WQ0016336_Application_19990113

I
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Tommy M. Combs, City Manager
City of Clinton
221 Libson Street
Clinton, North Carolina 28329
k4 C D EN R
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 13, 1999 RECEIVED
AM 14 1999
rAYE I 1 EVILLE
/ C, 5- 3 0
Subject: Application No. WQ0011=
Sir Clinton Apartments
Sewer -Public
Sampson County
Dear Mr. Combs:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 11, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr. Ron Palumbo 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 Mr. Ron Palumbo at 919/733-5083 ext. 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 INQUIRES ON
THIS PROJECT.
Sin erely,
I�1-k4J
}-Mr. Kim H. Colson; P. .
Supervisor, Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
The Wooten Company
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
RV-
C-4

MEMO TO: State Review Group Division of Water Quality
FROM: Ricky Revels Rj.� Rom- Fayetteville Regional Office
SUBJECT: Procedure Four (4) February 26, 1999
WQ0016336 (Modification) ' Date
Sir Clinton Apartment
Sewer Extension -Public
City of Clinton
Sampson County
State Review Group Review
Engineer Ron Palumbo
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
City of Clinton - Larkin WWTP
2) WWTP design capacity 5.0000 MGD
3) NPDES Permit No. NCO020117 Expiration Date: 07/14/2001
4) Compliance Information:
Present treatement plant performance for previous —12_ months, beginning
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
*0 GPD
domestic X industrial other
6) Volume from previously approved projects not yet tributary to WWTP:
-0- GPD
7) Regional
Recommendations: Approval X Denial
* 15,840 gallons per day has been established as existing flow, no new flow being added.
/rr
Enclosure

GKEX88/MP
02/22/1999
COMPLIANCE EVALUATION
ANALYSIS
REPORT
PAGE 1
PERMIT--NC0020117
PIPE--001 REPORT
PERIOD:
9801-9812
LOC
--- E
FACILITY--CLINTON,
TOWN OF - WWTP
DESIGN FLOW--
3.0000
CLASS--4
LOCATION--CLINTON
REGION/COUNTY--06
SAMPSON
50050
00310
00530
00610
31616
50060
00300
TGP3B
MONTH
Q/MGD
BOD
RES/TSS
NH3+NH4-
FEC COLI
CHLORINE
DO
CERI7DPF
LIMIT F
5.0000 F
10.00
F 30.0
F 1.90
F 200.0
NOL
NOL
98/01
3.1663
1.14
2.7
.01
62.2
.000
7.33
98/02
3.7253
2.27
4.2
.02
46.6
1.900
7.16
98/03
3.7047
2.61
3.6
.01
24.1
.000
7.42
LIMIT F
5.0000 F
5.00
F 30.0
F 1.00
F 200.0
NOL
NOL
98/04
3.2643
1.67
1.9
.00
4.8
.000
7.22
98/05
2.8234
1.45
1.9
.00
3.0
.000
7.32
98/06
2.7403
1.57
2.4
.00
6.7
2.000
6.93
90
98/07
1.9921
3.18
5.5
.67
11.9
1.090
6.87
98/08
2.2659
2.64
7.7
.46
16.0
.523
7.14
98/09
2.3383
3.03
5.4
.09
21.1
2.095
6.80
98/10
1.9380
1.81
2.8
.01
3.2
.909
7.13
LIMIT F
5.0000 F
10.00
F 30.0
F 1.90
F 200.0
NOL
NOL
98/11
1.8803
1.40
3.8
.00
2.0
.000
7.17
98/12
1.9747
4.31
7.5
.01
4.0
2.285
7.32
90
AVERAGE
2.6511
2.25
4.1
.10
17.1
.900
7.15
90
AAXIMUM
6.1910
14.00
40.5
8.55
88800.0
17.000
9.40
90
MINIMUM
.9510 LESSTHAN
.6
LESSTHAN
LESSTHAN
LESSTHAN
6.00
90
UNIT
MGD
MG/L
MG/L
MG/L
#/100ML
UG/L
MG/L
PASS/FAI

GKEX88/MP
02/22/1999
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE 2
PERMIT--NC0020117
PIPE--001
REPORT
PERIOD:
9801-9812
LOC
--- E
FACILITY--CLINTON,
TOWN OF - WWTP
DESIGN FLOW--
3.0000
CLASS--4
LOCATION--CLINTON
REGION/COUNTY--06 SAMPSON
THP3B
00010
00095
00400
00600
00665
00720
01042
MONTH CER7DCHV
TEMP
CNDUCTVY
PH
TOTAL N
PHOS-TOT
CYANIDE
COPPER
LIMIT NOL
NOL
NOL
9.0 6.0
NOL
NOL
NOL
98101
17.61
976.1
7.1-6.4
15.440
5.3000
.0000
10.5000
98/02
17.00
827.7
7.0-6.3
20.900
3.7900
.0000
12.3333
98/03
18.35
848.4
7.1-6.5
23.440
3.7300
.0000
5.5000
LIMIT NOL
NOL
NOL
9.0 6.0
NOL
NOL
NOL
98/04
21.33
1019.7
7.2-6.7
16.800
3.6400
.0000
8.5000
98/05
24.32
992.2
7.3-6.6
19.860
5.3700
1.2500
11.6666
98/06
27.90
1219.3
7.4-6.4
25.820
4.0500
.0000
10.5000
98/07
29.61
1337.0
7.4-6.5
25.950
3.2900
.0000
9.0000
98/08
28.70
1404.9
7.4-6.6
32.360
3.4000
.0000
19.3333
98/09
28.06
1357.5
7.4-6.6
32.400
4.2400
1.2000
12.5000
98/10
24.32
1522.6
7.4-6.4
35.420
3.2600
.0000
11.5000
LIMIT NOL
NOL
NOL
9.0 6.0
NOL
NOL
NOL
98/11
21.36
1765.5
7.5-6.9
59.630
3.2300
1.7500
10.0000
98/12
18.77
1544.2
7.6-6.9
41.360
5.1200
.0000
10.0000
AVERAGE
23.11
1234.5
29.115
4.0350
.3500
10.9444
MAXIMUM
31.00
1882.0
7.630
59.630
5.3700
7.0000
24.0000
MINIMUM
13.00
527.0
6.340
15.440
3.2300
5.0000
UNIT PERCENT
DEG.0
UMHOS/CM
SU
MG/L
MG/L
UG/L
UG/L

3KEX88/MP 02/22/1999
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3
PERMIT--NC0020117 PIPE--001 REPORT PERIOD: 9801-9812 LOC --- E
FACILITY--CLINTON, TOWN OF - WWTP DESIGN FLOW-- 3.0000 CLASS--4
LOCATION--CLINTON REGION/COUNTY--06 SAMPSON
01092
KONTH ZINC
NOL
98/01 19.5000
98/02 25.6666
98/03 19.5000
LIMIT NOL
98/04 20.5000
98/05 26.3333
98/06 27.0000
98/07 37.0000
98/08 52.6666
98/09 34.5000
98/10 32.5000
LIMIT NOL
98/11 26.0000
98/12 42.5000
AVERAGE 30.3055
MAXIMUM 64.0000
MINIMUM 18.0000
UNIT UG/L

�w
•
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management RECEIVED
Non -Discharge Permit Application WATEIRCt!a1TYScCT10N
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN 0NIN )
99
GRAVITY SEWER EXTENSION, ischarrge Parmitting
PUMP STATIONS, AND PRESSURE SEWV
1. GENERAL INFORMATION:
SOC Project: Yes, No.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.);
City of Clinton
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Tommy M. Combs. City Manager
3. Mailing Address: 221 Lisbon Street. PO Box 199
City: Clinton State: NC Zip; 28329
Telephone Number. ( 919 1 592-1961
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project name
on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
Sir Clinton Apartments Pump Station Replacement
5. Application Date: December 18, 1998 6. Fee Submitted: $ 400.00
6. County where project is located: Sampson
II. PERMIT INFORMATION
1. Application No. (will be completed by DEM):
2. Specify whether project is: q new; modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number
and the issue date
4. Specify whether the applicant is public or private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 % Domestic/Commercial; % Industrial;
% Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospital,
commercial, industrial, apartments, etc., 66 Unit Apartment Complex
3. Indicate any parameter(s) (and their concentration) that will be greater than normal domestic levels; N/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility? N/A
5. 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, when will one be issued:
FORM: GSPSA 06/94 Page 1 of 8

• 6. Volume of wastewater generated b this project 15.840*
8 Y Proj gallons per day.
* Estimated existing flow
7. Explanation of how wastewater volume was determined 66 units at 240 gpd (2 br/unit (@ 120 gpd/br)
IV. DESIGN INFORMATION
1. Brief project description; Replacement of existing Dumb station with new duplex submersible pimps and wet well
2. Name of wastewater treatment facility receiving wastewater. Norman H. Larkin Treatment Plant
a. Facility Permit Number: NC 0020117
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater.
Pump station replacement. Existing sewage discharge remains unchanged.
c. Permit Number for sewers immediately downstream: Unknown
d. Pipe diameter of sewers immediately downstream: 8-inch
3. Summary of GRAVITY SEWER to be permitted, by diameter, length and pipe material: N/A
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20%. The anchor spacing shall be a maximum of 36 foot
separation for slopes of 21% to 35%; 24 foot separation for slopes of 36% to 50%; 16 foot separation for slopes greater than
50%.
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?
5. Maximum length of sewer between manholes: linear feet.
6. This sewer line segment occurs between manhole no. and manhole no.
FORM: GSPSA 06/94 Page 2 of 8

7. Does the owner/operator have the ability to clean this length? Yes No. For sewer reach lengths greater
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include the
equipment specifications.
8. Sewers, subject to existing or planned traffic bearing loads? Yes No. 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 feet (provide for se (p parations> or =2.5)
10.Identify (by manhole number) those manholes that have drop connections;
11.Maximum allowable infiltration/exfiltradon test rate, GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12.Minimum separation distances as shown on the plans and addressed in the specifications. If a, b, or c below is no, explain in
an attachment (This section must be completed for all collection systems including force mains and pressure sewers):
a) 100 ft. horizontal separation from wells or other water supplies? Yes No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? Yes No
c) 10 ft. horiz. sep. from water mains or 18 in. vertical sep. (water over sewer) or ferrous pipe specified? Yes No
13.Are manholes subject to flooding? Yes No. If Yes, are manhole rim elevations 1 foot above 100-year flood level
(100 year flood elevation should be indicated on plans)? Yes No; Or, are the manholes watertight vented 1
foot above the 100-year flood elevation and vented every 1,000 feet (should be shown on plans)? Yes No.
14.Identify (by manhole number) those manholes that are vented:
15. 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 the stream flow crossings are located:
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous material
pipe be specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both the 25-year. .
flood elevation and the 100-year flood elevation should be indicated on the plans.
16.Sewers may not be installed in WS-1 watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes _ 4 No.
FORM: GSPSA 06/94 Page 3 of 8

V. PUMP STATION INFORMATION
1. Pump Station No. or Name: Sir Clinton Apartments (A separate page 4 of 8 should be submitted for each pump station)
2. Name of closest downslope surface waters: Beaverdam Run
3. Classification of closest downslope surface waters: C SWAOnnP (as established by the Environmental Management
Commission & specified on sheet 5 of 8 of this application).
4. In accordance with 15A NCAC 2H .0219 (b)(3), describe the measures that are being implemented to prevent impacts on
downslope surface waters, should a power failure occur at this pump station. NOTE: Alternative power MUST be addressed for
every pump station in accordance with the above regulation Duplex submersible pumps with alarms and
telephone dialers and n4rtable generator
5. What size pumps are provided 100 GPM, and how many? 2
6. What is the design total dynamic head? 32 feet.
7. How many pumping cycles will occur at average day flow? 2 cycles per hour.
NOTE: 15A NCAC 2H .0219 (b)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
8. The following items are typically required in the design for pump stations. Check the appropriate blank to signify that these
items bm been provided in the design plans and specifications:
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
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm (one choice may be specified) Audible and Visual �_ Auto Dialer
9. Summary of FORCE MAIN or PRESSURE SEWER to be permitted, by diameter, length and pipe material.
Diameter
Length
Pipe
High
Low
Minimum
Maximum
Minimum
(in)
(linear feet)
Material
Elevation
Elevation
Velocity
Velocity (fps)
Cover (in)
(ft)
R
(fps)
4
1,750
D.I.
** 98.52
** 95.67
2.55
2.55
48"
* Existing 4-inch force main. ** Assumed elevations
10. Are air release valves provided at all high points along the force main (must be provided where the elevation difference exceeds
10 feet)? Yes 4 No.
11.Is the pump station subject to flooding? _ Yes, No. If Yes, what measures are being taken to protect against flooding?
12.If subject to flooding, specify the 100-year flood elevation: Feet MSL
13. Are there existing or planned pump stations downstream of this station? Yes 4 No. If Yes, the engineer shall
evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluation as an
attachment to this application.
FORM: GSPSA 06/94 Page 4 of 8

This form must be completed by the appropriate DEM regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you are required,
prior to submittal of the application package, to submit this form, with items 1 through 7 completed, to the appropriate
Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). 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 location of these sewers
and the downslope surface waters in which they will be located. Identify the closest downslope surface waters on the attached
map copy. Once the regional office has completed the classification, reincorporate this completed page and the topographic
map into the complete application form and submit the application package.
1. Applicant (specify name of the municipality, corporation, individual, etc.): City of Clinton
2. Name & complete address of engineering firm: The Wooten Company
120 N. Boylan Avenue
Ralei¢h. NC 27603
Telephone number. ( 919 ) 828-0531
3. Project name: Sir Clinton Apartments Pump Station Replacement
4. Name of closest downslope surface waters: Beaverdam Branch
5. County(ies) where sewers and surface waters are located Sampson
6. Map name and date Clinton. North Carolina: 1986
7. NC Professional Engineer's Seal, Signature, and D ``N ""`'`'�•
8 '
''•, '• ?'er �; EEC �v ;:
F
' ����'',. T .0 • KEN O'��,
TO: REGIONAL WATER QUALITY SUPERVISOR��''suIlwO,%`r
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the
attached map segment nn
Name of surface waters: 2ft. r.c 1-
Classification (as established by the Environmental Management Commission): C
Proposed classification, if applicable:
Signature of regional office personnel: ��PDate: 12 - 3o -s;r
FORM: GSPSA 06/94 Page 5 of 8

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 one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under the
signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two (2) 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, 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 fast page of the specifications must be signed and sealed. Two (2) copies of the existing permit
if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and
specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
c. Two 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 NC Professional Engineer.
d. The appropriate permit processing fee in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelegated municipalities is $400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is $200. Name changes without other modifications are $100.
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. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
g. A properly executed Operational Agreement (original and two copies - form provided by DEM) 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.
h. The downslope surface waters classification must be determined by the appropriate DEM regional office using page 5 of 8 of
this form prior to the submittal of the application package to the Water Quality Permits and Engineering Unit. Once the
regional office has completed the classification, page 5 of 8 should be reincorporated into the application package and the entire
application package may then be submitted to Water Quality Permits and Engineering Unit.
i. A cover letter, which briefly describes the project should be included with each application package. If necessary for clarity, feel
free to include attachments to the application form. Such attachments will be considered as part of the application and should
be numbered to correspond to the section to which they refer.
j. All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORM: GSPSA 06/94 Page 6 of 8

Name and Complete Address of Engineering Firm: The Wooten Company
120 N. Boylan Avenue
City: Raleigh State: NC Zip: 27603
Telephone Number. ( 919 1 828-0531
Professional Engineer's Certification:
I, Luke T-L Kwong , attest that this application for Sir Clinton Apartments Pump
Station Replacement
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 proportions 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 Seal, Signature and Date:
1 J 11111/J�J''
-2
.',JJJJJllllllll�,,,
Applicant's Certification:
RECaIVEDI
WAT rZ C'V iiT"
FJAN 1 1 i999
Non-Cisc"mga Permitting
I, Tommy M. Combs . attest that this application for Sir Clinton
Apartments Pump Station Replacement
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 turned to me as incom ete. O
Signature
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
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: GSPSA 06/94 Page 7 of 8

'DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Buck-,
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort
Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Moorsville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region, WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Mecklenburg
Brunswick New Hanover
Bladen
Robeson
Cabar us
Rowan
Carteret Onslow
Cumberland
Richmond
Catawba
Stanly
Columbus Pender
Harnett
Sampson
Gaston
Union
Duplin
Hoke
Scotland
Bedell
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Sunry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: GSPSA 06/94 Page 8 of 8

PUMP DESIGN - THE WOOTEN COMPANY,
LOCATION: C1 i nton , North Carolina
APPLICATION: Sir Clinton Apartments P.S.
TYPE PUMP TO BE USED: Submersible
DATE: December 18, 1998
TWC #: � 2059-BN
DESIGNER: W.A.S.
CIRCLE ONE:
Preliminary -(Final } Shop Drawing
esign onsi era. ons. "
Elm Condition
1. Ql= MGD, 100 ; GPM, for existing sewage discharge
Q2= MGD, GPM, for
Q3= MGD, GPM, for
2.
3.
4.
5.
OTHERS: 0 check block and use additional sheets.
i,lSO �,F, 4I' F H Ex�ST. MH , wv. 98.52
SKETCH OF INSTALLATION (Ex►SriN E1) —
100 _r
----
Bs PROPOS • PIuM - T►oN i�v
alrnlatinne nn attarhPii ehr+Ptlel C SSUMEO 'Et�V. _
Summary:
Static Head: Suction Discharge 10.17 TSH 10.17
Friction Head: Suction Discharge 0.10 Force Main 21.39 TFH = 21.49
Suction Lift: Tpg = 31.66
Horsepower Required: 3.0 Use TDH of 32 @ 100.0 GPM.
Pump Selected: ABS - AFP 1 (3°) , Duplex Operation

TECHNICAL DATA SECT. 200 SERIES AFP 1 TAB Y OPEN CB
STANDARD & EXPLOSION PROOF MODEL AFP 0941 4P PG. 1.11
PUMP UAIA
HYDRAULIC
AFP 0841
IMPELLER
A
3
2
1
SOLID SIZE -INCHES
3
3
3
3
IMPELLERDIA mm
153
161
177
197
WK=LB-FT' (WITH WATER)
.31
.38
55
.69
IMPELLER WEIGHT LBS.
7.7
8.8
10.0
10.5
MINIMUM FLOW GPM
MAXIMUM SUBMERGENCE
Sol 55
65 FEET
60 65
MAXIMUM FLUID TEMPERATURE
1 400C 1041
hUl'EKLALS VL- LUIVOIRULlJUIV
MOTOR HOUSING
CAST IRON - ASTM A48 CLASS 40
OIL CHAMBER
CAST IRON - ASTM A48 CLASS 40
SEAL PLATE
CAST IRON - ASTM A48 CLASS 40
IMPELLER
CAST IRON - ASTM A48 CLASS 40
VOLUTE
CAST IRON - ASTM A48 CLASS 40
BOTTOM PLATE CB
CAST IRON - ASTM A48 CLASS 40
CABLE ENTRY CASTING
CAST IRON - ASTM A48 CLASS 40
UNCTION BOX
CAST IRON - ASTM A48 CLASS 40
WATER JACKET
CAST IRON - ASTM A48 CLASS 40
PUMP AND MOTOR SHAFT
EXTERNAL HARDWARE
42OSS
316SS
'O"RINGS
CABLEGLANDS
UPPER BEARING
LOWER BEARING
TANDEM I-OWER
BUNA"N" NITRILE
BUNA"N" NITRILE
SINGLE ROW BALL PERMANENTLY LUBRICATED
DOUBLE ROW ANGULAR CONTACT PERMANENTLY LUBRICATED
SILICON CARBIDE ON SILICON CARBIDE
MECHANICALSEAL
UPPER
TOOL STEEL ON CARBON
MOTORS
MOTOR
M15/4-11
M22/4-11
M22/4-11
M25/4-11
BHP
2.0
3.0
3.0
3.4
PHASE
3
3
3
3
RPM
1780
1780
1780
1780
POWERCABLE
SOW A,SOW,MSHA
CONTROLCABLE
INCLUDED IN POWER CABLE
CABLE OD INCHES
.75
.75 .75
.75
CABLE, STANDARD LENGTH
30 FEET
MOTOR THERMAL
PROTECTION ILEAKAGE
MAX STATOR TEMPERATURE
INSULATION CLASS
VOLTAGE TOLERANCE t
BIMETALLIC SWITCHES IN EACH PHASE
DI MOISTURE DETECT
155°C
F
10%
QMN INUaSEAL OIL CHAMBER
BIMETALLIC TEMP SETG
NEMA DESIGN TYPE
MOTOR ENCLOSURE TYPE
140°C 5°C
B
SUBMERSIBLE
UNIT WEIGHT PUMP ANU MUL
STANDARD
Va (LOJJ
172
176
176
184
EXPLOSION PROOF
176
180
180
188
ADDFORWATERJACKET
26
26
26
26
ADD FOR JUNCTION CHAMBER
16
16
16
16
ALLt.')DVfUr,D
GUIDE RAILBASE STANDARD
6232517
DISCHARGE ELBOW
3"x3"
40511003
GUIDE RAIL BASE EX
4059130-22
DISCHARGE ELBOW
3"x4"
4059444Y-03
DRY PIT STAND
4055021Y
SUCTION ELBOW
3"x4"
4053403
SUCTION ELBOW
4"x4"
4053404
Revision 6/1/96
140 Pond View Orive
A,$ Meriden, CT06450-7156
_� wmparry In the Cardo Group