WQ0011540_Application (FTSE)_19950913

MEMO TO: State Review Group Division of Environmental
Management
Fayetteville Regional
Office
FROM: Ricky Revels
Environmental Technician :IV
SUBJECT: Procedure Four (4)
WQ0011540
Little River Interceptor #3
Sewer Extension - Public
Town of Spring Lake
Cumberland County
10/04/94
Date
State Review Group Review
Engineer Rick Moore
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Spring Lake Regional WWTP
2) WWTP design capacity 1_5 MGD
3) NPDES Permit No.: NC0030970 Expiration Date: 05/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 9/94
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 5.625 GPD
domestic
75% ; industrial ; other 25%
6) Volume from previously approved projects not yet tributary to
WWTP 0 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

;KEX88/MP
. ..
COMPLIANCE EVALUATION ANALYSIS REPORT
iO/O3/95
PAGE i
PERMIT--NC0030970 PIPE--00i REPORT PERIOD: 9409-9508 LOC--- E
7��ILITY--%PRING LAKE WWTP, TOWN OF DESIGN FLOW-- 1.5000 CLASS--3
"�
'u�ATION--%PRING LAKE REGION/COUNTY--06 CUMBERLAND
58050 0000 00530 006i8 31616 50060 80300 TGP3B
IONTH Q/MGD BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE DO CERI7DPF
'IMIT F 1.5000 F 28.00 F 30.0 18.00 F 200.0 NOL NOL Not..
/4/09 .9968 3.i7 2.6 .08 19.1 20.428 7�33
/400 .8611 3.42 2.0 .i0 . 56.1 223.809 7.34
'IMIT F i.5800 F 30.00 F 30.0 NOL F 200.8 NOL NOL NOL
/4/11 .803 3.90 4.4 .i0 97.1 126.05 8.25 i
/402 .8112 7.76 12.3 .03 133.3 248.500 8.88
/5/01 .9829 8.34 10.6 8.34 55.2 280.080 9.47
/5/02 i.i237 8.34 5.2 .03 i3i.6 260.000 9.87 i
/5/03 1.1424 6.81 5.7 .05 i44.9 295.652 9.21
.IMIT F 1.5000 F 28.00 F 30.0 8.80 F 200.0 NOL NOL Not..
/5/04 .8164 5.92 8.6 .09 64.3 305.263 9.i8
15/05 .7522 6.05 ii.0 .03 64.0 327.272 7.84 i
15/06 i.16i2 5.34 9.9 .06 53.6 259.090 7.5i
i.i826 6.46 i2.8 .04 100.7 i70.000
,VERAGE .9683 5.95 7.7 .81 83.6 25i.575 8.38 i
iAXIMUM 2.5850 4i.60 97.0 31.40 460.0 500.000 12.60 i
ONIMUM .6i70 i.18 i.O LE%%THAN i.0 100.000 5.90 i
411IT MGD MG/L MG/L MG/L 0000ML UG/L MG/L PA%%/FAI

GKEX88/MP
"
COMPLIANCE EVALUATION ANALYSIS REPORT
i0/03/95
PAGE 2
PERMIT--NC0030970 PIPE--001 REPORT PERIOD: 9409-9508 LOC--- E
FCILITY--SPRING LAKE WWTP, TOWN OF DESIGN FLOW-- 1.5008 CLASS--3
L.CATION--SPRING LAKE REGION/COUNTY--06 CUMBERLAND
800i0 00400 00600 00665
MONTH TEMP PH TOTAL N PHO%-TOT
LIMIT NOL 9.0 6.0 NOL � NOL
94/09 21.90 7.3-7.0 2.900 6700
9400 15.66 7.3-6.9 5.00 .7200
LIMIT NOL 9.0 6.0 NOL NOL
94/ii 17.26 7.4-6.9 4.270 i.3300
f4/12 14.05 7.3-6.6 6.430 .7738
95/Oi 12.55 7.1-6.5 5.720 .8640
95/02 10.25 6.9-6.4 15.500 i.458O
/5/03 13.52 7.5-6.5 i2.i00 i.0808
-IMIT NOL 9.0 6.0 NOL NOL
?5/04 16.57 7.6-7.0 i0.900 i.8200
/5/05 20.04 i.9i8 i.9i0O
15/06 7.4-6.9 8.160 .9800
15/07 24.65 7.4-6.9 4.680 1.390O
\VERAGE i7.i9 --.... 7.116 1.i807
\AXIMUM 26.00 7.700 15.508 i.9i00
ONIMUM 8.O0 6.480 i.9i0 .67O0
}NIT DEG.0 %U MG/L MG/L

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Arc"A
CoEHNR
September 13, 1995
MR RICHARD P. HIGGINS
TOWN OF SPRING LAKE
300 RUTH STREET - PO BOX 617
SPRING LAKE, NORTH CAROLINA 28309-0617
Dear MR HIGGINS:
Subject: Application No. WQ0011540
Little River Interceptor #3
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 12, 1995. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Rick Moore for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
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 Rick Moore at [phone] extension 527. If the engineer
is unavailable, you may leave a message on their voice mail and they will respond promptly. Please
reference the above application number when leaving a message.
Sincerely,
cc: Fayetteville Regional Office
The Rose Group, Inc.
C
Carolyn McCas
Supervisor, State Erigineerin
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535
SEP 19 1995
i ENV. MANAGEMENT
MAYET(EVILLE REG. OFFICE
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
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): Town of Spring rake
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Richard P. - Higgins , gown Supervisor
3. -Mailing Address: 300 Ruth Street - P.O. Box 617
City: Spring Lake
State: N.C. Zip: 28309-0617
Telephone No.:.( 910 ) 436-0241
4. Project Name (subdivision, facility, or establishment name - should be consistent with 7
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Little River Sanitary. Sewer Interceptor No. 3
J
5. Application Date: 21 August 1995 6. Fee Submitted: $ 400.00
7. County where project is located: Cumberland
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): W Qoc liviM
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (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 N/A and issue date
4. Specify whether the applicant is X public or private.
FORM: GSEA 4/91 Page 1 of 6

III. INFORMATION ON WASTEWATER:
GRAVITY SEWER EXTENSION
PAGE 2 (4/91)
I . Nature of Wastewater.
75 % Domestic; 25 % 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.:
Motel, convenience store, residential
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: None
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. Volume of wastewater generated by this project: 5625 gpd gallons per day
6. Explanation of how wastewater volume was determined: 5625 qpd
(Motel 120 gal/room * 25) + (Residences 120 qpd per bedroom + 20) +
(Convenience Store 25 gal/employee * 9)
IV. DESIGN INFORMATION:
1. Brief project description: 850 LF of 18" DIP gravity sewer and 180 LF of 18"
steel gravity sewer to senew mote1,, corivinience store and multiple
residences
2. Name of wastewater treatment facility receiving wastewater. Spring Lake ww7P
a. Facility permit no:: NC 0030970
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Proposed system would not significantly
increase the flow of downstream waters
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GRAVITY SEWER EXTENSION
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: 0.015
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
18 970 DIP 0.015 0.12 ' 0.12 0.75 2.1 0
_1$. 60 _STEEL 0.015 0.12 0.12 0 75 2 ,1 n
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?
N/A
5. Maximum sewer reach Length between manholes: 372 linear feet.
6. This sewer line segment occurs between manhole no. MH2 and manhole no. MH3
•
7. Does the owner/operator have the ability to clean this length? X Yes No.
8. Sewer subject to existing or planned traffic bearing loads? Yes X 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: 1 _ c feet.
10. Identify (by manhole number) those manholes that have drop connections: None
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GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 100 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? xYes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? x Yes _ No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? x Yes _ No
13. Are manholes subject to flooding? x Yes _ No
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 X No
xYes _ No
16. Identify (by manhole number) those manholes that are vented: MH1 - MH5
17. Does this project involve any stream crossings? X 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 shgpt of the plans and station, number where suearu
crossings are located: 60 of 18 steel Pipe on piers/plans - s eet 1 0 2
stations 3+50 - 4+30
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, 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. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. 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.
e. 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.
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GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: The Rose Group, Inc_
P,O. Box 102 - .104 Gillespie Street
City: Fayetteville
Telephone No. [phone]
Professional Engineer's Certification:
j, Gordon A. Rose
State: N.C. Zip: 28302
, attest that this application for Proposed portion of
Little River Sanitary Sewer Interceptor 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. 1 n m
Print Name of Engineer Gordon A. Rose
Seal and Signature (specify date):
SEAL
\lilt 10763
Applicant's Certification: .,y*bin A. S
,
v Ai
I, Richard P. ,Higgins , at ettlnet tf s application for Proposed portion
of Little River Sanitary Sewer Interceptor
0
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 id,ttachmerot included, this application package will be returned as
incomplete.
Signature ( �/'� Date G%-,-5 24
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
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