NC0037001_wasteload allocation_19910916

NPDES WASTh LOAD ALLOCATION
PERMIT NO.: NC0037001
PE E NAME: .Rockingham County Board of Education
IITTE
FACILITY NAME: Bethany School
Facility Status: Existing
Permit Status: Renewal
Major
Pipe No.: 001
Minor
Design Capacity: 0.00375 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow): n/a %
Comments:
Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
RECEIVING STREAM: an unnamed tributary to Huffines Mil Creek
Class: C
Sub -Basin:
03-02-03
Reference USGS Quad: B19SE
County: Rockingham
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 2/28/92
(please attach)
Treatment Plant Class: 1
Classification changes within three miles:
No change within three miles.
Requested by:Mack K. Wiggins, Jr.
Prepared by: )4<
Reviewed by:
rabois
kADOte:
ahlk 624(\
lTD
Date:
Date:
Date:
0.) 80* 1357w) i) laCs) a340)
10/17/89
thl
/6
Modeler
Date Rec.
9
t;3401
2
Drainage Area (mi ) Avg. Streamflow (cfs):
7Q10 (cfs) C., Winter 7Q10 (cfs) 30Q2 (cfs) p �
Toxicity Limits: IWC
Instream Monitoring:
10.
Parameters
Upstream
Downstreai
Effluent
Characteristics
BOD5 (mg/1)
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
F. Col. (/100 ml)
pH (SU)
Blukt
/�e✓�aVoX o/dlx
4C-.5 aly Amad
Comments:
f At? s tax-
Acute/Chronic
Evv\?)es>c\Au-_:"4,
lv Location 5 Wean
7L4 r ree ocation 3 o / desce)rtsi-recita
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FACILITY NAME: Bethany School
Facility Status: Existing
Permit Status: Renewal
Major
Pipe No.: 001
Minor
Design Capacity: 0.00375 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow): n/a %
Comments:
Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
RECEIVING STREAM: an unnamed tributary to Huffines Mil Creek
Class: C
Sub -Basin:
03-02-03
Reference USGS Quad: B19SE
County: Rockingham
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 2/28/92
(please attach)
Treatment Plant Class: 1
Classification changes within three miles:
No change within three miles.
Requested by:Mack K. Wiggins, Jr.
Prepared by: )4<
Reviewed by:
rabois
kADOte:
ahlk 624(\
lTD
Date:
Date:
Date:
0.) 80* 1357w) i) laCs) a340)
10/17/89
thl
/6
Modeler
Date Rec.
9
t;3401
2
Drainage Area (mi ) Avg. Streamflow (cfs):
7Q10 (cfs) C., Winter 7Q10 (cfs) 30Q2 (cfs) p �
Toxicity Limits: IWC
Instream Monitoring:
10.
Parameters
Upstream
Downstreai
Effluent
Characteristics
BOD5 (mg/1)
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
F. Col. (/100 ml)
pH (SU)
Blukt
/�e✓�aVoX o/dlx
4C-.5 aly Amad
Comments:
f At? s tax-
Acute/Chronic
Evv\?)es>c\Au-_:"4,
lv Location 5 Wean
7L4 r ree ocation 3 o / desce)rtsi-recita
SUrgnaler
&_,J1174,3t
b)4rr
/17c1),? fir
2e-t)
ottOrl ,4--
Ag.feet-e /3 ft Ifirrii
itzif
41.
reA01--,e, ai rit-A-A—Irgelel
Frr�s-�-rn K.s�
n Sjir
1'
..-e..5d)//acs-to
/7144 //illie
AA-1AS 1H
;cc s 540 IQ,
•
en
ittreei

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WAS l'ELOAD ALLOCATION
Bethany School
NC0037001
Domestic - 100%
Existing
Renewal
UT to Huffines Mill Creek
C
03-02,-03
Rockingham
Winston-Salem Regional Office
Mack Wiggins
10/18/89
B19SE
Request # 6367
Stream Characteristic:
USGS
Date:
Drainage Area (mid):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
TIECEIVED
MC.a Dept. N1
AUGCD
30 1991
p,instonaSa1em
RogiOrial (AO
1984 WLA
0.05
0.0
0.0
0.0
100.0
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility discharges to stream with 7Q10/30Q2 = 0. Removal of discharge is recommended in
three years or new limits (page 2) will apply at that time. Facility must submit an engineering
report within 12 months of the effective date of this permit showing no alternative to surface water
discharge. instream monitoring has been done for this facility. If this facility is to be closed
within the year instream monitoring would not be necessary, however, if there is to be continued
discharge for a longer period technical support strongly recommends instream monitoring.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by:
Reviewed by
Instream Assessment:
Regional Supervisor:
dr
114,0A 9,2Clacktiern.
Date: acm Z f
Date:
Date:
Permits & Engineering:Date: T
RETURN TO `TECHNICAL SERVICES BY:

2
Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1).
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU)
Residual Chlorine (14/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/I):
CONVENTIONAL PARAIVIE'1'ERS
Monthly Average
Summer Winter
0.0037 0.0037
20.0 30.0
11.0
6.0 6.0
30 0 30.0
200.0 200.0
6.0-9.0 6.0-9.0
For three years:
Monthly Average
Summer Winter
0 0037 0.0037
20.0 30.0
11.0 monitor
6.0 6.0
30 0 30.0
200.0 200.0
6.0-9.0 6 0-9.0
monitor monitor
WQ or EL
HI
WQ
WQ
FI,
EL
WQ
Limits Changes Due To: Parameter(s) Affected
Change in 7Q10 data
New regulations/standards
New procedures
New facility information
Change in stream classification
Other
All
After three years:
Monthly Average
Summer Winter
0.0037 0.0037
5.0 10.0
1.0 1.8
6.0 6.0
30.0 30.0
200.0 200.0
6.0 - 9.0 6.0 - 9.0
17.0 17.0
WQ or EL
WQ
WQ
WQ
WQ
WQ
WQ
WQ
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

INS TREAM MONITORING REQUIREMENTS
Upstream Location: 50 feet above the discharge point
Downstream Location: 30 feet below the discharge point
Parameters: Temperature, DO, Conductivity, Fecal Coliform
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS )i \I FORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met? 0 4,3 ._i1 C
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

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o ' h _ arolina .::e.iartment of °` atural
esources mmuni evelomenf
James B Hunt, Jr , Governor
Mr. Everett Smith
Rockingham County Schools
P. O. Box 8
Wentworth, North Carolina 27375
SUBJECT:
Dear Mr. Smith:
James A. Summers, Secretary
June 22, 1984
Permit No. NC0037001
Authorization to Construct
Rockingham County Schools
Bethany School
Rockingham County
•
DIVISION OF
ENVIRONMENTAL
MANAGEMENT
Robert F. Helms
Director
Telephone [phone]
A letter of request for Authorization to Construct was received April 2,
1984, by the Division and final plans and specifications for the subject project
have been reviewed and found to be satisfactory. Authorization is hereby granted
for the construction of a 0.00375 MGD wastewater treatment facility consisting
of a new grease trap, an existing septic tank, an existing dosing tank, upgrade
the existing sand filter, chlorination and post aeration to serve the Bethany
School.
This Authorization to Construct is issued in accordance with Part III para-
graph C of NPDES Permit No. NC0037001 issued June 15, 1983, and shall be subject
to revocation unless the wastewater treatment facilities are constructed in accor-
dance with the conditions and limitations specified in Permit No, NC0037001.
The Permittee must employ a certified wastewater operator in accordance with
Part III paragraph D of the referenced permit.
The sludge generated from these treatment facilities must be disposed of in
accordance with G.S. 143-215.1 and in a manner approvable by the North Carolina
Division of Environmental Management.
The Winston Salem Regional Office, telephone number 919/761-2351 shall be.
notified at least twenty-four (24) hours in advance of backfilling of the installed
surface filter system so that an in -place inspection can be made of said system
prior to backfilling. Such notification to the Regional Supervisor shall be made
during the normal office hours from 8:00 A.M. until 5:00 P.M. on Monday through
Friday, excluding State Holidays.
Cont'd.
P. 0. Box 27687 Raleigh, N. C. 27611-7687
An Equal Opportunity Affirmative Action Employer

Permit No. NC0037001
June 22, 1984
Page 2
In event the facilities fail to perform satisfactorily in meeting it's
NPDES permit effluent limits, Rockingham County Schools shall take such immedi-
ate corrective action as may be required by this Division, including the con-
struction of additional wastewater treatment and disposal facilities.
The sand media of the surface filter must comply with the Division's sand
specifications and must be analyzed and approved by this Division either by
direct sampling or by acquisition of filter sand from a dealer who is currently
certified by the Division as an acceptable source.
One (1) set of approved plans and specifications is being forwarded to
you. If you have any questions or need additional information, please contact
Mr. William C. Mills, telephone number 919/733-5083, extension 108.
cc:
Sincerely yours,
Original Signed t3y
STEVE W. TENDER
Rr.ert F. Helms
irector
Rockingham County Health Depa ment
Moore, Gardner.& Associates
Winston Salem Regional Supervisor
Mr. Forrest R. Westall