WQ0009681_Application (FTSE)_19940706

F/to
MEMO TO:
FROM:
SUBJECT:
State Review Group
Ricky Revels
Environmental Teccian
Procedure Four (4)
WQ0009681
McPherson Green Condos
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
7/21/94
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
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 6/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 7,680 GPD
domestic 100% ; industrial
Expiration Date: 05/31/96
; other
6) Volume from previously approved projects not yet tributary to
WWTP 3,681,713 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

�P
GKEX88/MP
f
COMPLIANCE EVALUATION ANALYSIS REPORT
O7/i9/94
PAGE i
PERMIT--NC0050i85 PIPE--OOi REPORT PERIOD: 9386-9405 LOC---E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- 12.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50050 0000 80530 00610 3i6i6 50060 00300 TGP3B
MONTH Q/MGD BOD RE%/T%% NH3-N FEC COLI CHLORINE DO CERI7DPF
LIMIT F 7.0000 F ii.00 F 30.0 F i.00 F 200.0 NOL NOL NOL
93/06 5.4300 2.50 3.5 .ii 154.0 .00 8.9i
93/07 5.8709 2.49 4.0 is 172.3 .643 8.53 i
93/08 5.5774 2.07 3.2 .06 45.6 .597 8.43
93/09 6.3933 1.74 i.5 .O8 .325 8.2O
93/i0 6.8741 2.00 .9 .ii i5.O .367 9.ii i
LIMIT F 7.0000 F 22.00 F 30.0 F 2.80 F 200.0 NOL NOL NOL
93/ii 6.9400 i.88 .9 .iO 45i.i .278 9.28
93/12 6.8225 1.39 .9 .ii 29.7 .604 9.68 i
LIMIT F12.0000 F 12.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
94/01 7.1354 2.53 i.2 .51 i2.3 .324 iO.52 i
94/02 7.1000 2.73 1.4 .2i 51.3 .349 iO.46
94/03 7.5709 3.7i i.2 .09 46.2 .363 9.52
LIMIT Fi2.0000 F 6.00 F 30.0 F i.00 F 200.0 NOL NOL NOL
94/04 7.0600 2.13 1.0 .04 95.9 8.57 i
94/05 6.7483 3.20 i.5 .47 24.7 9.56
AVERAGE 6.6269 2.36 i.7 .i7 73.1 .456 9.23 i
MAXIMUM 9.5000 6.70 8.6 2.80 i4i5.0 i.00 11.60 i
MINIMUM 4.5000 .20 .i .03 .0 .020 6.20 i
UNIT MGD MG/L MG/L MG/L 4000ML UG/L MG/L PA%%/FAI

GKEX88/MP
,
COMPLIANCE EVALUATION ANALYSIS REPORT
07/i9/94
PAGE 2
PERMIT--NCOO5OiO5 PIPE--001 REPORT PERIOD: 9306-9405 LOC--- E
FACILITY--FAYETTEVILLE - PWC ROCKFISH CK DESIGN FLOW-- i2.0000 CLASS 4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
880i0 00400 00600 00665 OiO42 01051
MONTH TEMP PH TOTAL N PHO%-TOT COPPER LEAD
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/06 23.i8 7.8-7.2 i4.800 2.3000 .0000 .000O
93/07 24.66 7.8-7.0 i8.000 1.7000 .00OO .00OO
93/08 25.i3 8.0-7.4 i7.i0O 1.8000 46.0000 .00OO
93/09 24.i9 8.0-7.3 i4300 2.i0O0 .0000 .0000
93/iO 21.57 7.9-6.8 16.600 i.9000 ii8.000O .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
93/ii 20.70 7.8-7.4 12.300 2.0000 0.0000 .000O
93/i2
i8.55 7.7-7.0 14.900 1.8000 35.0000 .00OO
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
94/0i i6.55 8.i-7.0 i2.300 1.7000 .0000 .000O
94/O2
16.2O 17.300 i.6200 .0000 .00OO
94/03 17.47 7.4-6.6 14.700 1.5000 .0000
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL
94/04 i9.60 7.9-7.0 i5.600 1.5600 .0000 .00011)
94/05 2i.33 17.800 i.8iO0 .0000 .00OO
AVERAGE 20.76 ----- 15.458 i.8i58 i9.i666 .00OO
MAXIMUM 27.00 8.100 18.000 2.3000 ii8.0000 .........
MINIMUM i5.00 6.600 12.300 i.50OO 3i.0OOO
UNIT DEQC %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
July 6, 1994
MR M.J. NOLAND
PWC/FAYET 1EVIT T ,E
PO DRAWER 1089
FAYE'ITEVILLE, NORTH CAROLINA 28302
Dear MR NOLAND:
•
1=3,EHNR
1, JUL' 8 1994
ENV. MNt'-':::3E) '.N
E►7.ETTEVILLE REG. OFFICE
Subject: Application No. WQ0009681
McPherson Green Condos
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 6, 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 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].
Sincerely,
% t Carolyn cCaskill
Supervi or, State Engineering Review Group
cc: Fayetteville Regional Office
Bennett Engineering
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

James G. Martin, Governor
William W. Coley, Jr., SecreLary
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carotin:: 27626-0535
G:ur_!c T. Evcr:a.
D;rcct,:r
May 1, 1991
.',
Memorandum
/ =r CO,
r�- rn
To: Delegated Municipalities �' t C„;; ,
From: Steve W. Tedder, Chief ►c3'
Water Quality Section n rn
Subject: Delegated Municipalities Checklist for Revised Non -Discharge Permit Applications
c.
The Division of Environmental Management's Water Quality Section has revised the `'
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the basic
information that the Division feels is necessary in order for the delegated municipalities to perform a
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 all 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 919/733-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CERTIFICATION
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant:
McPherson Green Condominiums
Project Name:
Delegated Municipality Reviewer's Certification:
I, VTCTfIR GAN.W..HSANT , 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.: _ 14368
Seal and Signature (specify date):
FORM: DMGS 4/91
PAGE 1 OF 1
,,,,,,,, t,,,,

2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Marion J. Noland, PE
Director of Water Rescources
P.O. Drawer 1089
3. Mailing Address:
city: Fayetteville
Telephone No.: ( 910 ) 4 8 4 -14 0 l
State: NC Zip: 2 8 -1n 2
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
McPherson Green Condominiums
5. Application Date:
27 Jun 94 6. Fee Submitted: $ 2 0 0. 0 0
7. County where project is located: Cumberland
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): i( C7 OO °1
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/and issue date
4. Specify whether the applicant is X public or private.
FORM: GSEA 4/91 Page 1 of 6
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:
Applicant ration, individual, or Other): Fayetteville, Public Works Commissi.Qr,
1. A
PP;
C-
fr�C`p�r'

LIKAV11 I ►7GWZ✓�GA1GlrJ1V1V
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 10 0 % 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, industrial, apartments, etc.:
Residential Condominiums
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: 7,680 gallons per day
6. Explanation of how wastewater volume was determined: 32 dwelling units with
2 bedrooms each X 120 G P D
IV. DESIGN INFORMATION:
1. Briefprojectdescription: Extend an 8" San. Sewer Main to serve 32
Condominium Residental Units
2. Name of wastewater treatment facility receiving wastewater. Rockfish Treatment
Plant
NC 0050105
a. Facility permit no.:
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The 8" Collection Mains downstream from
this project to the Buckhead Creek Outfall and the
Buckhead Creek Outfall are adequate for this addition.
2 of 6

•
GRAVITY St Wt.K r.Air.NaiON
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
N
factor or N factor is used and circle C or N below:
Dia. Len Pipe C oz ) Min. Max. Minimum Max. Minimum
(In.) (Lin. F) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 281 VC 0.013 0.40 0.56 2.0 2.3 44
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: 153 linear feet.
6. This sewer line segment occurs between manhole no?- + 19 and manhole no. 2 + 72
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?
The pipe is constructed to support hwy traffic loads. Pipe
bedding material and trench backfill will be adequate.
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed bo PD/ pipe dia. in./ mile. 10 0 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? No Crossings _ Yes No
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 . No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, N/A Yes _ No
(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): N/AYes _ No
16. Identify (by manhole number) those manholes that are vented: N/A
17. Does this project involve any stream crossings? _ yes �C. 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 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.
4 of 6

GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Bennett Engineering
120 Gillespie Street
city: Fayetteville
Telephone No. (910) 4 8 4- 5 5 2 3
State: NC Zip:28301-5644
Professional Engineer's Certification:
I, Robert M. Bennett , attest that this application for McPherson Green
Residential Condominiums 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. 3823
Print Name of Engineer Robert M. Bennett
'tltltltltlMRk!(k0l 0,
Seal and Signature (specify date):
Applicant's Certification:
I, Marion J. Noland, PE
Green, Condominiums
.4'`' CCA RO
°Y•
o
e jZ C •
�ru n moo° 3 i3
e
I iP4k!v:k.
tEF*eree�no��/f1e
, attest'thatthis application for McPherson
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 6— 307
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
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
$240 $120
$400 $250
$400 $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.
6 of 6

James G. Martin, Governor
\Vilham W. Cobey, Jr_, Secretary
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief (`\
Water Quality Section k)
Sub ct: Delegated N'IU tc#t!I_hts_ckhsi for Revised iron DISC l:if`_`e hl r11L':. ipp i mot: oil;
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 perfomt
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 all gravity seater
applications that are being submitted as a delegated municipalities project. If you have any questions
on this matter, please contact Mr. Randy Jones at 919f733-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CEP TIFICATTO
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: pJBLTC WOKPS COMMTSSTON op THE CTTY C)F FAYFTT'RVTI T.F, NORT1 CAROLINA
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carotin:.
G_ur•_. i c'-cr;;i. `.'li 7
May 1, 1991
Project Name: HE1 SON GREEN Cn&DnMTNIIIMS
Delegated Municipality Reviewer's Certification:
I, VTCTOR CAN.TFHSANT , 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 processional Engineer's Registration N
Seal and Signature (specify da:ej:
FORM: DMGS 4/91
PAGE 1 OF 1
Ot'
,N CARO(,
O
•�ESS1r
i•SE Al.
•
14368 i
�1 l z::\(NG N(Cc;"-
oR• GAN,
,