WQ0010794_Application (FTSE)_19950322

I
MEMO TO: State Review Group
FROM: Ricky Revels RA" -
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0010794
E. Fayetteville/NC 24
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
4/27/95
Date
State Review Group Review
Engineer Buzz Crosby
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
PWC of Fayetteville - Rockfish Creek Wastewater Treatment Plant
2) WWTP design capacity 12.0 MGD
3) NPDES Permit No.: NC0050105 Expiration Date: 5/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 3/94
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 486,360 GPD
domestic 4% ; industrial 96% ; other
6) Volume from previously approved projects not yet tributary to
WWTP 4,913,040 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

}F%2002 17,00,29 TERMINAL CONNECTED TO IM% IM%
;KEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
04/26/05
PAGE i
PERMIT--NC0050iO5 PIPE--001 REPORT PERIOD: 9483-9502 LOC---E
TACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- i2.0000 CLASS--,i
-OCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50050 80310 00530 00610 3i6i6 50060 00300 TGP3B
4ONTH Q/MGD BOD RE%/T%% NH3-N FEC COLI CHLORINE DO CERI7DPF
WIT F12.0000 F 12.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
R4/03 7.5709 3.7i 1.2 .09 46.2 .363 9.52
WIT Fi2.0000 F 6.00 F i.00 F 200.0 NOL NOL NOL
14/04 7.0600 2.i3 i.O .04 95.9 8.57 i
14/05 6.7483 3.20 i.5 .47 24.7
/4/06 6.8833 2.90 i.2 .04 25.9 9.i8
`4/07 i.i 32.7 8.49 i
14/08 7.5354 4.3i 1.3 .04 18.i 8.93
14/09 7.6O66 i.0 9.5 8.78
/400 7.5096 4.i3 1.6 .09 33.2 30.285 i
.IMIT Fi2.0000 F 12.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
14/ii 7.2066 4.01 i.7 .08 9.2 258.850 9.06
14/12 7.i677 3.93 i.7 .04 8.3 442.050 9^69
15/0i 7.5967 4.83 2.11 i3.2 363.500 9.60 i
/5/02 8.i214 4.90 1.8 .04 18.9 388.080 9.73
WRAGE 7.3427 3.74 i.4 .08 27.9 352.721 9.i7 \
iAXIMUM 10.5000 8.50 3.4 2.55 5500.0 760.000 ii.20 i
1INIMUM 6.i000 i.00 .3 .0i LE%%THAN .00 8.00 i
/NIT MGD MG/L MG/L MG/L 4/100ML UG/L MG/L PA%%/FAI

;KEX88/MP
.
COMPLIANCE EVALUATION ANALYSIS REPORT
04/26/95
PAGE 2
PERMIT--NC005005 PIPE--00i REPORT PERIOD: 9403-9502 LOC--- E
_
�ACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS-4
'OCATION--FAYETTEVILLE REGIGN/CGUNTY--06 CUMBERLAND
000i0 00400 00600 00665 0042 0i05i
iONTH TEMP PH TOTAL N PHO%-TOT COPPER LEAD
.!MIT NOL 9.0 6.0 NOL NOL NOL NOL
Q/03 17.47 7.4-6.6 W700 i.5000 .0000 .0000
WIT NOL 9.0 6.0 NOL NOL NOL NOL
24/04 19.60 7.9-7.0 i5.600 1.5600 .00OO .O00O
2i.33 7.7-6.7 i7.800 i.8iO0 .0000 .00O0
/4/06 24.31 8.3-6.9 i3.600 i.6i00 .0000 .000O
14/07 26.00 7.9-6.8 15.500 i.5008 .0000 .00O0
P4/08 26.84 i3.700 i.6200 .0008 .0000
;4/09 25.85 13.800 i.57OO 2.i000
/400 23.76 i3.i00 i.5300 .0000 .000O
.!MIT NOL 9.0 6.0 NOL NOL NOL NOL
?4/ii 22.40 7.4-6.8 13.400 i.8000 .00OO .000O
04/12 20.10 7.5-6.5 i3.500 2.0980 .0000 .00W)i
p5/01 i7.65 15.400 i.iBoo .O000 .0000
15/02 i6.55 14.400 i.27OO .0008 .000O
AVERAGE 241.82 i4.54i 1.5866 .0008 .i750
iAXIMUM 28.00 8.300 17.800 2.0900
WIMUM 15.00 6.500 i3.iOO i.i800 -------' 2.iO00
]NIT DEG.0 %U MG/L MG/L UG/L UG/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
March 22, 1995
MR M.J. NOLAND
PWC/FAYE I 1 EVILLE
PO DRAWER 1089
FAYE I./ EVILLE, NORTH CAROLINA 28302
Dear MR NOLAND:
MAR 29 1995
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: -Application No. WQ0010794
E. Fayetteville/NC 24
Sewers -Public
Cumberland County
P-Lt
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 20, 1995. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING INQUIRES
ON THIS PROJECT.
Your project has been assigned to Buzz Crosby for a detailed engineering review. Should these 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 Buzz Crosby 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.
Si,pcerel y,
ICU L• \ (t. .: _>
Carolyn Mc askill
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Moorman, Kizer & Reitzel, Inc.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Tel:phone [phone]
An Equal Opportunity Affirmative Action En;^i)yer

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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
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ):
Public Works Comnission of The
City of Fayetteville, NC
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance):
Water Resources
M.J. Noland, PE, Director of
3. Mailing Address: PO Drawer 1089
City: Fayetteville State: NC Zip: 28302-1089
Telephone No.: ( 910 ) 483-1401
Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
East Fayetteville (NC 24) Gravity Sewer and Force Main
5. Application Date: August 17, 1994
7. County where project is located:
II. PERMIT INFORMATION:
Cumberland
Fee Submitted: $ 400.00
1 . Permit No. (will be completed by DEM):
2. Specify whether project is: X new; renewal*; 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 X public or private.
\OQ(0010-194--
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
Nature of Wastewater: 04 % Domestic; % Commercial,
96
% Industrial; % Other waste (specify):
Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Apparel manufacturing; residential subdivision
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels:
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
5. Volume of wastewater generated by this project: 486 , 360 gallons per day
6. Explanation of how wastewater volume was determined: 360 gp_d x 170 1 ots
single family dwelling; church 1800 gpd, apparel manufacturing
plant 423,360 qpd.
IV. DESIGN INFORMATION:
1. Brief project description: Construct 24" sanitary sewer main and 16"
force main
2. Name of wastewater treatment facility receiving wastewater Rockfish Creek
a, Facility permit no.: NC 0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: discharges into East Fayetteville 0utfall with
excess capacity.
2 of 10

y • • •
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GRAVITY SEWER EXTENSION & PUMP STATION
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:
Dia_ Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 30 VCP .013 0.40 0.4 2 8 36
24___ 2589- Cnnc _013 n nR n nR 2 8 36
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?
5. Maximum sewer reach length between manholes: 481 linear feet.
Sta. Sta.
6. This sewer line segment occurs between manhole no. 11+80 and manhole no. 16+16
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? X Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
Minimum 3' cover, Class III, IV Concrete Pipe, Class "C" Bedding,
Compaction of trench in 8" lifts.
9. Outside drop manholes are provided where invert separations exceed: 2. S feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed XCPD/ pipe dia. in./ mile.
100
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? X Yes 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?
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):
X Yes No
X Yes No
X Yes No
Yes No
16. Identify (by manhole number) those manholes that are vented: None
17. Does this project involve any stream crossings? yes X 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:
4 of 10

r • �•
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
I. Pump Station No.: (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters:
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: 2nd Source of Power
5. What size pumps are provided? T10; 2200 GPM
6. How many pumps are provided?
2
7. What is the maximum capacity of the pump station? 3,873,600 GPD
8. What is the design total dynamic head? 54.10 feet
9. How many pumping cycles will occur at the design flow rate? 3.7 cycles per hour
10. Check if provided at pump station:
Alternate Power Source x
Wet Well Vented with Screen x
Fillets in Wet Well x
Check Valves and Gate Valves x
Security Fencing x
Lockable Wet Well Cover x
Area Light x
110V Electrical Convenience Outlet x
Flood/Buoyancy Protection x
High Water Alarm x Audible and Visual x Auto Dialer
11.
Diameter
(Inches)
16
Summary of force main
Length Pipe
(Linear Ft) Material
7117 DI
(by diameter size and pipe material):
High Low Minimum
Elevation Elevation Velocity(fps)
90 74 2 fps
Maximum Minimum
Vel.(fps) Cover (in)
8 36
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation differencd exceeds 10 feet)? yes X no
13. Is pump station subject to flooding? x yes no. If yes, what measures are
being taken to protect against flooding? wet wel 1 top and mechani cal equi pment 11 above
100 year flood.
14. If subject to flooding, specify the 100-year flood elevation: 84.00 Feet MSL
15. Are there existing or planned pump stations downstream of this station? X yes _. no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVITY SEWER EX 1 ENSION & 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:
c L ( C.,P2-e_.
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel:
I
1` ti A � OCi 2 ``�,,
A 0f
INSTRUCTIONS TO ENGINEER
ENV. A E REG- ()MCCGAYET
In order to determine whether provisions for dual or standby power may 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 ): Publ i c Works Commi ssi on
2. Name and Complete Address of Engineering Firm: Moorman, Kizer & Rei tzel , Inc.
115 Broadfoot Avenue, PO Box 53774
City: Fayetteville State: NC Zip: 28305
Telephone No. [phone]
3. Project Name: East Fayetteville NC 24 Gravity Sewer & Force Main
4. Pump station design flow: 3,168,000 GPD; 2200 GPM
5. Name of closest downslope surface waters: Locks Creek
6. County(s) where project and surface waters are located:
7. Map name and date: Vander 1956
8. North Carolina Professional Engineer's Registration No. 14951
9- Print Name of Engineer Jeffrey B. Reitzel
10. Seal and Signature (specify date):
Cumberl and
6 of 10

-
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
59 Wooditn PIAce
Asheville, NC 28802
704/251-6208
Avery Macon
Buncombe Madison
Burke McDowell
Caldwell Mitchell
Cherokee Polk
Clay Rutherford
Graham Swain
Haywood Transylvania
Henderson Yancy
Jackson
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayeueville, NC 28301
919/486-1541
Anson Moore
Bladen Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/161-2351
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
Washington Regional WQ Super.
P O Box 1507
Washington, NC 27889
919/946-6481
Beaufort Jones
Bertie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Cumtuck Perquimans
Dare Pitt
Gates Tyrell
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander
Cabarrus
Catawba
Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
Raleigh Regional WQ Super.
3800 Barrett Dr., Suite 101
Raleigh, NC 27609
919/733-2314
Chatham
Durham
FAgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pender
7 of 10

i
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 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 hems
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, fraction 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
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

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Moorman, Kizer & Rei tzel , Inc.
Engineers, Planners & Surveyors
City: Fayettevi 1 l e State: NC Zip: 28305
Telephone No. (910) 484- 5191
Professional Engineer's Certification:
1, Jeffrey B. Rei tzel , attest that this application for East Fayetteville
(NC 24) Gravity Sewer & Force Main 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. 14951
Print Name of Engineer Jeffrey B. Rei tzel
Seal and Signature (specify date)
Applicant's Certification:
1, M.J. Noland, PE , attest that this application for East Fayettevi l l e
(NC 24) Gravity Sewer & Force Main
Ott L 60EBEE
SEAL o �
_ ..,, 14951 €
t%:3NtimEt0/
d40888Q17ss9e 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 and attachments are not included, this application package will be returned as
incomplete.
Signature
l4/
Date /U - 26
T OMPLETED 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 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY jsIEW 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
Domestic/Cooling Water $400
$250
$250
1,001 - 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling
Sludge < or = 300 Acres
Sludge > 300 Acres
oft
$240 $120
$400
$400
$250
$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

4.
State of North Carolina
Department of Environment. Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carolin:: 2 -(,2(,-tl; ,`
G_ur_. i . Ever::a. !III)
James G. Martin, Governor
\Vill.am W. Cobey, Jr.. Sec:tary
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief. (` .
Water Quality Section
Suo,ect: Delegated Munic:p,i! t:es for Revised [.on -Disc dr•'e P ernu ppllc [i ;1:;
The Division of Environmental Management's Water Quality Section has revised the
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the basil
information that the Division feels is necessary in order for the delegated municipalities to perform
review on a gravity sewer project for the Division; therefore, the Division will no longer require that
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and submitted. We do.
however, require that the delegated municipality perform the same type of review as always required
and complete the bottom portion of this page and attach it as the last page of a!1 gravity sewer
applications that are being submitted as a delegated municipalities project. If you have any questions
on this matter, please contact Mr. Randy Jones at 919/133-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CF,RTIFIC ATTO
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
May 1, 1991
Applicant: pURI.TC WOnYS Q)MMTSSTON GF THE
Project Name: EAST FAYETTEVILLE (NC 24) GRAVITY SEWER & FORCE MAIN
Delegated Municipality Reviewer's Certification:
I, VICTOR GAN.IEHSANT , attest that the subject plans and
specifications have been reviewed under my supervision and that those plans and specifications are
consistent with the information that has been specified on the Non -Discharge Application and the.
Division of Environmental Management's minimum design requirements for gravity sewer projects.
Delegated Municipality Reviewer's NC Professional Engineer's Registration No.:
Seal and Signature (specify date):
FORM: DMGS 4/91
PAGE 1 OF 1
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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
April 10, 1995
M.J. Noland, P.E. Director of Water Resources
Public Works Commission of the City of Fayetteville
Post Office Drawer 1089
Fayetteville, North Carolina 28302-1089
Dear Mr. Noland:
Afir3511
1=3 591BIAF3
APR 1.7 1)95
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Project Return (WQ0010794)
Public Works Commission of the
City of Fayetteville
NC 24 Sewer Extension
Cumberland County
This letter is being sent in reference to the subject project and your application for a permit, which
was received on March 20, 1995.
Pursuant to North Carolina General Statute 150B-14, the Department of Environment, Health, and
Natural Resources has establish conditions which require an environmental assessment for certain
projects. Specifically, the condition which requires an environmental assessment for the subject project is
for a pump station with a capacity in excess of 1.0 MGD.
The Division has received the 13 copies of the Environmental Assessment and has forwarded them
to Monica Swihart, Water Quality SEPA Coordinator, for processing. The Environmental Assessment
must be reviewed by the Department, sent through State Clearinghouse review, and a statement of
"Finding of No Significant Impact (FONSI)" issued. This review period may take approximately 4 to 5
months. This FONSI must be included in the permit application package prior to a permit action by the
Division of Environmental Management. Therefore, the Division must return the application package as
incomplete until the environmental assessment review is completed and a FONSI is issued. In addition,
any significant comments and/or requirements, which may develop during the review of the environmental
documents, regarding the proposed design must be addressed and finalized before re -submitting the sewer
application package to the Division for review. ,
The Division is forwarding your permit application, application processing fee, and all supporting
materials under separate cover. If you have any questions concerning this matter, please contact Buzz
Crosby at 919/733-5083.
Sincerely,
Ocuu3k,k,
A Presto
cc: Permit File WQ0010794
Fayetteville Regional Office
Moorman Kizer and Reitzel, Inc.
Howard, Jr'., P.E.
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
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