WQ0011812_Sewer Extension_19951211

rito
1®
MEMO TO: State Review Group
FROM:
SUBJECT:
s
Ricky Revels �� We`"
Environmental Technician IV
Procedure Four (4)
WQ0011812
Industrial Site/N.C. Hwy. 71
Sewer Extension -Public
Town of Red Springs
Robeson County
Division of Environmental
Management
Fayetteville Regional
Office
1105196
Date
State Review Group Review
Engineer Rick Moore
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Red Springs Wastewater Treatment Plant
2) WWTP design capacity 2_5 MGD
3) NPDES Permit No.: NCO025577 Expiration Date: 12 9
4) Compliance Information:
Present treatment plant performance
for previous 11 months - beginning 12194
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 9,000 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 35.000 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure

COMPLIANCE EVALUATION ANALYSIS
REPORT
PAGE i
PERWITrONC0025577
PIPE--00i
REPORT
PERIOD:
9412-9511
LOC---
E
7ACILITY--RED
SPRINGS WWTP.
TOWN OF
DESIGN FLOW--
2.5080
CLASS--3
-DCATION--RED
SPRINGS
REGION/COUNTY--06
ROBE%ON
50050
003i8
80530
08610
006
58060
08300
TGP3B
1ONTH
Q/MGD
DOD
RE%/T%%
NH3+NH4-
FEC COLI
CHLORINE
DO
CERI7DPF
'IMIT
F 2.50087
18.00 F
30.8
F 7.00
F 200.8
NOL
NOL
NOL
/4/i2
1.2227
8.84
11.5
.29
ii.4
.480
9.i7
i
P5/0i
1.5636
13.75
25.6
.6i
5.8
.388
9.26
i
?5/02
4.9726
i3.70
6.8
i.73
13.8
.474
9.66
15/03
1.9659
11.60
19.2
2.4}
5.5
.464
8.99
'IMIT
F 2.5000
F 15.88 F
30.O
F 2.00
F 200.0
NOL
NOL
NOL
�5/04
.9612
23.28F
i8.9
2.08
12.2
.359
8.68
2
P5/85
.7649
ii.20
12.7
.75
113.8
^372
8.00
2
P5/86
i.6902
7.95
21.4
.69
104.5
.30
7.99
2
15/07
i.3874
1O.25
}0.9
.55
60.0
.276
7.82
?5/08
.9215
9.51
10.9
.86
i0i.4
1242
7.51
i
y5/09
.7509
5.0i
13.5
i.60
i.5
.306
7.77
000
.7994
5.47
9.9
.96
2.5
.330
8.63
2
AVERAGE
1.2727
10.95
14.6
K13
39.2
.366
8.49
i
,14-jXIMUM
3.2890
30.70
30.0
3.70
360.0
i.400
ii.40
2
GNIMUH
.3970
2.60
2.i
LE%%THAN
LE%%THAN
.080
6.40
i
]NIT
HGD
HG/L
HG/L
HG/L
4000ML
MG/L
MG/L
PA%%/FAI

,^c^oo/nr'
v`/vu'ro
COMPLIANCE
EVALUATION
ANALYSIS
REPORT
PACE 2
PERMIT--NC8025577
PIPE--001
REPORT
PERIOD;
9412-9511
LOCL--E ^ ^
7ACILITY--RED
SPRINGS
WWTP. TOWN
OF
DESIGN FLOW--
2.5000
CLASS--3
-OCATION--RED
SPRINGS
REGION/COUNTY--06
ROBE%ON
O00i0
00095
00400
00600
00665
00720
0027
0634
40NTH
TEMP
CNDUCTVY
PH
TOTAL N
PHO%-TOT
CYANIDE
CADMIUM
CHROMIUM
-IMIT
NOL
9.0
6.0
NOL
NOL
NOL
y4/12
17.67
8.0-6.5
6.00
2.2000
iO.8500
i2.2000
y5/01
16.77
7.7-6.8
11.000
1.i000
.7500
8.5000
/5/02
15.i4
8.0-6.7
9.iO0
1.4000
.0000
8^0000
;5/03
17.29
7.8-6.8
7.600
1.5000
.0000
.0000
-IMIT
NOL
9.0
6.0
NOL
NOL
NOL
y5/84
19.56
8.0-7.3
15.000
3.6000
`
.0000
.0000
15/05
22.25
7.9-7.3
14.000
4.0400
.0000
.0000
15/06
23.66
7.9-7.4
i4.000
2.i2O0
.0000
'IMIT
NOL
NOL
9.0
6.0
NOL
NOL
NOL
NOL
P5/07
25.80
7.8-7.0
3.700
i.3i00
.0000
.0008
/5/08
25.77
1325.2
7.9-7.1
9.500
1.7800
.7500
5.600O
-IMIT
NOL
NOL
9.0
6.0
NOL
NOL
NOL
NOL
NOL
/5/09
24.30
i739.7
7.7-7.0
10.000
.9200
.5500
2.5000
75/iO
22.96
1150.7
7.7-7.0
22.260
K9008
.0000
.0000
AVERAGE
20.94
1405.2
________
ii.i24
i.988i
_-_
i.i727
3.2909
&XIMUM
27.00
2560.0
8.000
22.268
4.8400
------
11.7800
12.2800
GNIMUM
13.00
i28.8
6.500
3.700
.9200
------'
.5000
5.0000
]NIT
DEG.0
UMHO%/CM
%U
MG/L
MG/L
MG/L
UG/L
UG/L

[UMyLlANCE EVALUATION ANALYSIS REPORT PAGE 3
PERMIT-TNC0825577
PIPE--08i
REPORT
PERIOD:
9412-9511 LOC--- E
1ACILITf"RED SPRINGS WWTP.
TOWN OF
DESIGN FLOW--
2.5000 CLASS--3
-OCATION--RED SPRINGS
REGION/COUNTY--06
ROBE%ON
0042
005i
01067
0077
0892
7i900
fONTH
COPPER
LEAD
NICKEL
SILVER
ZINC
MERCURY
-IMIT
NOL'
NOL
y4/12
88.8800
22.6580
17.0000
'
90.0000
P5/0i
20.0000
4.5000
i8.0000
33.0000
15/02
40.8000
3.0000
5.5000
70.0800
15/03
40.0000
3.0000
3.5080
70.0000
'IMIT
NOL
NOL
15/04
40.8000
.8000
.0000
70.0000
P5/05
60.0000
.O000
.0000
120.0000
15/86
30.0000
.0000
.0000
80.0000
'IMIT
NOL
NOL
NOL
NOL
/5/07
20.0000
.0000
.0000
.0000
30.8000
.o00o
15/08
85.0000
7.5008
5.0000
i.0000
116.O0O0
.2000
'IMIT
NOL
NOL
NOL
NOL
NOL
Not..
15/09
67.0800
.0800
.0000
.O000
130.0000
.0000
1500
38.0000
.0000
3.5000
.8000
144.0080
.0000
\VERAGE
47.2727
3.6954
4.7727
.2500
86,6363
.0500
iAXIMUH
85.0000
36.8000
31.0000
i.8088
i44.0000
.2080
IINIMUM
20.0000
4.0800
5.8000
1.8800
20.0800
.2000
JNIT
UG/L
UG/L
UG/L
UG/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
December 5, 1995 DEC 11 WS
MR WAYNE HORNE ENV. I��At,�t^►SIT
TOWN OF RED SPRINGS FAYETTEVILLL hl:U. OFFICE
217 SOUTH MAIN STREET
RFI) SPRINGS. NORTH CAROl,1NA 9.9177
Subject: Application No. WQ0011812
Industrial Site/N.C. Hwy. 71
Sewers -Public
Robeson County
Dear MR HORNE:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on Dc, mber 4, 1995. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Rick Moore 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 Rick Moore at [phone] extension 527. If the engineer
is unavailable, you may leave a message on their voice mail and they will respond promptly. Please
reference the above application number when leaving a message.
cc: Fayetteville Regional Office
Koonce, Noble & Assoc., Inc.
Sincerely, )
Carolyn D. cCaskill
Supervisor, State Engineering Review Group
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 FORW ,WAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
L GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Town of Red Springs
2. Print Owners or Signing Official's Name and Title (the person who is Ie�slly
responsible for the facility and its compliance): Mr. Wayne Horne, Town Manager
Town of Red Springs
3. Mailing Address: 217 South Main Street
City: Red Springs State: NC Zip: 28377
Telephone No.: 9( 10 ) 843-5849
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Sanitary Sewer Extension on N.C. Highway 71 to Serve an Industrial Site
for the Town of Red Springs, North Carolina
5. Application Date: December 1, 1995 6. Fee Submitted: S 400.00
_ 7. County where project is located:
II. PERMIT INFORMATION:
Robeson County
1. Permit No. (will be completed by DEM):LIV
11 I
2. Specify whether project is: x new; renewal*; modificadon.
*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/A 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)
. r
d
0
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, subdivision, hospital, commercial, industrial, apartments, etc.:
Commercial Industrial Building
3. Indicate any par=eter (and its concentration) that will be greater than normal domestic
levels: Only normal domestic levels are anticipated
4. If wastewater is not domestic in nature, what level of pretreaanent has been provided to
ensure protection of the receiving wastewater treatment facility?
No pretreatment required
5. Volume of wastewater generated by this project: 9,000 gallons per day
6. Explanation of how wastewater volume was determined: 300 =21oyees averaging
30 GPD/employee. Xll wastewater is domestic in nature.
W. DESIGN INFORMATION:
--I. Brief project description: The proiect is 2,435 ft. of 12" and 145 ft. of 8"
sanitary sewer extension to serve a newly constructed 63
spec. building in the Town of Red Springs. The building
industrial
occupied by
lP nn one
shift to assemble parachutes.
2. Name of wastewater treatment facility receiving wastewater: Red Springs wastewater
Treatment Plant
a. Facility permit no.: NCO025577
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater. The
proposed 12" sewer
will
tie-in to
an existing
8" gravity sewer with
an existing flow of
5100
GPD. The
8" gravity
sewer can accommodate
the additional 9000
GPD
generated by
this project
2of6

• • f
GR-%VITY 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)
12
2435
PVC 0.013
.22 4.8
2 10
36
8
145
PVC
.40
2
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
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 velociries 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: 302 linear feet.
6.
This sewer line segment occurs between manhole no. 4
and manhole no.
5
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?
Steel casing installed by boring provided for crossing N.C. Hwy. 71.
Steel casing installed by open cut provided for crossing S.R. 1700.
9. Outside drop manholes are provided where invert separations exceed: 2 feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3of6

GRAVITY SEWER E_YTENSION
PAGE 4 (4/91)
11. Maximurn allowable innitrationlex:iitration test rate: '
Note: ylust not exceed 200 GPD/ pipe dia. in.; mile. ioo GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in :he 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 SUBIVITTTAL
Required Irerns
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.
4of6

GRAVITY SEWER LXTENS ION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: _ Koonce, Noble & Associcates, Inc.
P.O. Box 1027, 208 E. 5th St.
City: Lumberton State:
N.C.
Telephone No. 910-738-9376 FAX: [phone]
Professional Engineer's Certification:
Zip: 28359
j, Samuel R. Noble, Jr. ,attest that this application for Sanitary Sewer Extension
on Hwy. to Serve an Inaustrial Site
for the Town of Red Springs, NC 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 Samuel R. Noble, Jr.
10969
Seal and Signature (specify date):
Applicant's Certification:
L Wayne Horne , attest that this application for Sanitary Sewer Extension
on N.C. Highway 71 to Serve an Industrial Site for the Town of Red Springs, NC
has been xviewed 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. ---
Si ture _ o I � Date //-3 9 - 2 r2
THE COMP D 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
5of6

GRAVITY SEWER 1.:=NSI6N
PAGE 6 (4/91) ' . -
PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial
Sim
S300
DomesticlCooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
=0
Domestic/Cooling Water
$400
$250'
1,001 - 10,000 GPD
Industrial
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
Single Fancy Dwelling
$240
$120
Sludge < or = 300 Acres
$400
$250
Sludge > 300 Acres
$400 —
$250
Sewer Extensions
(nondeiegated)
$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.
4
r.
6of6