HomeMy WebLinkAboutNCG550258_Wasteload Allocation_19830829 pp,) l ,,A, � L4.-, 4, IJn r1-1 ��;. ,, Engineer Date Rec. , #" '
0n-; : c ti6 -ro tea,_a-fl.t../���_,,,,.- .,� '-\ s NPDES WASTE LOAD ALLOCATION :3 C.q5 • ° r ;
Facility Name: A ( _g {,- Date: rf- ,, - g 3 ,
71 QCL 55 5$
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v Existing Permit No. : i' C__o ?..7.W ZZO Pipe No. : D / County: i 'l '-'' _
4. Proposed E
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Design Capacity (MGD) : OOC�5O Industrial (% of Flow) : rt,
w Domestic (% of Flow) : •
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e.. A
Receiving Stream: .- vswm,r..V. Cite e/C Class: I- Sub-Basin: r0 3 - r0 /- O /
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▪® Reference USGS Quad: /V.W, I ur/gin-- (Please attach) Requestor:_ d 6 744/"-156'11"- Regional Office A ,yL
C. 7.3.514
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-- (Guideline limitations, if applicable, are to be listed on they back of this form.) -
Design Temp. : r / / 0(..... Drainage Area: Avg. Streamflow:"
7Q10:, / ) C'r-S Winter 7Q10: 30Q2: '
III Location of D.O.minimum (miles below outfall) : Slope:
E Velocity (fps) : • K1 (base e, per day, 20°C) : r.-7? K2 (base e, per day, 20°C) : D
0
ez
0
colEffluent " Monthly Effluent Monthly
au Characteristics Average Comments Characteristics Average Comments
• g 0.0 c- w/„.„, 4
'—▪ • P r40 C -tor /096/1 1.„
Original Allocation ►, rei " `�t,.
Revised Allocation I l Date(s) of Revision(s) t ,,; _
Confirmation c:1
(Please attach previous allocation)
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ro Prepared By: itatiA,6
71211-ir---t6(------- Reviewed By:_ Date: 3
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kr- For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference
~ REQUEST NO , Z 695
. .
WASTELOAD ALLOCATION APPROVAL FORM
'
FACILITY NAME rot gentry
TYPE OF WASTE Domestic ��
`^"°
COUNTY Durham ~
U-'\CE REGIONAL OFFICE Raleigh REQUESTOR : Bob Mangum
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RECEIVING STREAM � sevenmile creek SUBBASIN : 03-04-01
7010 � CFS W7010 : CFS 3002 CFS
DRAINAGE AREA t 20 SQ ^MI ^ STREAM CLASS 0-II
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S) ( MGD) : ^ 00045
BOD-5 (MG/L) 1 30
NH3-N (MG/L) 1 Discharge is located Just
D ^O^ (MG/L) 5 above a pond on Sevenmile Cr
PH (SU) 1 6-845 and is small compared with the
FECAL COLIFORM (/100ML) t 1000 dilution available in the pond
TSS (MG/L) | 30 '
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********************************************************************************
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FACILITY IS ! PROPOSED ( �^) EXISTING ( > NEW ( )
LIMITS ARE 1 REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY !
MODELER -- - DATE | -
SUPERVISOR, MODELING GROUP JAM&MAODATE
�
REGIONAL SUPERVISOR - ---DATE
`
PERMITS MANAGER . -----DATE
.
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AM 25 L"
`|f-R QUALITY
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