WQ0017757_Sewer Extension_19991213

MEMO TO: State Review Group
Division of Water Quality
FROM:
Ricky Revels 6 "��
Fayetteville Regional Office
SUBJECT: Procedure Four (4)
December 16. 1999
WQ0017757
Date
Richmond County Primary School
Sewer Extension -Public
Town of Hamlet
Richmond County
State Review Group Review
Engineer Jon Harris
Regional Office
Contact Rimy Revels
1)
Name of wastewater treatment plant to receive the wastewater:
Town of Hamlet - WWTP
2)
WWTP design capacity
1.00 MGD
3)
NPDES Permit No. NCO047562
Expiration Date: 2/29/04
4)
Compliance Information:
Present treatement plant performance for previous 12 months, beginning 98/O1
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
9.000 GPD
domestic 100% industrial other
6) Volume from previously approved projects not yet tributary to WWTP:
- 0 - GPD
7) Regional
Recommendations: Approval _X_ Denial
RR/nr
Enclosure

3KEX88/MP
12/16/1999
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE 1
PERMIT--NC0047562
PIPE--001
REPORT
PERIOD:
9801-9812
LOC ---
E
'ACILITY--HAMLET,
CITY - WWTP
DESIGN FLOW--
1.0000
CLASS--3
.jOCATION--HAMLET
REGION/COUNTY--06
RICHMOND
50050
00310
00530
00610
31616
50060
00300
TGP3B
QONTH
Q/MGD
BOD
RES/TSS
NH3-N
FEC COLI
CHLORINE
DO
CERI7DPF
LIMIT F
1.0000
F 30.00
F 30.0
NOL
F 200.0
NOL
NOL
a8/01
.9541
6.39
7.9
.19
27.2
.000
10.31
1
38/02
1.0368F
11.30
18.1
.21
29.8
.000
10.07
38/03
1.1330F
3.18
5.5
.13
16.6
.000
9.92
LIMIT F
1.0000
F 24.00
F 30.0
14.00
F 200.0
NOL
NOL
38/04
.7364
2.92
5.7
.09
18.6
.000
9.55
1
a8/05
.5381
3.15
11.2
.08
33.4
.000
8.67
38/06
.4977
.46
7.7
.14
11.7
.000
8.07
38/07
.4737
.87
4.3
.12
5.6
.000
7.72
1
98/08
.5045
.38
3.8
.06
3.9
.000
7.67
98/09
.7277
1.01
14.5
.11
8.9
.000
7.96
98/10
.7379
.35
6.3
.37
19.8
.000
8.48
1
LIMIT F
1.0000
F 30.00
F 30.0
NOL
F 200.0
NOL
NOL
98/11
5690
.00
4.2
1.11
23.3
.000
9.10
98/12
.6032
.48
7.1
1.57
4.1
.000
9.14
AVERAGE
.7093
2.54
8.0
.34
16.9
.000
8.88
1
YlAXIMUM
2.1600
30.00
44.0
4.95
600.0
LESSTHAN
11.18
1
MINIMUM
.3080
LESSTHAN
LESSTHAN
LESSTHAN
LESSTHAN
LESSTHAN
7.12
1
UNIT
MGD
MG/L
MG/L
MG/L
#/100ML
UG/L
MG/L
PASS/FAI

3KEX88/MP
12/16/1999
COMPLIANCE
EVALUATION ANALYSIS REPORT
PAGE 2
PERMIT--NC0047562
PIPE--001
REPORT
PERIOD:
9801-9812
LOC ---
E
:n�TrTmy__HAMLET,
CITY - WWTP
DESIGN FLOW--
1.0000
CLASS--3
LOCATION --HAMLET
REGION/COUNTY--06
RICHMOND
00010
00095
00400
00600
00665
00720
01027
01034
KONTH
TEMP
CNDUCTVY
PH
TOTAL N
PHOS-TOT
CYANIDE
CADMIUM
CHROMIUM
LIMIT
NOL
NOL
9.0 6.0
NOL
NOL
98/01
12.62
385.6
7.4-6.6
5.160
.1600
.0000
.0000
.0000
98/02
12.16
352.0
7.3-6.5
8.390
.2600
.0000
.0000
.0000
98/03
13.31
355.1
7.2-6.4
2.740
.2400
.0000
.0000
.0000
LIMIT
NOL
NOL
9.0 6.0
NOL
NOL
98/04
16.64
361.8
7.1-6.2
13.000
.3200
.0000
.0000
.0000
98/05
20.24
438.0
7.1-6.4
14.900
.4500
.0000
.0000
.0000
98/06
23.81
495.7
7.3-6.3
17.600
.4300
.0000
.0000
.0000
98/07
25.50
533.6
7.1-6.2
15.250
.1300
.0000
.0000
4.6000
98/08
24.88
479.0
6.8-6.1
9.170
.0500
1.2500
.0000
.0000
98/09
23.52
309.3
7.3-6.2
12.800
.2800
2.2000
.0000
.0000
98/10
20.00
349.5
7.0-6.3
8.180
.1300
.0000
.0000
.0000
LIMIT
NOL
NOL
9.0 6.0
NOL
NOL
98/11
17.00
383.6
7.0-6.2
11.600
.1000
.0000
.0000
.0000
98/12
15.20
434.9
7.1-6.2
14.800
.2400
1.2000
.0000
.0000
AVERAGE
18.74
406.5
11.132
.2325
.3875
.0000
.3833
MAXIMUM
28.40
598.0
7.470
17.600
.4500
11.0000
23.0000
MINIMUM
9.00
205.0
6.160
2.740
.0500
UNIT
DEG.0
UMHOS/CM
SU
MG/L
MG/L
UG/L
UG/L
UG/L

3KEX88/MP
12/16/1999
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3
PERMIT--NC0047562
PIPE--001
REPORT
PERIOD:
9801-9812 LOC --- E
'AGILITY --HAMLET,
CITY - WWTP
DESIGN FLOW-- 1.0000 CLASS--3
,OC,Z,TION--HAMLET
REGION/COUNTY--06
RICHMOND
01042
01051
01067
01077
01092
71900
RONTH
COPPER
LEAD
NICKEL
SILVER
ZINC
MERCURY
LIMIT
NOL
NOL
NOL
38/01
.0000
.0000
.0000
.0000
56.0000
.0000
38/02
.0000
.0000
.0000
.0000
58.0000
.0000
38/03
.0000
.0000
.0000
.0000
42.0000
.0000
LIMIT
NOL
NOL
NOL
38/04
.0000
.0000
.0000
.0000
151.0000
.0000
98/05
.0000
.0000
.0000
.0000
24.0000
.0000
98/06
18.0000
.0000
.0000
.0000
58.0000
.0000
98/07
.0000
22.8000
108.0000
.0000
16.5000
.0000
98/08
19.0000
22.8000
.0000
.0000
42.0000
.0000
98/09
16.0000
.0000
.0000
.0000
65.0000
.0000
98/10
.0000
.0000
.0000
.0000
27.0000
.0000
LIMIT
NOL
NOL
NOL
98/11
.0000
.0000
.0000
.0000
62.0000
.0000
98/12
.0000
.0000
.0000
.0000
.0770
.0000
AVERAGE
4.4166
3.8000
9.0000
.0000
50.1314
.0000
MAXIMUM
19.0000
114.0000
449.0000
151.0000
MINIMUM
16.0000
.0770
UNIT
UG/L
UG/L
UG/L
UG L
UG/L
UG L

10 d b <0 C_ V i K4vu W,
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality EcC^Ec
RGVG.1
James B. Hunt, Jr., Governor DEC 1 6 1999
Bill Holman, Secretary
Kerr T. Stevens, Director FAYETTEV:
REC.
December 13, 1999
Lee Matthews
City of Hamlet
Post Office Box 1229
Hamlet, North Carolina 28345
6TFW,A 'Ri-
1 � •
I ;
2111111�11111�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Applications No. WQ0017757
Richmond County Primary School
Sewer -Public
Richmond County
Dear Mr. Matthews:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on December 3, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr. Jon Harris for a detailed engineering review. Should there be
any questions concerning your project, the review 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 Mr. Jon Harris at 919/733-5083 ext. 371. 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 INQUIRES ON
THIS PROJECT.
Sincer ly,
Mr. Kim H. Colso E.
Supervisor, Non -Discharge Permitting Unit
cc:,Vayettevill.e Regional Office, Water Quality
Hobbs, Upchurch & Associates
1617 Mail Service Center, Raleigh North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
De artment of Environment and Natural Resources
Division of Water Quality
PUMP STATIONS, FORCE MAINS, AND GRAVITY SEWERS -�>,a� 'sj
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
15-1 4
Application Number:' 1 (to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation, individual, etc.): City of Hamlet
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)): Lee Matthews, City of Hamlet
3. Name and complete address of applicant: City of Hamlet, P.O. Box 1229
City: Hamlet State: North Carolina Zip: 28345
Telephone number: ( 910 ) 582-2651 Facsimile number: ( 910 ) 582-5815
4. Project name (name of the subdivision, facility or establishment, etc.): Sanitary sewer improvements to
Serve Richmond County Primary School
5. County where project is located: Richmond
6. Fee submitted: $ 400.00 (See Instruction C.)
7. Name and complete address of engineering firm: Hobbs, Upchurch & Associates, P.A.
290 S.W. Broad Street. P.O. Box 1737
City: Southern Pines State: North Carolina Zip: 28388
Telephone number: ( 910 ) 692-5616 Facsimile number: ( 910 ) 692-7342
8. Name and affiliation of contact person who can answer questions about application:
Lee Humphrey, Project Manaeer
II. PERMIT INFORMATION:
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number N/A and the issuance date
3. Applicant is: X public (See Instruction G; skip to item IIA.); private
If private, units (lots, townhomes, etc.) are: leased (Skip to item II.4.); sold
If sold, facilities owned by a: public utility (See Instruction H.);
homeowners' association/developer (See Instruction I.)
4. If project disturbs more than one acre, provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources for approval: December 01, 1999
5. If project includes any stream or wetland crossings, provide date when Nationwide 12 or 404 permit was
submitted for approval: N/A
6. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 213 .0200
(e.g., Neuse River basin buffer rules): N/A
FORM: PSFMGSA Instructions 10/99 Page 3 of 6

III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school, subdivision,
hospital, commercial facility, industry, apartments, condominiums, etc.): School
2. Volume of wastewater generated by this project: 9000 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): 600 student/teachers x 15
gal/person = 9000 gal/day
4. Nature of wastewater: 100 % Domestic/Commercial; % Industrial;
Other waste - specify:
5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility: N/A
b. If a pretreatment permit is required, has one been issued? N/A Yes No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: Proiect consists of approximately 6,741 LF of 6" Force Main, 2,073
eravity sewer with seven (7) manholes, one (1) 180 GPM Pumn Station
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction J.):
Citv of Hamlet Wastewater Treatment Plant
3. WWTF permit number: NC0047562
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See Instruction
J.): N/A
5. Permit number(s) for sewers immediately downstream: WO0016822
6. Pipe diameter of sewers immediately downstream: 8" PVC
7. Engineering evaluation of downstream sewers' ability to accept the wastewater from this project (See
Instruction K.) is provided on page 5 of the calculations.
8. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
8
2,073
bOW
9. Does the subject gravity sewer collection system comply with the Gravity Sewer Minimum Design Criteria
and 15A NCAC 2H .0200? X Yes; No. If no, please identify criteria and explain:
FORM: PSFMGSA Instructions 10/99 Page 4 of 6

V. PUMP STATION INFORMATION (Complete Page 5 of 6 for each pump station included in this project.)
1. Pump station number or name: Pump Station No. I
2. In accordance with 15A NCAC 2H .0219(h)(3), describe the measures that are being implemented to prevent
impacts on downslope surface waters should a power failure occur at this pump station (See Instruction L.):
A permanent generator will be located at this pump station site.
3. Design flow of the pump station: .009 million gallons per day
4. Operational point(s) of the pump(s): 180 gallons per minute at 94.24 feet total dynamic head (TDH)
5. Number of pumps provided (15A NCAC 2H .0219(h)(2)): 2
6. Number of pumping cycles at average daily flow (15A NCAC 2H .0219(h)(2)): 5 cycles per hour
7. For extended travel times (greater than 24 hours) or if appropriate pumping cycles are not met, describe odor
and corrosion control measures taken: Odor control measures may be taken as necessary when construction
start-up begins by the City of Hamlet. If necessary, a Drip Hydrogen Peroxide System shall be installed.
8. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Sheet Number of the
Plans
Page Number in the
Specifications
Alternate Power Source:
Portable Generator (telemetry and receptacle required)
On -Site Generator (automatic transfer switch required)
10,11
Wet Well Vented with Screen
10
Fillets in Wet Well
10
Check Valves and Gate Valves
10
Security Fencing
10
Lockable Wet Well Cover and Dead Front Control Panel
10
Area Light
11
110-Volt Electrical Convenience Outlet
11
High Water Alarms:
Audible Alarm
Visual Alarm
Auto-Dialer/Telemetry
10
10
Non -Corrosive Guide Rails/Lift Chains
10
All -Weather Access Road
10,5
9. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (hoist, odor control equipment, etc.): Hoist to be provided by the city of Hamlet as needed.
10. a. 100-year flood elevation: 290 MSL feet mean sea level
b. Finish grade elevation of the pump station: 369.50 MSL
c. Measures taken to protect the pump station against flooding (15A NCAC 2H .0219(h)(6)): N/A
FORM: PSFMGSA Instructions 10/99 Page 5 of 6

i t . Summary of FORCE MAIN to be permitted, by diameter and length:
Diameter
(inches)
Length
(linear feet)
High Elevation
(feet)
Discharge Elevation
(feet)
Pump -Off Elevation
(feet)
FM-1 - 6"
6,741
427
404.50
359.30
I
I
i
i
i
12. Station location of air -release valves (15A NCAC 2H .0219(i)(2)(L)): Station 51+00
Note: Air -release valves must be provided at all high points along the force main where the elevation
difference exceeds 10 feet.
Professional Engineer's Certification:
I, Michael C. WicKer attest that this application for Sanitary sewer improvements to
serve Richmond County Primary School has been reviewed by me and is
accurate, complete and consistent with the information supplied 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 and Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996. 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. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
I, Lee Matthews, City Manager, attest that this application for Sanitary sewer improvements to serve Richmond
County Primary School 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 to me as incomplete. Note:
In accordance with NC General Statutes 143-215.6A and 143-215.613, 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.
Signature: Date: /V'�'
FORM: PSFMGSA Instructions 10/99 Page 6 of 6

KNVv.G7. 1777 b:4t)t M N ;nLK' f MENTRL MGMTC �'N0.239 f'P.2i3
Jv.-. ice.// 1•.emu.. - _. ..
State of North Carolina
Department of 'Environment and Natural Resources
Division of Water Quality DECEIVE
WATERSHED CX.ASSIFICATION ATTAC
Any changes made to this form will result in dw application belt retwpd2 4 1999
(TffIS FOItMW FBE PHOTOCOPIED FOR USE AS"0J fGArAL) FAYETTEVILLE
REG. OFFICE
INSTRUCTIONS;
To detwmiae the classification of the watez hed(s) in which the subject project will be lomlcd, you ere required to
submit this form, wick IMU 1 throagh I completed, to the approptiato Division of Water QaRft Regional Office
Warr Quality Supervisor (see Page 2 of 2) prior to submittal of the applicadon for review. At a minimum, you must
include an 2.611 by 11" copy of the portion of a 7S-minute USGS Topographic Map that chows the avrfam water
immodiatetyy downslope of the project You must identify the location of the project and the closest downalope
ctuihce waters (waters for which you are requesting the classification) on the submitted map copy. If the Facility is
located in the Neese River Basin, also include a copy of the soil survey map for die project location. The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal.
1. Applicant's name (name ofthe municipality, corpore4m individual, etc.): Ott of HIMIlet
2. Name and complete address of applicant -P.O. Box 1229
city: HAMut State: NC Zip: 29345
Telephone number: 910) 582-2651 Facsimile onmber ( 910 )582.5)15_,�
3. Project r=e (nano of the subdivision, facility or eMbKlh=nt, etc.):
S tutu sewer " vements to serve Ri ft0nd County rimM-School
4. County where prgjeot is located: Ri*mmd
5. Nsme(s) of closest surfm waters: South Prom Faftz C=X
6, River basins) in which the project is located: Pee Dee River Brim -
7. Topographic map name and date: USGS - Haomlet,,Nordr Cam ' n (1982 nhote revised)
S. Nm1h Carolina Professional Engineer's seal, signme, and date:
TO: REGIONAL OFFICE WATER QUALITY WFERVLSOR
Plane provide Me with the classifMsa m(s) of the surface vat=, wstershed(s), and appropriate river basio(s) where
Owe activities will occur, as identified on the attached map segment:
Name(c) of surface waaors and river basin(s):..6L10 PrM g - - Pa Dee River Basin
ClassifieWwa(a) (as established by the EMC): _ A4 C C1eac C
Proposed clessificaiion(s), if applicable: NIA
River basin buffer rules, if applicable:
S4pst= of regional office pe:samnel: _ � Ire ..., to r— Date- h- IS g 21
FORM: WSCA 10/99 Page 1 of 2

. "� .'��'���� p••+�� II LI lV 1fCV111"ILI1I h'7L I'IUI'II
E�iNR - ENVIRON M?nL *nGi2 n
nu. ed'i tr..3id
. 3 .Q300
.0309 Y11DM-PEB DER MM BUN
Classification
Acme of stream
Description
Class
Date
index No.
Lake, Great Falls Pond)
to Hitchcock Creek
Baldwin Pond
Entire pond and connecting stream to
C
8/3/92
13-39-12-10.5
Hinson Lake, FAQ Creek
south Prong Falling Meek
From source to Palling Creek
C
9/l/74
13-39-12-11
Ormsby Lake
Entire lake and connecting stream to
C
9/1/74
13-39-12-11-1
South Prang Falling Creek
Kinsman Lake
Entire lake and connecting stream to
C
9/1/74
13-39-12-11-2
South Prong Falling Creek
Cox pond
Entire pond sad connecting ¢treaty to
C
9/l/74
13-3�-12-11-3
south Prong Falling Creek
Nurpbys Pond and Lees
Entire ponds and connecting Stream
C
9/1/74
13-39-12-11-4
Pond
to south Prang Falling Cradle
Garbs Pond
Entire pond and connecting stream to
C
9/1/74
13-39-12-11-5
South Prong Falling Creek
Beaverdam Branch
From source to Sokith Prang Falling
C
9/l/74
13-39-12-11-6
(SalamB Pond)
Creak
Jennies Branch
From source to Hitchcock Creek
C
9/1/74
13-39-23
Rey Bich
From source to Hitchcock Creek
C
9/1/74
13-39-14
Solomons Creek
From source to Poe We River
C
9/1/74
13-40
Black Branch
From aon = to Solaces Creek
C
9/1/74
13-9D-1
Cape Fear Branch
From source to Salomon Creek
C
9/1/74
13-40-2
Spuds Creek
pram source to Solamkms Creek
C
9/1/74
13-40-3
Watery Branch
From Wore to Speeds Creak
C
9/1/74
13-10-3-1
Baogetts Creek.
From source to Speeds Creek
C
9/1/74
13-40-3-2
Little Crook
From acorce to Pee Dee River
C
9/1n4
13-C
Jouns Creek
From source to Pee Dee River
C
7/1/73
13-42
North Fork Jems Creek
From source to a point 1.0 mile
WS-n
8/3/92
13-42-1-(0.1)
downstream of lnson cmmty A 1122
North Fork Jones Creek
From a point 1.0 mila &NMtream of
WS-11 CA
(City Pond)
Eason County SR 11M to Wadesboso
Water Supply intake
Borth Fork Jones Creek
From Wadesboro hater Simply Intake
C
9/1%/4
13-42-1-(0.5)
to Jones Creek
Lampley Branch
Frain source to Barth Fork Jonas Creak
C
9/1/74
13-42-1-1
Red River Branch
From source to North bask Jones Creak
C
9/1/74
13-42-1-2
Bailey Creek
From source to North Fork Jones Creek
C
9/1/74
13-42-1-3
Brash Fait
Fri source to Bailey Creek
C
9/1/74
13-42-1-3-1
Data Creek
From source to Brash Fork
C
9/1/74
13-42-1-3-1-1
Lake Kuon
Entire lake and connecting stream
C
9/1/74
13-42-1-3-1-2
to Brush Fork
Ready Fork
From source to Bey Creek
C
9/1/74
13-42-1-3-2
South Forst Jones Credo
From aooroe to domes Creek
C
9/1/74
13-42-2
Lick Branch
From sourca to South Fork Jones Creek
C
9/1/74
13-42-2-1
Riddle Fork Jones Creak
From source to South Fork Jones Creek
C
9/1/74
13-42-2-2
Childs Branch
From source to Kiddie Fork Jam
C
9/1/74
13-42-2-2-1
Creek
Onm Branch
Frain sonxce to Kiddie York Janes
C
9/1/74
13-42-2-2-2
42