NCG550207_Wasteload Allocation_19820825

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NPDES WASTE LOAD ALLOCATION . • `
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v Existing n Permit No. �Geu S6�tS Pipe No. : A ( County: ••
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If �� Domestic (% of Flow) : /6 D
Design Capacity (�) : �b G--/ � Industrial (% of Flow) :
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Receiving Stream: L�r Gsst /'.�...,`� f.� Class: C- Sub-Basin: C . P
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iZefeCeii�c USGS Quad: '`w (Please attach) Requestor: y n-�y , ( Regional Office
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-�I (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : 2C3.-Ct., Drainage Area: C), 3 M 2—Avg. Streamflow: miz_ 1
7Q10: O.QC-i's Winter 7Q10: 0'03 30Q2: 0,074-5
°'15 C. 2 Slope:Location of D.O.minimum (miles below outfall) : II P : I-7l9.Z fl A..• .
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Velocity (fps) : () A l K1 (base e, per day, oC) : l '2� K2 (base e, per day, ) :_ S_'
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1 Effluent Monthly tEffluent Monthly
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cu ' Characteristics ' Average _ t Comments FCharacteristics Average Comments j
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c., ID ( ) .
Original Allocation 1 / i .
Revised Allocation I l Date(s) of Revision(s) FLOM-
(Please attach previous allocation)
Reviewed By: 1 e ate: fO Pl fh�
�pc' Prepared By: arttA.14, �,
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For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily y
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

1
1t REQUEST NO . : 447
************** *:**t* WASTELOAL► ALLOCATION! APPROV,`1L FORM ear********: :*******
FACILITY NAME : BOB WOLFE L&L CONSTRUCT "C,1ti i
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TYPE OF WASTE : DOMESTIC G� 1 \S\�
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COUNTY BURKE #CI \C
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REGIONAL OFFICE : MOORESVILLE REQUESTOR : IrARRY COBLE
RECEIVING STREAM : UT EAST PRONG CREEK SUBBASIN : 030831
7010 : 0 . 0 CFS W7Q10 : 0. 03 CFS 30Q2 : 0 . 07 CFS
DRAINAGE AREA . 0 .30 SQ. MI . STREAM CLASS :C
************************ RECOMMENDED EFFLUENT LIMITS *: : : :* : :* :*******t***:**
WASTEFLOW( S ) ( MGL► ) : 0 . 00045
BOD-5 (MG/L ) : 30
D . O. ( MG/I_ ) : NR RECEIVED
U . O. (MG/L ) : 6
PH (SU) :
FECAL COLIFORM ( /100ML ) : 1000 OCT a ,r,
TSS ( MG/L) : 30
WATER QUALITY SECTION
OPERAT:C^': °RANC-{
*************************************************** **:************
FACILITY IS : PROPOSED ( - ) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSL.Y ISSUED
REVIEWED AND RECOMMENDED BY :
MODELER : D(:TE :�_���.1 �
SUPERVISORrMODELING GROUP :_I _ _ __DATE : 5..42670.
REGIONAL SUPERVISOR :_ 1L' ___DATE : /42- /- ��
PERMITS MANAGER ..._-_. - LATE : /6-,4"-
APPROVED BY :
DIVISION DIRECTOR . D{ TE. : _4_9 !/-1,Z

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MEMO .
DATE: U 2 / / ( / e 1"
TO: C 1/+1-«- / SUBJECT:
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AI North Carolina Department of Natural
my Resources &Community Development

1
********** MODEL RESULTS *:*:*if:AAAA :*
DISCHARGER : BOB WOLFE L&L CONSTRUCTION
RECEIVING STREAM :UT EAST PRONG CREEK
*******:********:K 4.4*** .**4.4.4. 4.********4:.4*4::.****44***:**4**4***********
THE ENU U . O . IS 5 . 10 MG/L
**************************************************:**:*:4:4444 k44.4. 44***
THE END CBOU IS 89 . 66 MG/L
**************************:****************:**'*******:*:*:t:*********:******:*
THE END NBOD IS 0. 00 MG/L
*************************************4****4w44*'****:4:***4* 4. ******
THE U .O . MIN. OF SEGMENT 1 IS 4 . 92 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0 . 12
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 107 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIREI► EFFLUENT D . O . IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 4 .5E-4 MGD
**********:K*************4************:+.4:**.******4. *t*********:**4***:****.

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*** MODEL SUMMARY DATA ***
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DISCHARGER : BOB WOLFF L&L SUBBASIN 030831
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RECEIVING STREAM : UT EAST PRONG CREEK STREAM CLASS: C
� 7010 : 0.0 CFS WINTER 7010 1 0 ^03 CFS
DESIGN TEMPERATURE : 25 DEGREES C . WASTEFLOW : 0^00045 MGD
| LENGTH | SLOPE | VELOCITY \ DEPTH l K1 \ Kr | Kn | K2 | Oro |
IMILES | FT/MI | FPS | FT | /DAY | /DAY | /DAY | /DAY | CFS/MI }
-----
\ | | | I | ! | | |
SEGMENT 1 | 0 ^ 231176 , 201 0. 10 } 0~ 09 | 1 ^ 26 | 1 ~ 26 | O^OO 135 , 36 | 0^00 |
REACH 1 | | | | | | | | | |
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ALL RATES ARE AT 25 DEGREES C .
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