WQ0010185_Application (FTSE)_19941021

• B /=20
v
MEMO TO: State Review Group
FROM:
SUBJECT:
Ricky Revels R�
Environmental Techrft'cian IV
Procedure Four (4)
WQ0010185
Fairway For
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Off ice
11/23/94
Date
State Review Group Review
Engineer John Seymour
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 10/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 39,240 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 4.570,325 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

GKEX86/MP ^
COMPLIANCE EVALUATION ANALYSIS REPORT
i 1 /23/94
PAGE 1
PERMIT--NCOO5Oi05 PIPE--00i REPORT PERIOD: 9310-9489 LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50058 88310 00530 00610 31616 58860 00300 TGP3B
' MONTH Q/MGD BOD RESITSS NH3-N FEC COLI CHLORINE DO CERI7DPF
LIMIT F 7.0800 F 1i.00 F 30.0 F i.00 F 280.0 NOL NOL NOL
93/1%) 6.6741 2.00 ^9 .11 15.0 .387 9.11 i
LIMIT F 7.0080 F 22.00 F 30.0 F 2.00 F 209.8 NOL NOL NOL
93/11 6.9400 1.B8 .9 ^i& 151.1 .278 9.28
93/12 6^8225 1.39 .9 .11 2'.7 .604 9.68 i
'
LIMIT F12^0000 F 12^00 F 30.8 F 2.00 F 200.O NOL NOL NOL
94/01 7.1354 2^53 1.2 .51 12.3 .324 10.52 i
'
94/02 7.1888 2.73 1.4 ^21 51.3 .349 10.46
94/83 7.5789 3.71 1.2 ^09 46.2 .363 9^52
LIMIT F12.0000 F 6.00 F 30.0 F i.8 . F 200.0 NOL NOL N"i
94/04 7.0600 2.13 1.0 .04 95.9 8^57 i
94/O5 6.7483 3.20 i.5 .47 24.7 9.56
94/86 6.8833 2.90 1.2 .04 25.9 9.18
94/07 7^i064 3.92 i.l .03 32.7 8.49 1
94/08 7.5354 4.3i 1.3 .04 i8.i 8.93
94/89 7.6066 2.99 1.8 .05 9.5 625.808 8.78
AVERAGE 7.1152 2.88 1.1 .i5 42.7 89^612 9.34 i
MAXIMUM 9.5000 7.88 3.5 2.88 5500.0 760.000 11.60 i
MINIMUM 5.7000 .20 .1 .01 LE%%THAN ^020 7.98 1
UNIT MGD MG/L MG/L MG/L 'r/100ML UG/L MG/L PA%S/FAI

GKEX88/MP.
COMPLIANCE EVALUATION ANALYSIS REPORT
1 1 /23/94
PAGE 2
PERMIT--NCOO 5Of05 PIPE--00i REPORT PERIOD: 9310-9409 LOC---E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLAW-- 12.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
00010 00400 00600 00665 01042 0105f
MONTH TEMP PH TOTAL N PHOS-TOT COPPER LEAD
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/10 21.57 7.9-6.8 16.600 1.9000 118.0000 .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/11 20.70 7.8-7.4 12.300 2.0000 31.0000 .0000
93/12 18.55 7.7-7.0 14.900 1.8000 35.0000 .0000
LIMIT NOL_ 9.0 6.0 NOL NOL_ NOL NOL_
94/01 16.55 8.1 - 7 .0 12.300 1.7000 .0000 .0000
94 /02 16.20 7 , 9-6.9 i 7.300 1.6200 .0000 .0000
94/03 17.47 7.4-6.6 14.700 1.5000 .0000 .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
94/04 19.60 7.9-7.0 15.600 '1 .5600 .0000 .0000
94/05 21 .33 7. 7 -'6. 7 -17.800 1 .81 00 .0000 .0000
94/06 24 .: 31 8.3-6. 9 13,600 1 .61 00 .0000 .0000
94/07 26.00 7.9-6.8 15.500 1.5000 .0000 .0000
94/08 26.84 8.3-6.7 1 3. 700 1 .6200 .0000 .0000
94/09 25.85 7.7-6.9 13.800 1.5700 .0000 2.1000
AVERAGE 21.24 ______ 14.841 1.6825 15.3333 .1750
MAXIMUM 28.00 8.300 17.800 2.0000 118.0000 2..1000
MINIMUM 15.00 6.600 12.300 1.5000 3.1.0000 2.1000
UNIT DEG . C SU 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
®�H N
October 21, 1994
MR STEVE ROUTH
TOWN OF HOPE MILLS
3701 S. MAIN STREET
HOPE MILLS, NORTH CAROLINA 28348
Dear MR ROUTH:
OCT 261994
ITV. P ;:L-,UL,,>IT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0010185
Fairway For
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 21, 1994. 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 crrosbyufor 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 Buzz Crosby at [phone].
Sincerely,
eaLlatallfAnr)
Carolyn McCaskill
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Allen & Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NOV-23-1994 11:31 FROM DEM WATER QUALITY SECTION TO FR09104860707 P.09/14
State of
Departm
Health an
Division of
James B.
Jonathan
A Preston
MR STE
TOWN 0
3701 S.
HOPE M
rth Carolina
t of Environment,
Natural Resources
nvironmental Management
unt, Jr., Governor
Howes, Secretary
oward, Jr., P.E., Director
e• A
(}ctobcr 2I. 19t)4
. ROUTI
HOPE Mil ,I ,S
ALN STREET
LS, NORTH CAROLINA 28348
Dear MR !' OI TH:
FaI
Subject: Application No. WQ001018.5
Fairway For
Sewers -Public
Cumber land Count
The Divi- on's Permits and Engineering Unit acknowledges receipt of your permit application and
supportin ' materials on October 21, 1994. This application has been assigned the number listed
above. P EASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
!NOT JIR 1 S ON THIS PROJECT
1Ui1 i /k.1) V
Your pro, -ct has been assigned to fear a detailed engineering review. Should there be any
questions concerning your project. the reviewer will contact you with an additional information letter.
Be aware at the Division's regional office. copied below, must provide recommendations from the
Regional upervisor or a Procedure Four Evaluation for this project. prior to final action by the
I)i ision.
If you ha .e any questions. please contact Buzz Crosby at (919) 7743-5083.
A
Sincerelv
/.(Lit
Cal olyn ylct:atikill
Supervisor. State Engineering Review Group
ettevil le ite;ional ( )trice
en & Associates
Pot(u.cnr: Pre: tr.nRnn P,arc
P.O. Rox 29535, Raleigh. North Carolina 2`' .6-Q53'5 Telcphon❑ 919-733-7015
An Equal Opportunity Affirmative Action Employer

NOU-23-1994 11:32 FROM DEM WATER QUALITY SECTION TO
FR09104060707 P.10/14
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. GENER L INFORMATION:
1. Ap licant (corporation, individual, or other ): Town of Hope Mills
2. Pri t Owners or Signing Official's Name and Title (the person who is legally
res onsible for the facility and its compliance): Steve Routh, Town Manager
3. M. ingAddress: 3701 S. Main Street_
4. Pr
p
ity: Hag_Mi11s State: N.G. Zip: 2&348
elephone No.: ( 910 _) 424.4555
ect Name (subdivision, facility, or establishment name - should be consistent with
ect name on plans/specs., letters of flow acceptance, Operational Agreements, etch:
airwa Forests Section Six, Phases I & I1
5. Ap►lication Date: October 20, 1994 6. Fee Submitted: $ 40Q.00
7. Co my where project is located: Umber
PERMI i INFORMATION:
I. Pe mit No. (will be completed by DEM): ;,U2 /OIi
2. Sp cify 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 his application is being submitted as a result of a renewal or modification to an
ex ting permit, list the existing permit number N/A and issue date_
4. S u cify whether the applicant is x . public or private.
FORM: G ' EA 4/91 Page 1 of 6

IOU-23-1994 11:32 FROM DEM WATER QUALITY SECTION TO FR09104860707 P.11/14
GRAVITY SEWER EXTENSION
PAGE 2 (4/91)
•
IIT. bin:4 MATIO! ON WASTEWATER:
1. Nzture of Wastewater: 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. P1;ase provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Single Family Residence _
3. Iniicate any parameter (and its 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
erasure protection of the receiving wastewater treatment facility?
N/A
S. Volume of wastewater generated by this project; 39240 gallons per day
6. Explanation of how wastewater volume was determined: (3 bedrooms/resi deuce)
*(120 gailgns/b.ejrgom) *(109 residences)
IV. DESIG 'I INFORMATION:
1. B 'ief project description: 109 single family residences being served by
lic wa_ts r r
2. Ishme of wastewater treatment facility receiving wastewater:
a. Facility pertnit no.: _ . NC 0050105
Rockfish
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Subdivision flows by gravity to an existing
Sanitary Sewer 0utfall which parallels Big Rockfish Creek
2 of 6

NUV-23-1994 11:33 FROM DEM WRIER UUHLIIY SECI1UN IU
•
FRU'J11U4tibb'(V( R.1/14
GRAVITY SEWER EXTENSION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
facwr or N factor is used and circle C or N below: N Y
Dia. Lengt t Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. F) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 5576 VCP 0.013 0.5 5.0 2.45 _ 7.76 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
sparing 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.
Fot 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
Fot 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?
,Stones have been limitd to 5.0.; maximum _
5. Maidmum sewer reach length between manholes: 490.00 linear feet.
93 9 + 1305 (Heather
6. This sewer line segment occurs between manhole no. 5H2--- and manhole no._.,St. )
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 _ No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
Sewer has 36 inches cover (minimum
9. Ou side drop manholes are provided where invert separations exceed: 2.5 feet.
10. Ideitify (by manhole number) those manholes that have drop connecrions:� 3+5569 (Heather St.)
0+3378 (Bishamon), 8+0419 (Bishamon), 4+4929 (Dominique)
3of6

NOV-23-1994 11:33 FROM DEM WATER QUALITY SECTION TO FR09104SbU7b'r F'.1.i/14
til AVI I I •71.' YVnic r.e iL.:LYva�Ll
PAGE 4 (4/91)
1.1. Maximum allowable infiltration/exfiltration test rate: dia. in./ Note: IVlust not exceed V GPD/ pipe dia. in./ mile. Q0 GPD/ pipe
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?
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified?
13. A:e manholes subject to flooding?
la. Ijpps'ea�ir flood elevationelevations
should be indicated on e p acrs� fl� level,
( Y
15. Or are manholes watertight and vented 1 foot above the 100-year
fl )od elevation ( should be shown on plans):
16. Icentify (by manhole number) those manholes that are vented: _ N/A
x Yes !., No
xYes __No
_Yes No
Na Yes No
NLAYes ^ No
17. Ekes this project involve any stream crossings? — yes no. If yes, what precautions
o ' special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify a the sheet of the plans and station number where stream
c 'ossings are located:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
P OF MANAGEMENT
UNLESS ALL OF
THEHE APPLICABLE
ALABLE ITEMS ARE INCLUDED WITHTHE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
h Carolina
b. Three sets of Engineer.
plansandmust iicltude a gns eneral location ned and ed rna }, a plantview of the•
Pro=essional Bngin plans
sewer extension, a profile thes.d Specifications mmust show theay be omitted for
roximity of the
sect er extension to other utilities and natural feature
delegated authorities. Each sheet of
the plans
permit if a ege of the ttewal or modification.
tip.. must be
sigted and sealed. Three copies ofexisting
c. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d, If t is owner/authority of the wastewater treatment facility
a i the(WTthat a the will
pbe accepting a
the wastewater flow from this project is different
Teter must be provided from the owner/authority of the WWTP 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/spec
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
ho ises and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer. 4 of 6

FOU-23-1994 11:34 FROM
• i •
DEM WRTER UURLITY SECTIUN TU
r„'JL' J rt/7.j
F-RUy1U4tib4T(►T( h'.14/14
NameandC
mplete Address of Engineering Firm:
134 Wheat Way
City:
Telephone
Profession
I,
Forest,
and complet
proposed de
portions of t
these maceri
judged it to
North Carol'
Print Name
Seal
Applicant'
I, St
Fair
Allen & Associates
Fayetteville State: _ N.C.__. Zip: 28319
[phone]
1 Engineer's Certification:
rve }1. Al 1 en , attest that this application for
Section Six, Phases I & II has been reviewed by me and is accurate
to the best of my knowledge. I further attest that to the best of my knowledge the
gn has been prepared in accordance with the applicable regulations. Although certain
is submittal package may have been developed by other professionals, inclusion of
s under my signature and seal signifies that I have reviewed this material and have
consistent with the proposed design.
a Professional Engineer's Registration No.
fEngineer Hart', „H. Allen ,Ly±~I►'tWFri,,,
, \1 I;Ah'Q `',,
c� ^,,..,...,.(,,�
�+ a. .• §c cer.. •._
T t
SCAL \
12908
d Signature (specify date):
Certification: .
vEl EDUth
1>908 (,‘',L;CL21-'
• F r fi ,
, attest that this application for
ay Forest;. Section Six, Phases I & II_
has been re
that if all re
information
incomplete.
Si
INF
NO
j
ewed by me and is accurate and complete to the best of my knowledge. I understand
uired parts of this application are not completed and that if all required supporting
and attachments are not included, this application package will be returned as
Date 1.4)',d -li
HE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
MATION AND MATERIALS, SHOULD DE SENT TO THE FOLLOWING ADDRESS:
TH 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
5 of 6