NC0055212_WASTELOAD ALLOCATION_19830126

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WDES DOCUMENT SCANNING COVER SHEET
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NPDES Permit: NC0055212
Auman's MHP WWTP
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification ,
Speculative Limits
Q
Complete File - Historical
Instream Assessment (67B)
Environmental Assessment (EA) Q
Permit
History
Document Date: January 26, 1983 '
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TIaiB document iB printed on reuise paper-ig7nore any
content on the reverBe Bide '

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NPOES STE_LOR AA�LLL,O.CATION 7YZ5 !-
Facility Name: :
/.�/e6/!E �1� i�^csC Date: —".fi
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v Existing u permit No. : COO S-Z Z _ Pipe No. : Q County:
Q Proposed M/
01 /�/C7✓1 Domestic (% of Flow) :
Design Capacity (MGD) :�� ndustrial (% of Flow) : )
C 11 C it Y/jO�t"�� �� 07D /
7
Receiving Stream:2�-� �"^� Class: Sub-Basin:
� Reference USGS Quad: C '-/f5E- (Please attach) Requestor:
soaJ Regional OfficeGUSH®
°—` (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : ,1 r Drainage Area.: born Avg. Streamflow_ I O L
7Q10: �, �� e Winter 7Q10: 30Q2:
a+ .
d Location of D.O.minimum (miles below outfall) : Slope: id
E Velocity (fps) : D/ ' K1 (base e, per day, 200C) : K2 (base e, per day, 200C) :
0
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e
w Effluent Monthly Effluent Monthly
CID Characteristics Average Comments Characteristics Average Comments
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Original Allocation
Revised Allocation Date(s) of Revision(s)
(Please attach previous allocation)
/r Prepared By: .viewed By: t�w Date: 0

REQUEST NO . : 571
WASTELOAD ALLOCATION APPROVAL FORM
Worm
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FACILITY NAME AUMFlN ' S MHF' a"vi ., OFRw
TYPE OF WASTE DOMESTIC: J"' 941983
COUNTY : FORSYTH N Allis AUr a�
REGIONAL OFFICE : WINSTON-SALEM REOUESTOR : LL ...ANDERSON
RECEIVING STREAM RICH FORK SUBBASIN 030707
7CI10 : 0 . 14 CFS W7010 : CFS 3002 : CFS
DRAINAGE AREA : 1 . 0 SO .MI . STREAM CLASS : C
RECOMMENDED EFFLUENT LIMITS ** *** %KKK**% kKKk*MW1Kk
WASTEFLOW ( S) (MGD ) 4 0.016
B•OD-5 (MG/L ) 4 30
NH3-N ( MG/L ) : NR
D . O . (MG/L) NR
PH ( SU) : 6-9
FECAL COLIFORM ( /100ML) : . 1000
TSS ( MG/L ) : 30
FACILITY IS : PROPOSED ( ) EXISTING ( ) NEW V7
LIMITS ARE : REVISION ( ) CONFIRMATION. ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
MODELER �— -
SUPERVISOR . MODELING GROUT' _"L/b-U _--DATE
REGIONAL SUPERVISOR t7l_�___DATE
DATEPERMITS MANAGER --- - : -----
APPROVED BY
LiIVISION IiIRECTOR :/__i_______________DATE -.__--

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* ******** MODEL RESULTS
DISCHARGER IAUMAN ' S MHP
RECEIVING STREAM : RICH FORK CREEK
THE END D. O. IS 7 . 97 MG/L
THE END CBOD IS 3. 04 MG/L
THE END NBOD IS 0 .00 MG/L
THE D . O . MIN . OF SEGMENT 1 IS 6 . 50 MG/L.
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 129 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS 0 MG/L
THE WASTEFLOW ENTERING SEG I REACH 1 IS 0 . 016 MGD
THE WLA FOR SEGMENT I REACH 2 IS 129 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0. 01 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF CBOT)
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS 0 MG/L
THE WASTEFLOW ENTERING SEG I REACH 3 IS 0 MGD

� K INFUT DATA SUMMARY *
I FLOW I CBOD I NBOD I D . G . i
I CFS I MG/L I MG/L I MG/L I
SEGMENT 1 REACH 1 1 1 I I l
WASTE 1 0 .02 1 129 . 00 1 0 . 00 1 0 . 00 1
HEADWATERSI 0 . 14 1 2 .00 1 0 . 00 I 7 . 65 l
TRIBUTARY 1 0 . 00 1 0. 00 1 0 .00 1 0 . 00 1
RUNOFF * 1 0 . 24 1 2 . 00 1 0 .00 1 7 . 65 1
I I I I I
SEGMENT 1 REACH 2 1 1 1 1 I
WASTE 1 0 . 02 1 129 . 00 1 0 .00 1 0 . 00 1
TRIBUTARY 1 0. 00 1 0. 00 1 0 . 00 1 0 . 00 I
RUNOFF 1 0 . 24 1 2 . 00 1 0 . 00 1 7 .65 1
I I I I I
SEGMENT 1 REACH 3 1 1 1 1 1
WASTE 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1
TRIBUTARY 1 0 . 00 1 0. 00 1 0. 00 1 0 . 00 1
RUNOFF * 1 0 . 24 1 2 . 00 1 0 . 00 1 7 . 65 1
RUNOFF FLOW IS IN CFS/MILE