WQ0009599_Sewer Extension_19940616

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MEMO TO: State Review Group Division of Environmental
Management
FROM: Ricky Revels R� Rom` Fayetteville Regional
Environmental Technician Office
SUBJECT: Procedure Four (4)
WQ0009599
Brookside Apartments
Sewer Extension -Private
Town of Maxton
Robeson County
7 14 94
Date
State Review Group Review
Engineer Angela Griffin
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Maxton Wastewater Treatment Plant
2) WWTP design capacity .6000 MGD
3) NPDES Permit No.: NCO027120 Expiration Date: 12Z31194
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 6/01/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
7,680 GPD
domestic 100% ; industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 0 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure

~
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CKEX88/MP
07/01/94
COMPLIANCE
EVALUATION
ANALYSIS
REPORT
PAGE i
PERMIT--NC0027i2O
PIPE--00i
REPORT
PERIOD:
9306-9405
LOC---
E
FACILITY--MAXTON
WWTP, TOWN
OF
DESIGN FLOW--
.6000
CLASS-2
LOCATION--MAXTON
REGION/COUNTY--06
ROBE%ON
50050
003iO
00530
006iO
31616
50060
000iO
0040O
MONTH
Q/MGD
BOD
RE%/T%%
NH3+NH4-
FEC COLI
CHLORINE
TEMP
PH
LIMIT F
.6000
F 30.00 F
30.0
12.70
F 200.0
NOL
NOL
9.0 6.0
93/06
.2131
3.i5
.5
i.89
3.2
.133
25.50
7.3-7.2
93/07
.2042
1.35
.7
.35
17.3
.ii6
27.60
7.3-7.2
93/08
.2332
2.45
.0
.50
24.4
.078
27.00
7.2-7.1i
93/09
.2691
3.55
2.1
.35
34.6
.095
26.75
7.0-6.7
93/i0
.i828
3.20
2.0
.30
.0
.064
21.80
7.4-6.6
LIMIT F
.6000
F 30.80 F
30.0
NOL
F 200.0
NOL
NOL
9.0 6&.)
93/11
.1630
3.25
5.7
.44
12.6
.075
17.75
6.6-6.5
93/�2
�
.i730
3.55
5.0
.06
13.0
.050
i4.80
7.0-6.4
94/01
.2858
5.75
4.2
.90
.O
.042
13.00
7.0-6.3
94/02
.i9O8
9.30
3.5
.15
.O
.084
i5.75
7.1-6.4
94/03
.2966
4.65
4.2
1.14
8.7
.090
16.25
6.9-6.7
LIMIT F
.6800
F 30.00 F
30.0
12.70
F 200.0
NOL
NOL
9.0 6.0
94/04
.097
3.40
3.0
.35
.0
.088
19.80
7.1-6.5
94/05
.i892
5.40
2.1
40.70F
.O
22.00
7.0-6.6
AVERAGE
..2117
4.08
2.7
3.92
9.4
.083
20.66
_-----
MAXIMUM
.4400
12.20
9.0
8i.0O
i200.0
.i80
28.00
7.40O
MINIMUM
.i00
LE%%THAN LE%%THAN
LE%%THAN
LE%%THAN
.Oi0
ii.O0
6.300
UNIT
MGD
MG/L
MG/L
MG/L
0000ML
MC/L
DEG.0
%U

�KEX88/MP 07/0i/94
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE, 2
PERMIT--NCO027i2O PIPE--00i REPORT PERIOD, 9306-9405 LOC---E
FACILITY--MAXTON WWTP. TOWN OF DESIGN FLOW-- .6080 CLASS--2
LOCATION--MAXTON REGION/COUNTY--06 ROBE%ON
80600 80665
MONTH TOTAL N PHO%-TOT
NOL NOL
93/86 2.630 .3300
93/O7
93/O8
93/09 3.300 .i4OO
9 3 / i 0i
LIMIT NOL NOL
93/ii
93/12 K200 2.2008
94/O2
94/03 4.000 i.5O0O
LIMIT NOL NOL
94/04
94/05
AVERAGE 2.782 1.0425 `
MAXIMUM 4.008 2.2000
MINIMUM i.200 .i40O
UNIT MG/L MG/L

; ! Z- 3 i- °t t/
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 16, 1994
MR T. RAY CAMPBELL
MAXTON HOUSING LTD PARTNERSHIP
PO BOX 26040
GREENSBORO, NORTH CAROLINA 27420
Dear MR CAMPBELL:
i�
1:3EHNR
r k5M
JUN 21� `
1994
ENV. MANAGEMENT
1:AYETTEVILLE REG. OFFICF
Subject: Application No. WQ0009599
Brookside Apartments
Sewers -Private
Robeson County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 15, 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 Angela Griffin 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 Angela Griffin at [phone].
Sinc ely,
� , (9 6cic�_�
Caron n McCaskill
Y
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Borum, Wade & Associates, Inc.
Pollution Prevention Pays
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 MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Maxton Housing Limited Partnership
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): T. Ray Campbell, Vice President,
Weaver Investment Company, General Partner
3. Mailing Address: P.O. Box 260 40
City: Greensboro State: NC Zip: 27420--6040
Telephone No.: 910 275-9600
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance,, Operational Agreements, etc.):
Brookside Apartments
5. Application Date: 6 / 14 / 9 4
7. County where project is located:
II. PERMIT INFORMATION:
Robeson
6. Fee Submitted: $ 400.00
1. Permit No. (will be completed by DEM): lQ1DoQ 0q5If -19
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 modificatiop. to an
existing permit, list the existing permit number and'issue.date
4. Specify whether the applicant is public or x private. .
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER EXTENSION
PAGE 2 (4/91) •
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 % Domestic;
% Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdisision, hospital, commercial, industrial, apartments, etc.:
apartments
3. Indicate 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
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: 10 -one bedroom units
and 22 - two bedroom units.- 32 units x 240 gpd/unit = 7,680 gpd
IV. DESIGN INFORMATION:
1. Brief project description: 32 unit apartment project -
2. Name of wastewater treatment facility receiving wastewater: Town of Maxton
a. Facility permit no.: NC 0 0 2 712 0
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: existing sewer has capacity to aaccep-t—
flow from this project
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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: N
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
Ductile
8 212 Iron N 0.5 0.5 2.4 2.4 24
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. ' 6 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: 212 linear feet.
6. This sewer line segment occurs between manhole no. 0 + 00 and manhole no. 2 + 12
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?
proper trench bedding and ductile iron pipe
9. Outside drop manholes are provided where invert separations exceed: = feet.
10. Identify (by manhole number) those manholes that have drop connections:• n/a
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GRAVITY SEWEK hA t trNsrvN
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 100 GPD/ pipe dia. in./ mile. 100 GPD/ pipe dia. in./ mule.
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? x Yes _ No
13. Are manholes subject to flooding? _Yes _x- No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, —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): _Yes —No
16. Identify (by manhole number) those manholes that are vented: n / a
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:
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 211.0205(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.
4of6

- GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: - Borum, Wade and Associates, P.A.
405-D Parkway
City: Greensboro State: NC Zip: 27401
Telephone No. [phone]
Professional Engineer's Certification:
I, Homer S . Wade , attest that this application for
Maxton Housing Limited Partnership 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. 10771
Print Name of Engineer Homer s . Wade gpoil��
o�eS~ S 61�`� 2'
Seal and Signature (specify date):
y
,G 1........N W 5yl 0/9t
Applicant's Certification: ��i0, Si W►�`
I, T _ Ray C ampbe 1 1 , attest that this application for
Maxton Housing Limited Partnership
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 attachme se not included, this application package will be returned as
incomplete. B eav ve ment Company, General Partner
Signature . Date 6 / 14 / 9 4
Ray Ca ell, Vice President
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 `l
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
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VKHVll Y or_ W1rK irA10IN01VIV
PAGE 6 (4/91) ,
r
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial
$400
Domestic/Cooling Water
$400
10,001 - 1,000,000 GPD
Industrial
$400
Domestic/Cooling Water
$400
1,001 \10,000 GPD
Industrial
$400
Domestic/Cooling Water
$400
< or = 1,000 GPD and
Single Family Dwelling
$240
Sludge < or = 300 Acres
$400
Sludge > 300 Acres $400
Sewer Extensions
(nondelegated) $400
Sewer Extensions
(delegated) $200
Closed -Loop Recycle
or Evaporative $400
$300
$300
$250
$250
$200
$200
$120
$250
$250
0
0
$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.
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