WQ0010458_Application (FTSE)_19950103

B B.
MEMO T0:
FROM:
SUBJECT:
State Review Group
Ricky Revels R�
Environmental Tech ician IV
Procedure Four (4)
WQ0010458
Chason Ridge
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
2/06/95
Date
State Review Group Review
Engineer Randy Kepler
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 12/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 25,920 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 4,791,480 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

�F�2�O2 08:35:43 TERMINAL CONNECTED TO IM% IM%
GKEX88/WP
COMPLIANCE EVALUATION ANALYSIS REPORT
PERMIT--NC005005 PIPE--00i REPORT PERIOD, 9312-94ii LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH C< DESIGN FLOW-- 12.0000 CL
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
MOHT* "Q/MGD
LIMIT
F 7.0000 F
6.8225
LIMIT F12.0000 F 12.00 F
94/01 7.i354
94/03 3.7i
LIMIT 02.0000 F 6.80 F
7.0600 2.i3
94/O5
94/07
94/&";:
6.7483 3.20
3.92
3O.0 F
�
i.2
i.2
�
1
3
3i616 00300 TGP3B
NH3-N FEC COW CHLORINE DO CERI7DPF
.2i
200.0
NOL NOL
90.0 NOL
12.3 .324
5i.3
46.2
.363
NOL
74/i4.i3 1.6 391.2G5
NOL
i
NOL NO|
1 n4�
9.52
8.78
-!MIT 02.0000 F 2.00 F 200.O NGL
K/ii 7.2066 9.2 258.85O
NOL
`
AVERAGE 7.1904 3.i6 K2 .14 32.3 182.396 9.30 i
4AXIMUM 9.5000 8.50 3.5 2.80 5500.0 760.000 ii.60 i
1I14IMUM 5.7000 .70
]NIT ML M�/L

~
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
PERMIT--NC0050165 PIPE--001 REPORT PERIOD, 93i2-94ii LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW— 12.0000 CL
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
MONTH
93/i2
-�MIT
F4/02
ZMIT
00010
v TEMP
No;..
06400
00600 00665
PH TOTAL N PHO%-TOT COPPER
7.7-7.0
i6.55 G.i-7.O
17.47
7.4-6.6
NOL
14.900
NOL
NOL
i.70O0
i4.700 .5O��
NOL 9.0 S0 W
F4/05 21.33
S.�
25.S5
/4/i0 23.76
'TMIT NGL
iAXIMUM
>INIMUM
7.4-6.G
2i.7.
i5.00 6.600
:5.600
NGL
i.6i00 .0��O
TOO 1.5000 .00�0
NGL
!3.400
14.64i
17.G�0
i2.W0
NGL
n000
.0000
.0000
2.9i66
35,0000
Oi05i
LEAD
.O000
.000)
�OL
0000
NGL
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
Arn
1=3EHNFl
January 3, 1995
MR M.J. NOLAND
PWC/FAYEf I BVILLE
PO DRAWER 1089
FAYEIThVILLE, NORTH CAROLINA 28302
Subject: Application No. WQ0010458
Chason Ridge
Sewers -Public
Cumberland County
Dear MR NOLAND:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 3, 1995. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATLR QUALITY NUMBER WHEN MAKING INQUIRES
ON THIS PROJECT.
Your project has been assigned to Randy Kepler 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 Randy Kepler at [phone].
L
Sincerely,
6F? VCarol'yn Mc skill
Supervisor, State Epgineering Review Group
cc: Fayetteville Regional Office
J. Landcaster Associates !!:'tN 1995
Pollution Prevention Pays FAt , t 7-ICE
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 MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): f l) eL I LJOCKS COMMISSION
tiF � GIT'( o f FAYE.TTe k/tt..L.e
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): M. 7. N(IA and ) P. E. — FrCcAor
r er Resm.\ s
3. Mailing Address: PDST nFE. 'Dr At) EC. i oefi
City: FAYP1T ' -LF-
State: N.C. Zip: 2,$02_,
Telephone No.: ( I b ) 4 3- I4D 1
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
CFASoN APAQTINP.NTS P►fASE a
5. Application Date: .S ePT 19 6. Fee Submitted: $ ZOO
7. County where project is located: C,UM PE�e
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): . /�ij r)�-f)-5
2. Specify whether project is: '( 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 and issue date N /A
4. Specify whether the applicant is X public or private.
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER EXTENSION
PAGE 2 (4/91)
i
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domestic:
Commercial;
% Industrial; _ % Other waste (specify):
2. Please provide a one or two word descriptionnspecifying usialeapartments, etc.origin of the astewater,
such as school, subdivision, hospital,
q(r) i T T J
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: '' S q 10 gallons per day
6. Explanation of how wastewater volume was determined: �80
. 52 a. 62 u N > TS Q 240 &A-- / O
IV. DESIGN INFORMATION:
1. Brief project description:
1
Al2A-e viav TS use T .
2. Name of wastewater treatment facility receiving wastewater.
a. Facility permit no.:
b. Engineer should provide statement of his evaluation of downstream sewers to
. n A.nO%11l/��i1S
accept the wastewater: Do
2 of 6
6
p

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: Ni
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 1025.133 S.4 lD.ly • leo
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: 19`1. 4Z linear feet.
6. This sewer line segment occurs between manhole no. e 8 and manhole no. E
7. Does the owner/operator have the ability to clean this length? Y 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?
RIMFQ11AT (`nvF1 1s I?RAJlf)Eb Anon INSTk!!.A-T1fir! Ptr1Fiel)
h/H1(J hill .L f11 t.tp SEu)F(1 Tb W 1T1-Ffii N D NnQN L let-PFLr (64,15
9. Outside drop manholes are provided where invert separations exceed: 2.0 feet.
10. Identify (by manhole number) those manholes that have drop connections: Nl/t
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: •
Note: Must not exceed 200 GPD/ pipe dia. in./ mile. Ib o 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? 1(i_ Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe X Yes _ No
sanitary sewer specified?
c) 10 ft horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? . Yes _ No
13. Are manholes subject to flooding? _Yes .1No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, IVA Yes _ No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year N�A _yes _ No
flood elevation ( should be shown on plans):
16. Identify (by manhole number) those manholes that are vented: J /A
17. 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 stream
crossings are located:
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 NCAC2H .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.
4 of 6

GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: i• LANCArTe2 ASS6Giml5S,, •
(DjO VILLA -g f ZACE) 13606-, Z 1) ,Su rre
City: MA•►2i t✓ tTt State: ( Zip: 3aob1
Telephone No. 404 - .955 - 24 21
Professional Engineer's Certification:
I, `l OSE PN L• / .AI\l_ASTPC , attest that this application for C -IA.SDN (LI D6-e J
pAS e g- 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.
Print Name of Engineer ,1 OSS P-6 I. I-ANCAST& R,
Seal and Signature (specify date):
Applicant's Certification:
1, . M . s. k\c\coct
�ivAlZTMf N1S SF
, attest.thArffTs application for rA-IA-Sa c 2a c*
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
Date //? v
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
5 of 6

GRAVITY SEWER EXTENSION
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW 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
$240 $120
Sludge < or = 300 Acres $400 $250
Sludge > 300 Acres
Sewer Extensions
(nondelegated)
Sewer Extensions
(delegated)
$400 $250
$400 0
$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.
6 of 6

Project Name:
Delegated Municipality Reviewer's Certification:
I, VITTOR GAN TENSAW- , 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.:
State of North Carolina
Department of Environment. Health, and Natural Itesoul «�
Division of Environmental Management
512 North Salisbury Street - North Carolin:: 2 ;(,-(,.tt5.':z
G:ur_D
tames G. Marun, Governor
\V ilham W. Cobzy. Jr.. Sic:eLin:
Memorandum
To: Delegated Municipalities
71
May 1, 1991
From: Steve W. Tedder. Chief
Water Quality Section L/
Sucect: Delegated .\•tunic:pill i:cs C:`, c::iist for Revised Non-Disch:Ir ,e P ernu
The Division of Environmental Management's Water Quality Section has revised
Gravity Sewer Non -Discharge Permit Application Form. The form now Incorporates the bash
information that the Division feels is necessary in order for the delegated municipalities to pertomi
review on a gravity sewer project for the Division; therefore, the Division will no longer require th t
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and submitted. We do.
however, require that the deiegate.d 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 all gravity seweF
applications that are being submitted as a delegated
d municipalities
es project. If you have any questions
on this matter, please contact Ms. Randy Jonesat
DELEGATED MUNICIPALITY GRAVITY SEWER CERTIFfT' ATIfN
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: pLIRI.TC WOn }. c COMMTSSTON t'lF THE f TTY n[ h A Y
CHASON RIDGE APARTMENTS, PHASE 2
Seal and Signature (specify daze):
CORM: DMGS 4/91
PAGE 1 OF 1
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February 19, 1996
M.J. NOLAND
PWC/FAYE1"1'r.VILLE-CHASON RIDGE
PO DRAWER 1089
FAYETTEVILLE, NC 28302
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0010458
PWC/FAYETTEVILLE-CHASON RIDGE
CUMBERLAND COUNTY
Dear Permittee:
On January 17, 1995 the Division of Environmental Management issued you
the subject permit. One of the conditions of the subject permit read as
follows:
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, t` !'., 27626-0535.
To date, our records show than no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, J.
LANCASTER ASSOC at [phone]. If the facility has not been constructed,
please contact the Fayetteville Regional Office at [phone], so that they
can update their records.

Thank you for your prompt attention to this matter.
Sincerely,
;2:: ,4p1449.ce41.,-
Carolyn McCaskill, Supervisor
State Engineering Review Group
cc: File
Fayetteville Regional Office