WQ0024769_Regional Office Historical File Pre 2018

Michas! 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
January 12, 2005
The Honorable Elbert Richardson, Mayor
Town of Troutman
400 North Eastway Drive
Troutman, North Carolina 28166
Subject: Permit No. WQ0024769
Town of Troutman
Charles Center
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mayor Richardson:
In accordance with your application received on December 23, 2004, we are forwarding
herewith Permit No. WQ0024769, dated January 12, 2005, to the Town of Troutman 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 2H .0227 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 2H .0200; 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 speciticlly 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 281I5 Phone: [phone] Fax: [phone]
Internet h2o.enr.stete.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
N V Carolina
„aturally

Mayor Elbert Richardson
Page 2
January 12, 2005
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 Town of Troutman for the construction and operation of approximately 1,062 linear feet
of 8-inch gravity sewer as part of the Charles Center project, and the discharge of 3,000 gallons per
day of collected domestic wastewater into the Town of Troutman's existing sewerage system, pursuant
to the application received December 23, 2004, and in conformity with 15A NCAC 2H .0200; 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 Statesville
Third Creek WVVTP (NPDES No. NC0020591) prior to being discharged into the receiving stream.
This permit shall become voidable unless the agreement between the Town of Troutman and
the City of Statesville for the collection and final treatment of wastewater is in full force and effect.
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 Sonja Basinger at
[phone].
Sincerely,
for Alan W. Klimek, P.E.
cc: Iredell County Health Department
Mooresville Regional Office, Water Quality Section (WVIT['F Permit No. NC0020591)
Douglas Dowell, Jr., Dowell and Company, PC
Water Quality Central Files
Marie Doklovic, 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 2H .0200; 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 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 §143-215.1 C.
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 2H .0220, 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 2H .0200; 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 Permiftee from complying with any and a!I
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 11 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 12th day of January, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
•
/2
for Alan W. Klimek, P ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024769
3

Fast Track Engineering Certification
Permit No. WQ0024769
January 12, 2005
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
El Partial' El Final
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Charles Center, lredell
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 2H .0200; 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
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
ATTN: DEE BROWDER
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.

PPCATION for GRAVITY SEWERS, 1'UMP STATIONS, AND FORCE MAINS
PAC E 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner
1 a. Town of Troutman
Full Legal Name (company, municipality, HOA, utility, etc.
1b, 1�e
0
z
0
chards --f4,a yGr
Signing Official Name and Title (Please review 15A NCAC 2H .02
Application Number:
(to be completed by DWQ)
for authorized signing officials!
lc. The Legal entity who will own this system is:
© Individual Ej Federal Municipality 0 Stale/County El Private Partnership 0 Corporation D Other (specify):
ld 400 North Eastway Dr_
Street Address
tf, NC
State
1 h,, 704-528-7600 1 i. 704-528-7605
Telephone Facsimile
2. Project (Facility) Information,
2a. Charles Center
Brief Project Name (pe
3. Contact Person:
III refer to this name)
3a. Douglas L Dowell .lr _ Dowell and
Name and Affiliate
3b. 704-660-9697
Phone Number
one Who Can
PC
uesrlon
le. Troutman.
City
lg. 28166
Zip Code
1j. administratortownoftroutrrtan.o
EE-mail
-...�.a _.�.. .�.
2b. Iredeil
County Where Project is Located
this Application
[e-mail]
E-mail
1. Project is Ir4 New 0 Modification (of an existing permit) odifcation, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line sizeAength, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to Item 8(3)) 0 Private (go to Item 2(a))
2a, If private, applicant will be: 2bw if sold, facilities owned by a
se one)
0 Retaining Ownership (i.e, store, church, single office, etc.) or 0 Public Utility (Instruction III)
[� Leasing units (lots, townhomes, etc. - skip to Item 8(3)) 0 Homeowner Assoc./Developer (instruction IV)
D Selling units (lots, townhomes, etc. - go to item B(2b))
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Third Creek 4b. NC 0020591
WWTF Permit No.
Name of WWTF
5a. Town of Troutman 5b. 8"
Owner of Downstream Sewer Receiving Sewer Size ` Permit Number of [stree
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision
El ApartmentsiCondominiums
0 Mobile Home Park
0 School
Q Restaurant
Office
© Car Wash
E] Institution
0 Hospital
El Church
0 Nursing Home
0 Other (specify):...
7. Volume of wastewater to be permitted in this project: 3000 gallons per day
8. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected
100 Domestic/Commercial
% Industrial
% Other (specify):
FrA irto - Rev. 7 04/04

PLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
r1
0
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ZZL
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Z
0
0
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0
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9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
6 lots x 20 employees x 25 gpd = 3000 gpd
it/ Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet) Gravity or Force Main
(use the pull down menu)
8"
1062
3
—
i
ENTER TOTAL LINE LENGTH IN MILES
0.20
it Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on" Design Flow' Operational Point
plans for cross-reference) 1 (MGD) GPM ® TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator wltelemetry; 4-wet well storage)
j E
12. Does the sewer system comply with the Minimum
Mains (latest version), the Gravity Sewer Minimum
Design Criteria for the Fast Track Permitting of Pump Stations and Force
Design Criteria (latest version) and 15A NCAC 2lri _0200 as applicable?
pertinent minimum design criteria or regulation and indicate why a
OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
l Yes ■ No if no, please reference the
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ Yes IN No ® N/A
® Yes ❑ No • NIA
❑ Yes ❑ No 121 WA
FT A (17103 - Rev. 7 041114

, ICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
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
Z ;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
Qwaterbody; AND, -
(j ■ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
Li- option for any pump station near a Class C down slope waterbody_
0) Location 1D on Map
mi.(selt chosen -as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
U
w-
ice-,
GO
0
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicants Certification:
1, , attest that this application for Charles Center
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
Genera( Statutes 143-2i5.6A and 143-215.6B, any person who knowingfy makes any false statement, representation, or
- certification in an/ p! • = tion shall • - guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
_ as well as •• i •.a, :. I p • t s� • • r vi» Lion.
1 a. dor �,, 1 2-2 2- 0 4
Signing Official Sign-ture Date
•. Professional Engineer's Certification:
" ` 1 attest that this application for Charles Center has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
1-- ' ' to the best of my knowledge. ! further attest that to the best of my knowledge the proposed design has been prepared in
Q ` 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
IL , 1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
p • package may have been developed by otherprofessionals, inclusion of these materials under my signature and seal
it + signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In
• W , - accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
0 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.
Ci
2a. Douglas L Dowell Jr
Professional Engineer Name
2b. Dowell and Company PC
Engineering Firm j+,r. �� CQ �y y
2c. po box 3504 ; �OR.�,..,,,„,,ROf %
Address 1 ,,"Q�pFESsjo"'-_ -y, 1,�
tip: -
2d. Mooresville 2e. NC 2f. 28117 c i- 5'I,i r = i
• F -
"r
�Y
C_...._..._._.. State Zip _._
2g.i:r' .:-
704-660-9697 2h. 704-664-5177 2i. [e-mail] i '-.
Telephone Facsimile E-mail al, Signatu 4Yat� D
Telephone
FTA Q?JO'i - Rev_ 2 04/04

SHEPHERDS QUADRANGLE
NORTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC)
71 s -r-Ls s L E 9 M 48,0 DDe OrC E T B 4

D1 /11 /05
Permit Number WQ0024769 Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonja.basinger
Permitted Flow
3000
Facility
Facility Name
Charles Center
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name Owner Type
Town of Troutman Government - Municipal
Owner Affiliation
Elbert
PO BOX 26
Troutman
Dates/Events
Richardson
NC 281660026
Scheduled
Orig Issue App Received Draft Initiated Issuance
12/23/04
Public Notice Issue Effective Expiration
i f 2„105.
Regulated Activities Requested/Received Events
Commercial or industrial, other Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name Stream Index Number
Current Class Subbasin

A
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
July 19, 2007
David Saleeby, Town Manager
Town of Troutman
P.O. Box 26
Troutman, NC 28166
SUBJECT: Charles Center
Permit No. WQ0024769
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on June 25, 2007. A full
review of the certification materials may or may not be conducted. It is assumed that receipt of
this certification indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received a copy, please contact your consultant immediately to
obtain a copy. .
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
Sir>cerely,
c 0 EA_ItS•3
t,WRobert Krebs
Surface Water Protection Regional Supervisor
Enclosure
Cc: Ben Thomas, West Consultants 405 S. Sterling St. Morganton, NC 28655
Surface Water Protection Section Central Flies (certification page only)
NorthCarolina
Naturally
Pretreatment, Emergency Response and Collection Systems Unit Internet http:Nh2o.enr.nc.state.uslndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal opportunity Action Employer
Telephone [phone] Fax [phone]% recycledll0% post -consumer paper

Fast Track Engineerinci Certification
Permit No. WQ0024769
January 12, 2005
Complete and submit this form to the permit issuing regional office with the t
One copy of the project record drawings (plan & profile views of sewer
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storageportable
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 shcuid be clearly iciertified on the record drawings or in written su mary form. Permit
modifications are rewired for any changes resulting in nor-orridjance with this permit, r +ulations or
munr design criteria.
iowirg:
es) of the wastewater collection
This project shall not be considered coMplete ear allowed to operateuntil this Engineer's Cert=ffcation end al_
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' $Fir.al
4 as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe�pertodically, ❑ weekly, [] full time) the construction of the Charles Center, Iredell
County project for the Permittee he reby 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 tc be built within substantial
compliance of this permit; 15A NCAC 2H ,0200: the Division of';,Neter 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 arid Force Mains adopted June .1, 2000 as applicable; and other supporting
materials
North Carolina Professional Engine
seal, signature, and date.
SEND THIS FORM & SUPPORTING DOCUMENTATiON
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
The Permittee is responsible for trackin
wastewater flow made tributary to the waste
Engineer's Certification shall be considered a vio
enforcement actions.
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
ATTN: DEE BROWDER
,rtitications up until a final certification is received. Any
Ilection system extension prior to completion of this
n of the permit and shall subject the Perinittee to appropriate
H 990000001ii1 "N/9t :£,L'Is/ os:E« tooa £ tnr CNrs; Obi

ONSULL YV '4 i .F 17{:...
June 2,0, 2007
405 Sou S ion
828 4 '5 433 `at
s. Dee Browder
Surface Water Protection Unit
NCDENR-_ Division of Water Qua.
610 East Center Avenue, Suite 301
Mooresville, NC 28115
y
RE; Sown ofTrout.: an — The Charles Center
WQ 0024769 Final Certification
Dear Ms. Browvder:
ton. tst:" 286'55
Please find enclosed for yourte iew as -built drawings, calculations, and nineer's certification
for the subject project. Please note that although Dowell & Company produced the design, West
Consultants, PLLC performed the inspections and thus has certified the construction. If there are
any issues, questions, or needs for information as you make your review, please direct them to
me rather than Dowell & Company,.
Thank you for your ass stance,
Sincerely,
C NSI. LTANTS, P
Bet r anun B. PE
Encl
cc: Mr, Charles Onsmd
osures

REVISED
PUMP STATION
CALCULATIONS
FOR
CHARLES CENTER
PROJECT NO.: 00-014
DEC 28, 2005

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IAZEN WILLIAM EQUATION FOR PIPES -
DIA.? (INCHES) ELEVATION HEAD
4 j 1091 f 140 42.7
TOTAL LENGTH?
FLOW (GPM
25
50
75
-ems 100
125
150
175
200
225
250
HEAD LOSS (FRICTION)
0.54
1.95
4.12
7.02
10.61
14.87
19.79
25.34
31.51
38.30
Chw?
TOTAL HEAD
43.24
44.65
46.82
53.31
57.57
62.49
68.04
74.21
81.00
Chw COEFFICIENTS FOR PIPE:
PVC -NEW
PVC - OLD
VITRIFIED CLAY
CONCRETE OR CONCRETE LINED
140
120
110
130
IAZEN WVILLIAM EQUATION FOR PIPES - (� vG a 4-
ELEVATION HEAD I
42.7
DIA,? (INCHES) .1 TOTAL LENGTH? f Chw?
4 1091 1 120
FLOW (GPM)
25
50
75
125
150
175
200
225
250
HEAD LOSS (FRICTION
0.72
2.59
5.48
9.34
14.12
19.79
26.32
33.71
41.92
50.96
TOTAL HEAD
43.42
45.29
48.18
52.04--
56.82
62.49
69.02
76:41
84.62
93.66
Chw COEFFICIENTS FOR PIPE:
PVC - NEW
PVC - OLD
VITRIFIED CLAY
CONCRETE OR CONCRETE LINED
140
120
110
130

4" 5432
MV
SUBMERSIBLE
1765 RPM
NO. OF VANES
2
SUCTION SIZE
4"
IMPELLER
T4B1A
INLET AREA
26.22 SQ,IN.
MAX. SPHERE
3"
TOTAL HEAD
Fairbanks Morse Pump
10 _+
40 I 1� II 4411144
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900
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0 25 50 75 100 125
0 0 200 300 400 500 600 700
800
150 175 200
1000
1100
1200
,225 250 275
40
- 10
i =
20
- 5
w
w
w
0)
z
90
20-
0
2
0
0
U.S. GPM
M3/HR
8/1./97

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'1 a, PE
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V?U/
Z,

series
TINDALL CONCRETE PRODUCTS, INC. • P_O. BOX 1778 • SPARTANBURG, S.C. 29304 • TELEPHONE [phone] © 1979
24„ 8„�
INS. DIA. i(tYP•1
UNIFORM 16" SPACING OF STEPS
G 72 TT
1
G48 SECTIONS
AS REQUIRED
48" INS. DIA.
7 ".
G72 - 64R
26" MAX.
8"
6"
7
G72 BASES
VARIABLE IN 8" INCREMENTS
72" INS. DIA.
2° SLOPE
GASKET
ENLARGED VIEW
OF JOINT
+ _ 113116"
t.
ENLARGED SECTION OF
0-RING GASKET
ASTM C361
ONE OR MORE OPENINGS
AS REQUIRED IN BASES
NOTES:
ALL STANDARD SEWER MANHOLE SECTIONS MEET OR EXCEED THE REQUIREMENTS OF
ASTM C478.
TWO LIFTING HOLES ARE PROVIDED IN EACH SECTION FOR ON -SITE HANDLING. PROPER
STRONGBACKS OR LIFTING HARNESSES ARE REQUIRED FOR SAFE HANDLING OF
SECTIONS. TINDALL CONCRETE PRODUCTS IS NOT RESPONSIBLE FOR DAMAGE OR INJURY
DURING HANDLING.
ALL STEPS INSTALLED IN MANHOLE SECTIONS HAVE SERRATED TREAD & TALL ENIT LUGS
TO PREVENT FEET FROM SLIPPING.
BUTYL RUBBER SEALANT 1S RECOMMENDED FOR SEALING JOINTS. 0-RING GASKETS MAY
BE USED.

series
TINDALL CONCRETE PRODUCTS, INC. • P.O. BOX 1778 • SPARTANBURG, S.C. 29304 • TELEPHONE [phone] cQ 1979
1F I
16"
LAY. LGTH.
TRANSITION TOP
G72 TT 3702 LBS.
RISER
LAYING LGTH.
64"
-' 48"
32"
16"
FLAT SLAB TOP
G72 FST 4099 LBS.
SECTION
G 72-64R
G 72-48R
G 72-32R
G72-16R
POUNDS
10038
7412
4941
2470
LAYING LGTH.
72"
64"
-� 56"
48"
SECTION
G 72- 72B
G 72-64 B
G 72-56B
G 72-488
POUNDS
13924
12863
11802
10741
MONOLITHIC BASE
12"
LAY. LGTH.
8"
PIPE OPENINGS OR FLEXIBLE CONNECTORS
ARE AVAILABLE ON SPECIAL ORDER.
8