WQ0009541_Application (FTSE)_19940603

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MEMO TO: State Review Group Division of Environmental
Management
FROM: Ricky Revels R R`"`�'" Fayetteville Regional
Environmental Technician Office
SUBJECT: Procedure Four (4) 7/14/94
WQ0009541 Date
North Leigh Estates
Sewer Extension - Private
County of Harnett
Harnett County
State Review Group Review
Engineer John Kuske
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Buies Creek Wastewater Treatment Plant
2) WWTP design capacity 0.5 MGD
3) NPDES Permit No.: NC0030091 Expiration Date: 06/30/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 05/01/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
10,500 GPD
domestic 100%; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 9,600 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
Denial

EX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
O6/i4/94
PAGE i
PERMIT--NC0030091 PIPE--00i REPORT PERIOD: 9305-9404 LOC--- E
FACILITY--BUIE% CREEK WWTP DESIGN FLOW-- .5000 CLASS--2
LOCATION--BUIE% CREEK REGION/COUNTY--06 HARNETT
58050 803iO 00530 006i0 31616 50060 TGE6C 000iO
MONTH Q/MGD BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE FTHD24PF TEMP
LIMIT F .5000 F 30.00 F 30.0 NOL F i000.0 NOL NOL
93/05 .3001 26.00 iO.8 1.70 280.6 .154 20.25
93/06 .2531 21.00 27.9 .82 357.8 .216 24.25
93/07 .2939 16.60 9.9 .88 82.3 .20O
LIMIT F .5000 F 30.00 F 30.0 NOL F i000.0 NOL NOL NOL
93/08 .3024 ii.50 5.6 .76 30.3 .287 i 25.0O
LIMIT F .5000 F 30.00 F 3O.0 NOL F 200.0 NOL NOL NOL
93/09 .3469 i8.i6 9.5 .76 15.6 .240 23.83
9300 .3731 7.95 14.0 1.36 22.1 .200 2 21.25
93/ii .3798 17.94 13.9 1.28 32.4 .166 i i9.i6
9302 .3649 21.25 9.8 .62 66.2 .116 15.93
��
94/01 .4539:�vx�!5.i7 12.5 .96 48.9 .154 1 i3.00
x�
94/82 .4788>10*m2.75 i4.2 .70 53.8 .164 i4.57
94/03 .432371429.50 9.8 .68 i0i.8 .i58 17.70
94/O4
.3527
14.20 19.3
.z5
86.5 .160 2 17.53
AVERAGE 11IN110 / ^i6.G3 13.1 .95 98.1 .184 i 19.86
MAXIMUM .8396 29.60 58.0 2.8i 400.0 .500 2 28.0O
MINIMUM .0954 4.00 i.0 .20 8.O .iO0 i 9.00
UNIT MGD MG/L MG/L MG/L 4/100ML MG/L PA%%/FAI DEG.(*-*.*
,4000 D0/

[YEX88/M.P
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COMPLIANCE EVALUATION ANALYSIS REPORT
06/i4/94
PAGE 2
PERMIT--NCO030091 PIPE--00i REPORT PERIOD: 9305-9404 LOG --- E
FACILITY--BUIE% CREEK WWTP DESIGN FLOW-- .5000 CLASS--2
LOCATION--BUIE% CREEK REGION/COUNTY--06 HARNETT
00400 08680 00665
MONTH PH TOTAL N PHO%-TOT
LIMIT 9.0 6.0 NOL NOL
93/05 2.430 1.7600
93/06 7.0-6.5
93/07 6.8-6.6
LIMIT 9.0 6.0 NOL NOL
93/08 8.050 i.3iOO
LIMIT 9.0 6.0 NOL NOL
93/09 7.3-6.3
93/i0 6.8-6.4 i.6i0 i.7OOO
93/ii 7.0-6.1
9302 7.3-6.1
94/01 7.2-6.3 5.088 3.O3OO
94/02 6.9-6.5
94/03 7.3-6.3
94/84 7.2-6.6 .000 4.70OO
AVERAGE _---- 3.434 2.5008
MAXIMUM 7.300 8.050 4.700O
MINIMUM 6.i0O 1.610 1.310O
UNIT %U MG/L MG/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
June 3, 1994
MR RODNEY TART
BUIES CREEK WATER & SEWER AUTHORITY
PO BOX 1119
LILLINGTON, NORTH CAROLINA 27546
Subject:
Dear MR TART:
Application No. WQ0009541
North Leigh Estates
Sewers -Private
Harnett County
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The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 2, 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 John Kuske 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 John Kuske at [phone].
cc: Fayetteville Regional Office
Massengill Associates
Sincerely,
L,taro7yn McCkill
Supervisor, State Engineering Review Group
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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 EXTENSION
I. GENERAL INFORMATION:
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
,6[1, . Jc"?Z ZkIrRic r / J4',4/ 77 Lcw.tj /
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
R Drt/E/ Ai/ 77 7— , fJiac ci e2A or— PuBLa c.
3. Mailing address: P c9 Bcx ///cf
City: L•z.c-. "ff. 7 A/ State: /✓-L- Zip: Z 7 54
Telephone Number ( 9 / 0 ) 89 3 — 75 7S
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.):
/✓o,Q717/ L E-/L L/ e'5714)•
5. Application Date: 6. Fee Submitted: $ 44 7 . o0
6. County where project is located: , 4, A/ETT
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM):
2. Specify whether project is: / new;
modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number /WA and the issue date ' 4VIA
4. Specify whether the applicant is _V public or private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. /coo % Domestic/Commercial ; c 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.: Su tap ► V PS so N
3. Indicate any parameter(s) (and their concentration) that will be greater than normal domestic levels: /V/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
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wastewater treatment facility? i-1/A
5. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued:
FORM: GSA 11/93 Page 1 of, 6-

6. Volume of wastewater generated by this project: / 67/ Scagallons per day.
7. Explanation of how wastewater volume was determined: Z S /-71o',,dc.5 x 3. S aSEENZ cowls/dos e.
X 12o G /f3E1)2noM = /o s c APB
IV. DESIGN INFORMATION:
1. Brief project description: t3DI on1 w1T1-1 /541:)/4cs
/N MOoEZA•tre" /43Z/GE •/Pi4N« . /dr36/G 4i/47e-A
2. Name of wastewater treatment facility receiving wastewater. By/Es /��'kk I J.45 T UJ 412 T?.✓1T. PST
a. Facility Permit Number WC o 0 3 0 0 9/
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater
AFTer,_ "..etneuma6 THE DegvusTkeAm sesoer. CAPAc/Tcf / /l/., MK oi‘IN✓ion/ MY
A00/77oNfk rviw $C wi7H/N 7716 ext ),74/ ,4vAiu4f.-t G}filo/T�
c. Permit Number for sewers immediately downstream: 00 3 0 0 9 / - /14s1Y 2 3. ,
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
Circle C or
®Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Minimum
Cover (in)
Velocity
(fps)
e'
ZZ.9 3
f vc.
. 013
•9s°/6
3.4q %
Z. o
‘ • I-
4-g
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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 mu -holes? N/A
FORM: GSA 11/93 Page 2 of 6

5.* Maximum sewer reach length between manholes: "BS7 linear feet.
6. This sewer line segment occurs between manhole no.
//4 3 and manhole no.
7. Does the owner/operator have the ability to clean this length? 17 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? V Yes No. If yes, what measures are being
taken to enable the sewers to withstand the loads?
A IDeG2✓fiD 44E3)6iK6 AND /-3/4cl�F-stL
Co -16 72.ac,n o iv/ •
9. Outside drop manholes are provided where invert separations exceed: 2 . feet (provide for separations > or = 2.5)
10. Identify (by manhole number) those manholes that have drop connections: /V/A
11. Maximum allowable infiltration/exfiltration test rate: /Oo GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
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:
a) 100 ft. horizontal separation from wells or other water supplies? ttYes No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? V Yes No
c) 10 ft. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? V Yes _�10
13. Are manholes subject to flooding? ✓ Yes No. If yes, aye manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans) ✓ Yes No; Or, are manholes watertight and vented 1
foot above the 100-year flood elevation ( should be shown on plans): Yes No
14. Identify (by manhole number) those manholes that are vented: N/A
15. 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: / -",1 • o so p � / / /iPc
/S GoGi4TE6 i•VPRoxfififtirE4y 7W0 Fes r ©c/sn uG z jZ 7' c.? ,erev. .
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe 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. Wastewater collection systems may riot be installed in WS-I watersheds. Are any of the subject wastewater collection..
systems located in a WS-1 watershed? Yes V No.
FORM: GSA 11/93 Page 3 of 6

8-
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. 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 5100.
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. 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 bold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission aclmowledging these areas are
covered under an existing franchise.
f. 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.
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.
h. 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: GSA 11/93 Page 4 of 6

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Name and Complete Address of Engineering Firm: ./0:4-S.S e-..7,16 / L,(_r A-Ssdx-'AT7- ,'f}
City: ,i3C24.50 it/
State: Ai- G Zip: .Z 7 5 z> ',-
Telephone Number. ( 7/ 9 ) 894- 2o7/ F%x ¢-728F,
Professional Engineer's Certification: -
I' LAi've-,2 G(/ /V45.SEaJ�/G-c-- attest that this application for ,'64Q.77 LE/6/grass
has beenreviewed 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 thist serial and have judged it to be consistent with the proposed design.
. �.,,
Nort . a�q,lid �gs�si003 gineer's Seal, Signature, and Date:
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Applicant's Certification:
1. is e? - 7172/ attest that this application for
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 to m3s incomplete.
Signature
Date fr/f1
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: GSA 11/93 Page .5 of 6

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
June 13, 1994
Rodney M. Tart, Director of Public Utilities
Buies Creek Water & Sewer District
P.O. Box 1119
Lillington, NC 27546
Dear Mr. Tart:
Alt=11C.111rA
�EHNFR_
FAYEf l L
Subject: Application No. WQ0009541
Additional Information Request
Buies Creek Water & Sewer District
North Leigh Estates
Sewer Extension
Harnett County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. The following items must be addressed before we can complete our review:
1) Please add a section to the specifications or a note to the plans concerning the minimum
separations that must be maintained between sanitary sewer lines, storm sewer lines, and water
lines.
2) Please show the water line on the sewer line profile between MH-5 and MH-6 on sheet 2 of the
plans so the Division can confirm that you are maintaining the minimum 18 inch vertical
separation in the areas where the minimum 10 foot horizontal separation is not maintained.
3) Please provide documentation stating if the subject permit should be issued to the Buies Creek
Water & Sewer District or Harnett County Utilities.
Refer to the subject permit application number when providing the requested information. Please
submit three (3) copies of all information to my attention at the address below. Also,
please note that failure to provide this additional information on or before July 13, 1994 will subject your
application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
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

cc:
If you have any questions on this matter, please call me at [phone] ext. 527.
16ayetteville Regional Office
Permit File WQ0009541
Massengill Associates, P.A.
Sincerely,
John A. Kuske III
Environmental Engineer
State Engineering Review Group

August 21, 1995
RODNEY M. TART
BUIES CRK W&S-N. LEIGH ESTATE
PO BOX 1119
LILLINGTON, NC 27546
A? 21
ENV MANAGEMENT
rTE ,,1itr REG. OFFICE]
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0009541
BUIES CRK W&S-N. LEIGH ESTATE
HARNETT COUNTY
Dear Permittee:
On July 18, 1994 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, N.C., 27626-0535.
To date, our records show that 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, MASSENGILL
ASSOCIATES, PA 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,
Carolyn McCaskill, Supervisor
State Engineering Review Group
cc: File
Fayetteville Regional Office