NC0043974_Wasteload Allocation_19880411

PERMIT NO.: NCOO - 3 97`-I
FACILITY NAME: g«eKlu,d
Facility Status:
(circle one)
Permit Status: (RENEWAL MODIFICATION PNPERMITFEP NEW
(circle one)
Malor
Pipe No•
NPDES WASTE LOAD ALLOCATION
P. Mvr}' Sell co/
bust gG' PROPOSED
Design Capacity (MGD):
Domestic (% of Flow):
Industrial (% of Flow)*
Comments:
3
RECEIVING STREAM: ar:"Co
Cr ti.Q
Class: C ' ")
Sub-Basin-
63-cl-
Reference USGS Quad:
County:
Regional Office: As
(circle ens)
Requested By:
Prepared By:
Reviewed B
/ . -5l /;iL (please attach)
GQI
Fa
� (A L.,
Mo Ra (Wa! Wi WS
:
Date:
Date: Y/VW6
1-1(dilq
Date:
88
Modeler
Date Rec.
#
T'4S
zlz4.1GS
44A5
Drainage Area (mi2) Avg. Streamflow (cfs)*
7Q10 (cfs) _ Winter 7Q10 (cfs) O 30Q2 (cfs) O
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters )
Fce C.C,`(:)J`A4/
Upstream Location ((Pm r S ,ice,
Downstream Location (AA,Yevi-
i cIQcI�t� of revvovuSZ ib a9reto� ..pow }1A;s ti.Y,„,4,�,
r
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
I0
NH3 N (mg/1)
L.Lii
D.O. (mg/1)
Cr
TSS (mg/1)
36
30
F. Co1. (/100m1)
t oov
i 0 b 6
pH (SU)
(p - 1
‘ - '
( t,osp1.0.tS (.J%)
1
t
—Oak N / 6
3
3
J U
P
PLO' ED
Comments- air- Pcv1)(m ernce°Ic s -tt,r- 4-010 i`

.
4140.. so
Request No.: 4
WASTELOAD ALLOCATION APPROVAL FORM
Facility Name: Buckland Elementary School
NPDES No.: NC0043974
Type of Waste: Domestic
Status: Existing
Receiving Stream: UT Cole Creek
Classification: C-NSW
Subbasin: 030101 Drainage area:
County: Gates Summer 7010:
Regional Office: WaRO Winter 7010:
Requestor: Harris Average flow:
Date of Request: 2/24/88 3002:
Quad: B31NE
RECOMMENDED EFFLUENT LIMITS
Wasteflow (mgd): 0.006 0.006
BOD5 (mg/1): 5 10
NH3N (mg/l): 2 4
DO (mg/l): 6 6
TSS (mg/1): 30 30
Fecal coliform (#/100ml): 1000 1000
PH (su): 6-9 6-9
Total Phosphorus (mg/1): 1 1
Total Nitrogen (mg/1): 3 3
0.1 sq mi
0.00 cfs
0'00 cfs
0.10 cfs
0.00 cfs
&
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Upstream (Y/N): Y Location: Current
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----------------------------- COMMENTS ---------- ---------------------
Per Divisional pocedures regarding low flow streams existing limits are
recommended.
DMR dato6i-ndicatef effluent BOD5 > 1009 NH3 > 40, TP > 6, & TN > 30.
Removal of discharge is recommended.
Recommended by:
Reviewed by
Tech Support Supervisor:
Regional Supervisor:
'oil Date: ___
_ Date:
Date: __
i ' // '/-/~�
Permits & Engineering: ___ y ' ' _________ Date:
RETURN TO TECHNICAL SERVICES BY: