project is
New ❑ Modification (of an existing permit)
2. Owner is E,1 Public (skip to Item 8(3))
2a. If private, applicant will be:
3c, bthomas@west-consultants,com
E-mail
odification, Permit No.:
❑ Private (go to Item 2(a))
2b. If sold, facilities
❑ Retaining Ownership (i.e, store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
TOWN OF TAYLORSVILLE
Owner of Wastewater Treatment Facil'it
y (WWTF) Treating
4a, TOWN OF TAYLORSVILLE WWTP
Name of WWTF
ALEXANDER COUNTY 5b. 8"
Owner of Downstream Sewer 'Receiving Sewer Size
6. The origin of this wastewater is (check all that apply):
0 Retail (Stores, shopping centers)
❑ Institution
O Hospital
❑ Church
• Nursing Home
Other (specify): 41) FOLK &
CULTURAL ARTS CTR' 2 A
COMMUNAL- TYPE CLUSTER OF
PEOPLE OCCUPYING FORMER
HOTEL PROPERTY
7. Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
• Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T ,0303 to determine if a
permit is required)
a
e
wned by a (must choose one)
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Inn D)
ter From This Project
4b. NC0026271
VY TF Permit No.
c, unknown
® Residential Subdivision
0 Apartments/Condominiums
O Mobile Home Park
School
❑ Restaurant
• Office
Gravity
Force Main
Permit # of Downstream Sewer (Instruction E
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
%© Other (specify):
15,120 gallons per day
FTA l2f'ti7

9' Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
PPF.
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 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),
2 HOMES(2 BEDRM/HOME) + 5 HOMES(3 BEDRM/HOME) HOMES(4 BEDRM/HOME)= 23 BEDRMS, 120 GPD/BEDRM [2760 GPD]
BUSINESS(CULTURAL ARTS CTR) 5 EMPLOYEES X 25 GAL/EMPLOYEE [125 GPD]: CHURCH 225 SEATS ,X 5 GAL/SEAT [1125
GPD]; FOOD AND DRINK FACILITY (COMMUNAL GROUP): INSTITUTION, DINING HALL 150 MEALS X 5 GALIMEAL [750 GPD1,
INSTITUTION, DINING HALL 30 PERSONS X 3 MEALS/PERSON X 5 GAUMEAL [450 GPO]; HOTELS AND MOTELS (COMMUNAL
GROUP). 8 RMS X 120 GAU RM [960 GPD). SCHOOL DAYCARE, 10 PERSONS ,X 25 GAL/PERSON [250 GPD], W/ CAFETERIA,
GYM AND SHOWERS580 STUDENTS X 15 GAL/STUDENT [8,700], SUM [15,120 GPO]
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
Length (feet)
1529
New Gravity or Additional
Force Main
NEW GRAVITY
O 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
w
2 Pump Station Location ID PS #1 (self chosen - as shown on plans/map for reference)
ic
r= Design Flow Power Reliability Option
Z (MGD) Operational Point
GPM @TDH 1 - permanent generator MATS; Force Main Size Force 'n Length
0 2 - portable generator w/MTS
0
.0288 86 @ 111 FT 1 3"
Z
0
2536'
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
ce (MGD) Operational Point . -
1permanent generator WATS; Force Main Size Force Main Length
0 GPM @TDH 2 - portable generator w/MTS
11.
Z
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
0 Yes No If Yes, permit number of 2treatment 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?
Yes Ej No If No, please reference the pertinent minimum design criteria or regulation and indicatewhy a
variance is requested, SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
171A I 2/07

V. ppl
14Have the following permits/cerlificat ons been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 11 Yes 0 No N/A
Sedimentation and Erosion Control Plan? [1 Yes 0 No N/A
Stormwater? 9 Yes El No N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or tnterference
manholes)? These lines will be considered hi h prority and must e checked once every six months
Check if Yes 9 and provide details
1, Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I, DAVID ODOM, attest that this application for TOWN OF TAYLORSVILLE HIDDENITE SCHOOL SEWER
IMPROVEMENTS has been reviewed by me and is accurate and complete to the best of my knowledge, understand
that if all required parts of this application are not completed and that if all required supporting documentation and
attachmentsare not included, this application pack -age 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.
1
Signin OfficaI Signature
d
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
CO
0
2 Professional Engineers Certificationi (Signature of Design Engineer and Project Name)
I, BENJAMIN B. THOMAS, attest that this application for TOWN OF TAYLORSVILLE HIDDENITE SCHOOL SEWER
IMPROVMENTS has been reviewed by me and is accurate, complete and consistent with the infonnation 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, /996, 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 I have reviewed this material and have
judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.5A and 143-
215.68, any person who knowingly makes any false statement, representation, or c.ertification 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, BENJAMIN B. THOMAS, PE.
Professional Engineer Name
2b, WEST CONSULTANTS, PLLC
Engineering Firm
2c. 405 SOUTH STERLING STREET
Mailing Address
2d„ MORGANTON 2e, NC 2f 28655
City State Zip
2g, [phone] 2h„ 1828) 433-5662 2i. bthomascgwest-consultants.com
Telephone Facsimile
NC PE Sea L Signature & Date
FIA 12/07

a
TOWN OF TAYLORSVILLE
HIDDENITE SCHOOL
SEWER IMPROVEMENTS
U
F XISTING
(TYP.)
{ 20ft Scale: I:7,30D Dela 140 Durum WM
NEW GRAVITY
TYP.)
NEW'
PUMP STATION
BPS#1
NEW FM SS
(TYP.)

161040V44114100*,
001,M1040., 444
40,444
44401404.
Project Applicant Name:
Flow Tr, A 1.. ptl
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
'er Extension Permit Applications
(FTSE —10/07)
Project Name for which floky is being requested: TOWN OF IIIDDENITE
SCHOOL: SEWER IMPROVEMENTS
iore than one PTV-1W 0 7 mos, he recimired for a single 1,voleer if the h 1 11 7P i nal responslrble,forall
pump stations al;: the route Ufih PrOPOS W4.41V1 ell'a eV' ,114111
I. Complete this section only ilyou are the owner of the -wastewater treatment plat
a. WWII' Facility Name: :1/8,Y1...ORSVI1'WTP
b. WWTP Facility Permit #:
e, \VW -FP facility's permitted flow
d„ Estimated obligated flow not yet tributary to the WWII)
e. WWTP facility's actual a.vg. flow
Total flow for this specific request.
owl actual and obligated flows to the 'facility
)ercent of permitted flow used
All flows are in M(A)
.830
(T450
0.01 1 20 ( 5.1 20upd)
_
/
/ 0
IL 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
Pump Station Name
PAUL STR)RE
Approx. (.7apacity. IVIGD Approx. Current Avg.
(Firm/Design) Daily 'Flow, MGD
0.074; 0 04;:7",' 0.041
111. Certification Stateinent.
1. _David Odom, Mai Lr, certit'v that. to the best of 111V knowledge. the itddition of the Volume of
wastewater to be permitted in this project has hcen c.":iliiated along the route to the receiving wastowtter
treatment racilrb„ and iltat the llow from this project is not anticipated to cause any capacity related
sanitary sewer overflows or overbur&m any dovvnstream pump station en route to the recek ing treatment
plant under normal circumstances This analysis has been performed in accordance with local established
policies and procedures usint.i, the het available &in -Lillis ecrtitication applies to those items listed above
in Sections 1 and it rot: which I am tIa responsible part,,. Signature (Willis form indicates acceptance of
this watc\\1lc1 Utt.
Signing . /Sign (.1 t tire

LC9, : Town of Tay orsv I le
v, L. 79F4
AA iv
001/001
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Perrnit Applications
(FTSE —10/07)
Project Applicant Name: TOWN OF TAYLORSVI
Project Name for which flow is being requested: TOWN OF TAYLORSVILLE HIDDENITE
SCHOOL SEWER IMPROVEMENTS
More than ooe FTSE-I0/07 may be required for a single project ljt" the owner of the WWTP is not responsible foi oil
pump stations along the route of the proposed wastelvateillow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a, WWTP Facility Name:
b. WWTP Facility Perrnit
c, WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated .t7lows to the facility
h. Percent of permitted flow used
All flows are ia MGD
11. Complete this section for each pump station you are resporisible for along the route of this
proposed wastewater flow.
List puinp stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MOD Approx, Current Avg.
Daily Flow, MGD
StatesvillePallet 0.075 0.003
_Pierpoint
Lewis
(Firm/Design)
0.110
0.070
0
0.011
II, Certification Statement:
I, Rick French. Colin Mana er, cerUfy 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 II for which I am the responsible party. Signature of this form indicates
accpit4 nce o this wastewater flow.
Signing Qfflciczl Signature
Date

q 9
Ll»met ni
do d
approximately
T
mI in
chum,l,«olk

WEST CONSULTANTS, PLLC
Consulting Engineers and Surveyors
405 South Sterling Street
Morganton, North Carolina 28655
Phone [phone] Fax [phone]
TO NCDENR - DWQ (Mooresville)
610 E. Center Avenue, Suite 301
Mooresville. NC 28115
WE ARE SENDING YOU X Attached
Shop drawings
Copy of letter
COPIES
2
1
DATE t NUMBER
6/2/09 036325
Under separate oov
Prints
Change order
is
Pans
Other.
THESE ARE TRANSMITTED as checked below:
REMARKS
COPY TO
For your approval
For your use
As requested
For review and comment
FOR BIDS DUE/DATE:
Fast Track Appl
LETTER OF
TRANSMITTAL
'PHONE
ATTENTION
Dee Browder
RE
Town of Taylorsville, NC - Hiddenite
School Sewer Improvements
Specic.,attons
the totlowtng items.
Samples
DESCRIPTION
on , . (One Original, One Copy)
Application Fee (180
Approved as submitted
Approved as noted
Returned for corrections
Other
If enclosures are not as noted, please notify us at once.
T 133227S USE WITH 771C, ENVELOPE NE©5 'TQ FRewdec 1-800-225-6380 or wWW,Ilet)S.corn
Resubmit
Submit
Return
copies for approval
copies for distribution
corrected prints
PRINTS RETURNED AFTER LOAN TO US
c"#7P

Perm
Nur
Prgrarrm atery
Non -discharge
WQ00 4300
Permit Tracking lip
Status
In review
Permit Type d... Versir n
Gravity Sever xtensi r Purrip Stations Pressure Sewer A
Extensions
Primary "Review
dee.brawde `
Coastal SW Rue
Permitted Flaw
Facility Name
Town of Taylor ville Hiddenite School Sewer
Improvements
Location Address
Owner
Owner Name
Town of Taylorsv e
Even.
Orig Issue App Received Draj
0904 09 08124109
regulated Activl es
1 of
Subdivision
Outf
ection
erbody Narrre
ni
Scheduled
ted Issuance
Project Type
New Project
Permit Class' ion
Individual
Permit ContactAft ation
jrsriliinr Region
rtinur Mooresville
County
Alexander
Fad Contact Affiliation
Owner Type
Government - Muni ipci
Owner Affiliation
David Matthew Robinette
20Main Ave Dr
Taylarsvilfe
NC
Pub ii Notice Issue Effective
09 04 0 09/04/09
guestedidiv eld Events
Additional irnforrrmatian reeiuested
Addltirsnal ;nfrrenatlr n rar fiver
t
Expiration
Index Number Currr€t Class Subbasin

TOWN OF TAYLORSVILLE
67 MAIN AVENUE DRIVE
TAYLORSVILLE, NORTH CAROLINA 28 F11
' FOUR HUNDRED EPGHTY AND XX / 100
NCDEHNR-OIV OF WATER
1617 MAIL SERVICE CENTE
0 -RA CNC 27699-1617
003632SI1 1:Q93102140: 3 16011756511r
NO,.