WQ0011524_Application (FTSE)_19950919

1
•
MEMO TO: State Review Group
FROM: Ricky Revels Rom--14-4^"-Af"`'
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0011524
Trailer Park
Sewer Extension - Public
Town of Spring Lake
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
11/07/95
Date
State Review Group Review
Engineer Bill Hoffman
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 10/94
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: *41,510 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 5,625 GPD
7) Regional Recommendations: Approval X Denial
* The closest downslope surface waters is Lower Little River, which is
class C-Waters. (ref. Classification Index No.18-23-(24)
RR/rr
Enclosure

DF%3650I SESSION READY FOR INPUTGKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i
PERMIT--NC0038970 PIPE--00i
TACILITY--SPRING LAKE WWTP. TOWN OF
LOCATION --SPRING LAKE
IONTH
-IMIT
?4/i0
-IMIT
f4/ii
?4/i2
95/0i
R5/02
95/03
-IMIT
95/04
95/05
95/06
95/07
95/08
95/09
REPORT PERIOD: 900-9509 LOC--- E
DESIGN FLOW-- 1.5000 CLASS--3
REGION/COUNTY--06 CUMBERLAND
58050 8000 00530 00610 0616 58060
Q/MGD BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE
F 1.5000 F
_
.86ii
28.00 F
3.42
30.8
2.0
F i.5000 F 30.00 F 30.0
.82i3 3.90
.8ii2
X829
1,1237
i.i424
7.76
8.34
8.34
6.8i
4.4
8.00 F
.i0
NOL F
.iO
12.3 .O3
1046 8.34
0 0
5.7
.03
.O5
F i.5000 F 28.O0 F 30.0 8.00 F
.8i64 5.92
.7522
1.i6i2
1,1626
.9230
.8922
AVERAGE .9558
MAXIMUM 2.5850
MINIMUM .070
UNIT M�D
6.05
5.34
6.46
8.86
4414
6.27
0.60
i.i8
ML
8.6 .09
9.9
.06
12.8 .04
6,1 .87
rr
.O6
7.5 .75
97.0 0,40
i.O LE%%THAN
ML MG/L
"
200.0 NOL
56.i 223.809
200.0 NOL
97.1 126.05
133.3 248.500
55.2 280.880
13i.6 260.000
i44.9 295.652
20O.0 NOL
64.3 305.263
64.0
700 r"
00300 TGP3B
DO CERI7DPF
NOL
7.34
NOL
8.25
8.88
9.47
9.87
9.2i
NOL
9.i8
7.84
53.6 259.090 7.5i
iO0.7 170.008 7.34
i0i.2 176.086
72.2
7.22
i8.860 7.37
89.5 223.503
460.0 500.000
3.0 LE%%THAN
4000ML UG/L
NOL
NOL
i
i
NOL
i
i
8.29 i
12,60 i
5.90 i
MG/L PA%%/FAI

GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
ii/O7/95
PAGE 2
�
PERMI/--NC003097O PIPE--00i REPORT PERIOD1 900-9509 LOC--- E
FACILITY --SPRING LAKE WWTP. TOWN OF DESIGN FLOW-- 1.5000 CLASS--3
LOCATION --SPRING LAKE REGION/COUNTY--06 CUMBERLAND
0000 00400 00600 00665
MONTH TEMP PH TOTAL N PHO%-TOT
LIMIT NOL 9.0 6.0 NOL NOL
94/i0 -i5.66 7.3-6.9 5.7i8 .7200
LIMIT NOL 9.0 6.0 NOL NOL
94/11 17.26 7.4-6.9 4.270 i.3300
94/12 14.05 7.3-6.6 6.430 .7738
95/01 12.55 7.1-6.5 5.720 .8640
95/02 i0.25 6.9-6.4 15.500 i.4500
95/03 13.52 7.5-6.5 12.iOO 1.0800
LIMIT NOL 9.8 6.0 NOL Not...
95/04 16.57 7.6-7.8 10.900 i.8200
95/05 20.04 7.7-7.1 1.910 i.9i00
95/06 22.68 7.4-6.9 8.160 .98iO
95/07 24.65 7.4-6.9 4.680 i.3900
95/08 25.13 7.6-7.1
95/09 24.00 7.4-7.0 1.080 .990O
AVERAGE i8.03 ----- 6.950 i.2098
MAXIMUM 26.00 7.700 15.500 i.9i00
MINIMUM 8.00 6.400 i.680 .7200
3NIT DEG.0 %U MG/L MG/L
^
^

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, 1 ' \''\
State of.North Carolina
-vt; 1 c i t A
Department of Environment,
Health and Natural Resources `
Division of Environmental Management
James B. Hunt, Jr., Governor ....
Jonathan B. Howes, Secretary �+ � H NI F. Preston Howard, Jr., P.E., Direc torii , f
t
Sat.g
ETRWOREMENT095
MR RICHARD HIGGINS FPYETTEVILLE REG. OFFICE!
TOWN OF SPRING LAKE
PO BOX 617
SPRING LAKE, NORTH CAROLINA 28390
Subject: Application No. WQ0011524
Trailer Park
Sewers -Public
Cumberland County
Dear MR HIGGINS:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 11, 1995. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKLNG
INQUIRES ON THIS PROJECT.
Your project has been assigned to Bill Hoffman 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 Bill Hoffman at [phone] extension 615. 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,
Caroryn McCaskill
Supervisor, State Engineering Review Group
cc:
Fayetteville Regional Office
MacConnell & Associates, PA
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
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSI CEIVED
PUMP STATIONS, AND PRESSURE SEWERS
SEP 11 1995
I. GENERAL INFORMATION:
CO �TON RAANNTS b LOANS SECTION
1. Applicant's name (PleesPecify the name of the municipality, corporation, in�vi�6ffHIAHr}ENi wig
Town of Spring Lake
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Richard Higgins, Town Supervisor
3. Mailing address: 300 Ruth Street, P.O. Box 617
City: Spring Lake State: NC zip: 28390-0617
Telephone Number ( 910 ) 4 3 6 — 02 41
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.):
Wastewater Collection System Expansion
5. Application Date: 9 / 7 / 9 5
6. County where project is located: Cumberland
6. Fee Submitted: S 400.00
II. PERMIT INFORMATION: /�
1. Application No. (will be completed by DEM): `)(1)c O / /57,
•
2. Specify whether project is: X new; X modification. (to existing pump station)
3. If this application is being submitted as a result ofa modification to an existing permit, please complete:
existing permit number
13286 and the issue date
4. Specify whether the applicant is X 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, industria1,apartments, etc.: subdivisions and trailer parks
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 pretreatmenChas been provided to ensure protection of the receiving
wastewater treatment facility? N/A
FORM: GSPSA 11/93 Page 1 of 8
ftECENED
SEP` 19
ENV. MANAGEMENT‘
FAYETTEVILLE REG. OFFICE

',5. If a.prcurcat,-ncnt permit is required, has•onc been issued? Yes N/A No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued:
and 48,650 Future
gallons per day.
6. Volume of wastewater generated by this project 41 , 510 Existing
7. Explanation of how wastewater volume was determined: Based on 70
checked with water meter records.
spd/capita flow and
IV. DESIGN INFORMATION:
1. Brief project description: Project includes providing existing subdivisions
and trailer parks with wastewater collection system and upgrade of
existing pump station.
2. Name of wastewater treatment facility receiving wastewater. Spring Lake Wastewater Treatment P1
a. Facility Permit Number. NC 00 3 0 9 7 0
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
Peak flows for project areas are a fraction of down stream
pipe capacities. Down streampipes have excess capacities.
c. Permit Number for sewers immediately downstream: 13286 (Pump station only)
d. Pipe diameter of sewers immediately downstream: 8
3. Summary of sewer pipe to be permitted, by diameter size and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
rrcle C or
N Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
8
9,000+/-
PVC
0.015
0.46
8.3 --
2.16
8.84
36
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 feet
separation for slopes of 21% to 35%; 24 feet separation for slopes of 36% to 50%; 16 feet 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? N/A
FORM: GSPSA 11/93 Page 2 of 8

5. Maximum sewer reach length between manholes: 400 linear feet.
6. This sewer line segment occurs between manhole no. 7 , 2 3
and manhole no. fi , 7 4
7. Does the owner/operator have the ability to clean this length? X 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? X Yes No. If yes, what measures are being taken
to enable the sewers to withstand the loads?
Sewers are at a minimum 3 feet depth. Pipes are bedded on 4" of stc
with stone backfill to top of pipe.
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet (provide for separations > or = 2.5')
10. Identify (by manhole number) those manholes that have drop connections:
Existing M.H. ® Line 9
2, 10, 13, 14, 16, 17, 20
11. Maximum allowable infiltration/exfiltration test rate: 82+/— GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe. See Specs.
12. Minimum separation distances as shown on the plans or 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 pressures sewers):
a) 100 ft. horizontal separation from wells or other water supplies? X Yes No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? X Yes No
c) 10 ft. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? X Yes No
13. Are manholes subject to flooding? y Yes No. If yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans) x Yes No; Or, are manholes watertight and vented 1
foot above the 100-year flood elevation ( should be shown on plans): Yes X No
14. Identify (by manhole number) those manholes that are vented: N/A
15. 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 sheet of the plans and station
number where stream crossings are located: Steel pipe casing with rip rap at Sewer Line
1: Stn. 3 + 90. DIP below - existing culvert at Sewer Line 5:
Stn. 1 + 80; Sewer Line 6 at stns: 1 + 34, 5 + 83, and 9 + 32.
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-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes X No.
17. Miscellaneous comments: Some lines are fairly deep due to basements with
washing machines.
FORM: GSPSA 11/93 Page 3 of 8

V. PUMP STATION INFORMATION
1. Pump Station No. or Name:Water Edg- Driv(ik separate sheet 4 of 8 should be submitted for each pump station)
2. Name of closest downslope surface waters: Lower T,i t t le Rive r
3. Classification of closest downslope surface waters: C (as established by the Environmental Management
Commission & specified on sheet 5 of 8 of this application).
4. 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. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation. Power outages are
mined by CP&L Stai- i nn w; i i he p -ovided with
connection for portable generator
5. What size pumps are provided: 2 7 5 — 3 0 0 GPM; and how many? 2
6. What is the design total dynamic head? 70
feet
7 How many pumping cycles will occur at average daily flow? 7 cycles per hour.
NOTE: 15A NCAC 2H .0219 (h)(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 have been provided in the design plans/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
X
X
Existing
X
X
X
High Water Alarm (one choice may be specified) x
Audible and Visual
terial:
Auto Dialer
Diameter
(in)
Length
(linear feet)
Pipe
Material
High
Elevation
(ft)
Low
Elevation
(ft)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
6
1,500
DIP/PVC
234
188
3.4
5.0
36
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 _Xno Force main existing. Discharges into manhole.
11. Is pump station subject to flooding? yes X no. If yes, what measures are being taken to protect against flooding?
12. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
13. 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 and shall include that evaluation as an
attachment to this application.
FORM: GSPSA 11/93 Page 4 of 8

101 00 '00 00:00
`.MacO nneli & Associates, P.C.
111 P02
09/07/1995 08:46:30 AM P.2
This form must be completed by the appropriate DEM regional office and included as a part of the proj*
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslopc surface waters (the surface waters that any overflow from the facility would flow towa
in which these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you
required, prior to submittal of the application package, to submit this form, with items 1 through 7 completed,
the appropriate Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). A
minimum, you must include an 8.5` by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows i
location of these sewers and the dowaslope surface waters in which they will be located. Identify the closest downslc
surface waters on the attached map copy. Once the regional office has completed the classlficatic
reincorporate this completed page and the topographic reap into the complete application form a
submit the application package.
1_ Applicant (specify name of the municipality, corporation, individual, etc.): Town of Syr i nq Lake
2. Name & complete address of engineering firm: Mac Connell & As s a c i a t e s,
P.O. Box 3096
Cary, NC 27519
Telephone number. ( q 1 ) 46Z 1 912
3, project name: Wastewater Collection System Expansion
4. Name of closest downslope surface waters: Little River (Cape Fear River)
5. County(s) where sewers and surface waters are located: Ciimhp rj ad
6. Map name and date: Manchester, NC
7. NC Professional Engineer' Signature, and Date:
rgi0 ale
TO: REG �,t`iiitiER QUALITY SUPERVISOR
PIease provide me with the classification of the watershed where these sewers will be constructed, as identified on the attach
snap segment 77
Name of surface waters: L./ �L�% Q /i✓ o.r L,Gee+ t ✓ L+ �� Iciw?
Classification (as established by the Environmental. Management Commission): G125s C
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date: 9/ 7/9 3-

•
:Bethel
• Cb
•
BM %��\\\
anchester-<
165
,..r
Sewage
Disposal
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MANCHESTER, N. C.
'A': r... r EV'I�__ j OUAL-A•`:'-
35078•B8-TF•024
1957
PHOTOREVISED 1987
DMA 5254 III NW -SERIES V542
/

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 first 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.
8•
A properly executed Operational Agreement (original and one copy - 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.
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 11/93 Page 6 of 8

Name and Complete Address of Engineering Firm: MacConnell & Associates, P.C.
P.O. Box 3096, 1602 Sunrise Road
City: Cary
Telephone Number: ( 919
State: NC Zip: 27519
467-1239
Professional Engineer's Certification:
I, Gary S. MacConnell attest that this application for Wastewater Collection System Exp.
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 Seal, Signature, and Date:
V W. �..
IctA-
,
'•�, MacCO� %%%
Applicant's Certification:
�u�'2 a �E •ram ,.�`
I, Richard P. Higgins
has been reviewed by me and is accurate
application are • t complet
will be return
Signature
. attest that this application for Wastewater Collection System Excp.
and complete to the best of my knowledge. I understand that if all required parts of this
required supporting information and attachments are not included, this application package
Date S;
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 11/93 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
Burke 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]
Anson
Bladen
Cumberland
Harnett
Hoke
Montgomery
Moore
Robeson
Richmond
Sampson
Scotland
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alanrance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Waranga
Davie Wilkes
Forsyth Yadkin
Guilford
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
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander Mecklenburg
Cabarnrs Rowan
Catawba Stanly
Gaston Union
Iredell Cleveland
Lincoln
FORM: GSPSA 11/93 Page 8 of 8
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Durham
Edgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pender

I
1
•
VISION OF ENVIRONMENTAL MANAGEMENT
Am.
r
m m
o
T
MEMORANIJp�✓I
rn
e
a
Sys l9, /9gS'
Jtrly 17, 1995
TO: Michael Wicker, DEM, Water Quality
Regional Supervisor
FROM: Bill Hoffman, Supervisor S..l .N L`
Design Management Unit C
SUBJECT: Town of Spring Lake
Wastewater Collection System Expansion
State Bond Project
!1v
Cs
2�G
%
V /4(
tiot
2-4-,d 12y re -
Plans, specifications and supporting documents have been received for the subject
project. Comments and recommendations, including the items listed below, are needed
by August 18, 1995 from the Regional Office Staff:
X Procedure No. 4 Comments (wQ 00l1SL4,
Schedule for Issuance of the NPDES Permit
Provide Completed WWTP Rating Sheet
SOC, or Other Schedules Which Must be Met
Status of Stormwater Permit
Confirm if the Proposed Method and Sequence for Construction of
Additions/New Facilities is Acceptable.
Groundwater Comments
X Standby Power Needs
Compliance With N. C. Well Construction Standards
Land Quality - Erosion/Sedimentation Control
Land Quality - Dam Safety
CAMA
Other (See Attached Sheet)
ncavrcu
---
^' 1995
ENV. MANAGEMENT'
,FAYETTEVILLE REG, OfFICt
OLe
61C.S L0. v
iJF

PAGE 2
For your reference, review and comments on the above items, plan documents are
submitted as follows:
X Plans and Specifications
Subsurface/Soils Report - Including one (1) set to Arthur Mouberry.
X Power Outage Information (Lae- ifikc )
Other
The project has been assigned to Robert Teulings of the Design Management Unit,
Construction Grants & Loans Section. If you have any questions, please do not hesitate
to contact him at [phone], extension 610.
RPT:vk
cc: Dennis Ramsey
Tom Fahnestock
Don Evans
Robert Teulings
DMU
SBF

MAY-11 95 09:51 FROM: TOWN OF SPRING LAKE 9104362667
TO:19193196510 PAGE:E
CP&IL
Caro n* Power & Light Company
P. O. Box 40807
Fayetteville NC 28309-0807
May 10,1995
Mr. Jim Farrington
POBox 617
Spring Lake, Nc 28390
RE: Cedarwood Shopping Center Lift Station
Dear Mr. Farrington:
Upon further investigation for interruptions on the Town Of Spring Lake Lift Station at
Cedarwood Shopping Center location. The following interruptions have been reported:
Spring Lake 115/23 KV Substation Manchester Road 23KV Feeder interruptions that would
effect on Spring Lake Sewer Lift Station service ( By Year).
YEAR INTERRUPTIONS
1988 0
1989 0
1990 0
1991 1
1992 1
1993 1
1994 1
1995 0
Nathaniel White
Senior Marketing Representative
Fayetteville Area Office
RECEIVED
SEP 11 1993
CONSTRUCTION GRANTS & LOANS SECTION
DESIGN MANAGEMENT UNIT
Special Note: One of these was caused when 230 KV Transmission line was hit by airplane.
If there exist any questions, please feel free to contact me at [phone].
Nathaniel White
Senior Sales Representative
NW:cr