WQ0012758_Application_19960807

'- 12 o
MEMO TO: State Review Group
FROM: Ricky Revels
Environmental Technician
SUBJECT: Procedure Four (4)
WQ0012758 (Modification)
Duff Norton P.S.
Sewer Extension - Public
Town of Wadesboro
Anson County
Division of Water
Quality
Fayetteville Regional
Office
8115196
Date
State Review Group Review
Engineer Andy Oakley
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Anson County Regional Wastewater Treatment Plant
2) WWTP design capacity 3_5 MGD
3) NPDES Permit No.: NC0041408 Expiration Date: 11 30 97
SOC EMC WQ No: 89-09 AdIII Expiration Date: 03131196
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 7 95
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
*N/A GPD
domestic 57% industrial 43% other
6) Volume from previously approved projects not yet tributary to
WWTP 0 GPD
7) Regional Recommendations: Approval X Denial
* This pump station modification will include no additonal flows.
RR/rr
Enclosure

GKEX88/MP
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08/15/96
COMPLIANCE EVALUATION ANALYSIS
REPORT
PAGE i
' PERMIT--NC000408
PIPE--001
REPORT
PERIOD:
9507-9606
LOC--- E
QrILITY--AN%ON COUNTY REGIONAL WWTP
DESIGN FLOW--
3.5800
CLA%%--4
LOCATION--WADE%BORO
REGION/COUNTY--06
AN%ON
50050
00318
00530
08640
006
58068
00300
TGP31-'(
MONTH
Q/MGD
DOD
RE%/T%%
NH3+NH4-
FEC COLI
CHLORINE
DO
CERI7DPF
LIMIT F
3.5000
F 18.00
F 30.0
F 7.00
F 200.0
NOL
NOL
NOL
95/07
i.874i
2.68
i0.2
.44
6.2
363.000
8.27
R5/08
1.9833
2.0i
9.1
.i9
2.4
369.454
8.24
i
95/09
2.i333
2.30
i0.O
.16
6.4
449.250
8.20
?5/i0
2.6096
2.45
14.4
.20
6.1
487.500
8.72
i
-IMIT F
3.5000
F 24.08
F 30.0
F i6.00
F 200.0
N0L
NOL
NOL
f5/ii
1.5400
3.97
i4.3
.23
1.4
524.500
9.40
f502
i.i6i2
4.25
i4.8
.i3
6.7
536.473
i0.34
f6/81
2.i74i
'
3.28
i5.i
.i9
5.6
344.047
i0.78
76/02
2.2758
5.55
i7.3
.27
5.7
436.i90
10.53
/6/03
2.4225
7.78
22.3
.27
21.3
339.047
10.22
�
'IMIT F
3.5000
F 18.00
F 38.0
F 7.00
F 208.0
NOL
NOL
NOL
/6/04
2.2666
4.90
i4.2
.38
2.5
505.238.
9.48
/6/05
2.i838
3.42
16.8
.07
ii.3
425.789
8.79
WERAGE
2.0567
3.86
14.4
.23
6.8
434.589
9.35
i
iAXIMUM
6.9008
22.00
63.0
3.00
5053.8
1660.000
13.00
i
iINIMUM
.6000
LE%%THAN
3.8
LE%%THAN
LE%%THAN
100.000
7.30
i
]NIT
MGD
MG/L
MG/L
MG/L
W08ML
UG/L
MG/L
PA%%/FAI
/

06/15/96
COMPLIANCE EVALUATION ANALYSIS
REPORT
PAGE 2
PERMIT--NC0044
406
PIPE:--00i
REPORTPERIOD,
9 ,SLY 7-9606
LOC
---E
TACIL..ITY-•-t°NSON
COUNTY REGIONAL WWTP
DESIGN FLOW---
3,5000
CLASS•-•--4
-OCATION--WADESB(: RO
REGION/COUNTY--06
ANSON
iONTH
TEMP
PH
TOTAL H
PHOS-'TOT
CYANIDE:
CADMIUM
CHROMIUM
COPPER
_IMIT
NOL
9.O 6.0
NOL..
POOL.
NOL
NOL
NOL
NOI...
'07
26,25
7.3-••6.6
i80
3.2000
.00+'
.,0000
.0000
.0480
_)/ 0826.i3
r .. Cli'..'& 9
48.700
27200
0128
. 0068
0452
"• "7
.0542
15•r 09
2 &0
i . 5- i ..0
16.300
2.3000
.062
..' 305 f
., 0280
.. 0 60
1500
2KOA
7 .5-6, 6
i Ai.900
2,5000
.0065
.7500
51.7500
133.5000
_ I Pi I T
NOL
9.O 6,O
NOL
NOL
I'dOL.
NOL.
NOL
NOL.
?r
J� i i
�.. 5�..
'{ '� . _�._�
i _
..'�"'6, �r'
i2.
' '7:'3�:)
h;'3 i �)
i .�.. {:l:
.Y 7 �Y)
1 ::.6�::::$
�•';• i• ;ti
�. 0)))
8,2500
4Y�.:•
.: 6,. 50�;Y
.'r' ... ,... 5
1%600
i.3000
0000
W .! 0 0 i:>
i.7500
7.7500
i . 4
12.000
i.5000
6.5000
i,7500
.0000
10000
16:'02
i •i . 52
8.0-'6 , B
i o , o � o
i , o i oo
.0086
i ..'i:1i.Y;'1
.0000 0
' K 6000
16i 03
13.23
7 . N-6 , U
9,830
.7000
' , 3333
.0000 t' 0
, 0000 :'
0; ; :)
-IMIT
PitOL.
9. O 6..0
NOL.
NOL..
NOL
NOL
NOL
NOi...
16/0
i a ., i .
9
{-_.; ._Y
r . f_ � . i
2 ,.:� ..Y..Y
i :_ . _. �w a
.•ii: is i.
i ., ... ,s ,! ,,►
4 , 2i,. i x.
. �
5,2500
.0000
7,0000
16 05
0,40
7. •7- 7;)
i4.200
i . I?i:;00
. ;)i?oo
.0000
10000
;' ,� .. -
4 •':.i,AGE
r: �.-
iCt._�_�
i
i4.i20
i
i .,8:)a 7
�.. �.. a ...,
i .88_)3
1.2693
5.6202
21,6562
{E'f...t1SS_S``1
29.00
8.000
i f:.. 700
K2000
26.0000
9.0000
99,0000
W .:):I::}i;i
1ININUM
8.00
6.400
9.830
.7000
.;:Y;:Yio
.01.30
JNis •T
I►EG . C
SU
MG/L..
MG, /E._
i'G•r'L
MGi t_.
tiff:, .'i_.
NG; L

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'KEX88/MP
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COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3
�PERMIT--NC804i408
PIPE--00i
REPORT PERIOD: 9507-9606 LOC--- E
-'�`
'""ILITY--AN%ON
COUNTY REGIONAL WWTP
DESIGN FLOW-- 3.5000 CLA%%--4
-OCATION--WADE%BORO
REGION/COUNTY--06 AN%ON
0i05i
0067
0092
1ONTH
LEAD
NICKEL
ZINC
NOL
NOL
NOL
�15/07
10000
.i825
1.5257
15/88
.0iO0
.0300
.0758
/5/89
.0000
.0000
.002
-
1500
.0000
`0.8000
44.7500
WIT
NOL
NOL
NOL
15/11
.8000
27.5008
002
.0000
2.2500
36.0000
16/81
.0000
3.5000
95.0000
P6/02
.0000
1^4000
81.8000
/6/03
.0000
.0000
67.5000
.IMIT
NOL
NOL
NOL
/6/04
.8000
.0000
69.2500
/6/85
.0000
.0080
i07.8333
`
NVERAGE
.8009
5.8965
50.3776
1AXIMUM
MOO
120.8000
133.0000
ONIMUM
i.0000
.0070
/NIT
MG/L
MG/L
MG/L

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
T FZ4
IVA,A` ; 9 1586
59
ENV. M.AN!n,r'
FAYETTEI,' _'..L--
EDEHNR
August 7, 1996
MR. WILLIAM B. CHEWNING
TOWN OF WADESBORO
124-126 E. WADE STREET
WADESBORO, NORTH CAROLINA 28170
Dear MR. CHEWNING:
Subject: Application No. WQ0012758
Duff Norton P.S.
Sewers -Public
Anson County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on August 5, 1996. This application has been assigned the number listed above.
Your project has been assigned to Andy Oakley for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Andy Oakley at [phone] extension 533. If the engineer
is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
cc: Fayetteville Regional Office
HDR Engineering Inc. Of NC
Sincerely,
c�4;?Ca�r6olyyn D. cCaskill
Supervisor, State Engineering Review Group
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
('!HIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): TowN VE waOtS Doan
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): MA w/u.1i4M 13 CNcwNINb
07V MANA4ellC .."
3. Mailing Address: 12'1-12 4 EAs T wA0 F sT &AeT
City' W'"isDo'co State: /tic Zip: 2fr c, -'
-�
Telephone No.: (_ '70 y ) (9g y — 5171 =�
4. Project Name (subdivision, facility, or establishment name - should be consistent with a,
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
�Ur'F /vrRTON /�uMP/NG STgi1nN M001��c �lT1vn1
5. Application Date: "7W y / y 11 b 6. Fee Submitted: $ ItOV - u0
7. County where project is located: ANSo 1v
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: new; renewal*; j modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is _ko' public or private.
T)#F TvwN aP wAOFsavRv H43 1vc Rkv,44 yr A AeRMiT AeuJ14FR 13E106, ASsi('Ne0
TO THE EAISTWO- PWW"47'1e C"V047#4 STA7/0N. C 11STIN6 r-heiciry HAs agv& Ins
FORM: GSPS 4/91 Page 1 of 10 Oe'e,47101v ,HOC 27, -1 YEAes -

GRAVITY SEWER EXTENSION & PUMP STATION,
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 57 % Domestic; % Commercial;
y3 THE Dvrr )vve- onv F c/�. or AsSeI40as
% Industrial; % Other waste (specify): PRE- mj9A,'Lf/u7-v*e4 P4a7S (Hwsrs)
W4S7JWAT0A G,WjFA4Tf0 4V 213 1 EMftoWes.
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
_ WAAES0040 NWASI'V6 HOMr 5'7 t
4v. F Aw7upi As3re"tUr FAc/&s7Y y3 `/o
3. Indicate any parameter (and its concentration) that will be greater than normal domestic.
levels: IT /S Hon 's v,vOERs7AAeoj" TNA? 7-V w45?cFw4Te4
15 00MESTOc iN N47wei
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
IvA
5. Volume of wastewater generated by this project: //.6 70 gallons per day
6. Explanation of how wastewater volume was determined: 7ywm Of w40cs of"020
W4UR RF[vA,05 WAOFSAVAD vw2Snvc, NOMf (of I970 (r )J0,1-vAS A/JAy
OUPP /► imv FA e-j& y S vvy 04"UNs A 04),
IV. DESIGN INFORMATION:
1. Brief project description: REPtAC-c M00' of 41v g►sTjN6 PNEW"47'ic
EVtCTOR 57-47/01V w17H A W07- wFct� MOO-740 file-Pw+ LIFE
PACK 4Gc" PUMA S7A7-w"
2. Name of wastewater treatment facility receiving wastewater: ANSvN CuwvT y
a. Facility permit no.:
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: N.A �f-037/nrG 5c'W46E PuMP/Nc C747-/0N
AM 2NCRrAsc 70 Ey/ST /A+L WAS70W47eA FWVJ ieATfs
2 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
r PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: Al- A
Dia. Length Pipe C or N MR. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21 % to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
1y A.
5. Maximum sewer reach length between manholes: Al A - linear feet.
6. This sewer line segment occurs between manhole no. N- A. and manhole no.
7. Does the owner/operator have the ability to clean this length? Yes No. Al A
8. Sewer subject to existing or planned traffic bearing loads? Yes No. N A -
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: Al A feet.
10. Identify (by manhole number) those manholes that have drop connections: %� A
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION '
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: N A . GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? _ Yes _ No N A
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified?
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified?
13. Are manholes subject to flooding?
14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans):
—Yes _ No. N. A
Yes _ No JV A
_Yes —No IV. A
—Yes —No N• .4
_Yes _ No N_ A
16. Identify (by manhole number) those manholes that are vented: P. A
17. Does this project involve any stream crossings? _ yes _ no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
N A-
4 of 10

_ GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: I (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: '-AMPtE> 13409"CO
3. Classification of closest downslope surface waters: (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such -impact, as
required in 15A NCAC 2H .0200: N-A-
5. What size pumps are provided? zoo!t-PM GPM
6. How many pumps are provided? Two
� nilr+P c0�c1� catiJcy A����w: G AaLo':,:> .r.
7. What is the maximum capacity of the pump station? iy two, or, RAM". rwwc` ` PD
An•T#i.1P4if!1 r"taw TO s?ian.:. Tv 1S 'V7 1 JV0 &P0
8.. What is the design total dynamic head? J feet
9. How many pumping cycles will occur at the design flow rate? h 5 cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover ✓
Area Light PRoy0sw fil y(,YTi#(r !N A07_4ciAt
110V Electrical Convenience Outlet 0,444cAv iv'r
Flood/Buoyancy Protection
High Water Alarm ✓ Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
r
It lad CAST CAST re �3 ± Sal 5,11 '3b
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? yes no
13. Is pump station subject to flooding?
being taken to protect against flooding?
yes no. If yes, what measures are
14. If subject to flooding, specify the 100-year flood elevation: N. A• Feet MSL
15. Are there existing or planned pump stations downstream of this station? _ yes X no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 6 (4/91) 4
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel:
INSTRUCTIONS TO ENGINEER
Date:
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): T ow#v of w400500,90
2. Name and Complete Address of Engineering Firm: NOR L'MUM U 411v 6 Src
OF NiAT,4 (_RRPL1.vA SwTF H00 I2 8 sav/TN TR yoN STkcctT
City: GHARev?TC State: Nc Zip: f7_02.
Telephone No. '70q 336-- lyou Fit; 6791J
3. Project Name: DUFF NaA7vwr pV r"P/Na S76TION rr o 1J+ Fa -4 rION
4. Pump station design flow: 1/0 b 7o GPD; 2 vo t GPM
SfteV FS Diviv A N✓.est-G RoM6 41va I '!*64,vT (AS30160 0,- Pmis
5. Name of closest downslope surface waters: ~ .A MALcy Aie$ AxH / nuyR�s �AKr'
6. County(s) where project and surface waters are located: ANSo^j
7. Map name and date: WA4E5/3020 N.C. 195(, PNoio ReV)$e0 l'1V$' us & $
8. North Carolina Professional Engineer's Registration No. 5 3 22
9. Print Name of Engineer &K P 04 INSON
10. Seal and Signature (specify date):
6 of 10

' GRAVITY SEWER EXTENSION & PUMP STATION
• PAGE 6 4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: LAM Pie7 /3RANcH / r+ouRFs I-AKe (LLT- +0 LMQleY l�;_10 ')
Classification (as established by the Environmental Management Commission): -'C" 'C "
Proposed Classification, if applicable:
Signature of regional office personnel: �� Date. q
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): T Ow /v OF w 4 OFs Qu a O
2.., Name and Complete Address of Engineering Firm: NOR eA1fd0 /t'EA1NG rrc
of jv&%tTIt C/ oevjaA+A SLATE I yOO I2 8 savTN TR YoN STAeeT
City: G #Ale coTr' State: Nc Zip: 2 ? Z O Z
Telephone No. i V 11 3 3 Er- 1 fr Ov tIL i (p'79y
3: Project Name: DUFF NGA70Av PVMP)AI(, ST67101V M01)1 FscAtION
Pun,*s oe.470 +
4. Pump station design flow: Ho G -7y w QPD; 200 1 GPM
3fRVcS ON,,? A Mu2SM/L jj :pve 14N0 ONj 1./41#t MA";,U7'IKkvP
5. Name of closest downslope surface waters: t-A MPLcy /3Rf1 AXH I nooses I.AK(F
6.
County(s) where project and surface waters are located:
4NSOAJ
7.
Map name and date: WAOM)U 2p N.C. Iy5!6
I `/f!8' us (TS
8.
North Carolina Professional Engineer's Registration No.
5 3 22
9.
Print Name of Engineer ER) C P 04 V101v
10.
Seal and Signature (specify date):
`pNlllot�,,,�
p���,,����
.�D�ZH.CAR00
9
SEAL �:
15322r..
6 of 10
%,�NC� NEQ�.o�,���.:
�• C F. DANNg..•`•
7r1%

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfn Place
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919N46-6481
919/733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bye Lenoir
Durham Northampton .
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Chez,okee Polk -
Craven. Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Mooresville Regional WQ Super.
Wilmington Region. WQ Super.
Wachovia Building, Suite 714
919 North Main Street
127 Cardinal Drive Extension
Fayetteville, NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3945
919/486-1541
704/663-1699
919/395-3900
Anson Moore
Alexander Mecklenburg
Brunswick New Hanover
Bladen Robeson
Cabamrs Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Harnett Sampson
Gaston Union
Duplin
Hoke Scotland
Iredell Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919n61-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Suny
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
7 of 10

GRAVITY SEWER EXTENSION & PUMP STATION '
PAGF- 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the, sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
C. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

• GRAVUY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: HAR EN6J0vEc4. 4, .?Nc 0; NORTH
4-ARS'wA14 SW7F MOO i2t Soc17H 70W^N STAAO-T
City: CHAR L077f - State: A/c Zip:
Telephone No. 7n'I 33Y 400
Professional Engineer's Certification:
I, �H�c 4�- o�Qvv'�a�-• , attest that this application for YN0 TowN ur W4.0&80020
Dyfr NVIR70N PuMPiN4 s74 r/0N /400 / r 1i 47-)ON has been reviewed by me and is accurate
and complete 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. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No. 15327.
Print Name of Engineer
ER�c P 0,9W SOAv
Seal and Signature (specify date):
�H AR �/3; I ti6
SEALS
15322
Applicant's Certification: %FDA` 3%%%4
I� William B. Chewning, Jr. , attest that this app�iCatlon for the Town of
Wadesboro Duff Norton Pumping Station Modification
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that- if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete. I ZV
N=1- MEZ=10-1 - I
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 10 (4,V I)
PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial
$400
$300
Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250
Domestic/Cooling Water
$400
$250
1,001 - 10,000 GPD
Industrial
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
Single Family Dwelling
$240
$120
Sludge < or = 300 Acres
$400
$250
Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, ."delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
10 of 10

State of'North Carolina '
Department of Environment,
Health and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A��
�EHNR
DIVISION OF WATER QUALITY .r s ,7?y_,�
July 16, 1996 hilt I
?' 19916
Mr. Eric F. Davison, P.E.
HDR Engineering, Inc.
Suite 1400 qtQ
128 S. Tryon Street
Charlotte, North Carolina 28202-5001
Subject: Duff Norton Sewage Pump Station
HDR Project No. 00040-044-018-018
Town of Wadesboro
Anson County
Dear Mr. Davison:
Please find attached a copy of the requested stream
classifications received July 15, 1996. Page 6 of 10 of the
application form was Faxed to you July 16, 1996 @ [phone].
If you have questions or comments regarding this matter please
do not hesitate to contact me at [phone].
S' rel ,
Paul E. Rawls
Environmental Specialist
cc: Town of Wadesboro P4 File
Wachovia Building, Suite 714, Fayetteville FAX [phone]
North Carolina 28301-5043 NO C An Equal Opportunity Affirmative Action Employer
Voice 910-486-1541 1 500k recycled/ 10°k post -consumer paper