NC0065358_wasteload allocation_19860220

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Facility Name:
Existing Q
Proposed (81
Ais c-Aard
Permit No.:
NPDES WASTE LOAD ALLOCATION
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Pipe No.: © O 1
Engineer
Date Rec.
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County:
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Design Capacity (MGD) : 0. I (542. Industrial (% of Flow) : 0 Ibmestic (° of Flow) : 1 U
6�3--o�-ag Receiving Stream: LC T bittc, A.. vet Class: Sub -Basin: 0 3 b �-
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Reference USGS Quad: ( J 1 Iv E (Please attach) Requestor: L41.50.. C.r- €Q.CJ1 Regiora]. Office ti)SA 0
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(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design 'Imp.:
7Q10 (cfs)
Drainage Area (mi2):
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps) :
K1 (base e, per day) : O'`',;.)
Avg, Streamflow (cfs) :
30Q2 (cfs)
Slope (fpm)
K2 (base e. ter day) : � Y
Effluent
Characteristics
Nbnthly
Average
Comments
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Original
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Comments:
Effluent 1
Characteristics
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1 _verage
Comments
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Reviewed By:
Date: ar, R o
-8Y

Request No. : 2834
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
: RICHARD SCHEID MHP
: DOMESTIC
: PROPOSED
UT DEEP RIVER
. C
030609 03 O(, O'
: RANDOLPH
: WINSTON-SALEM
: CREECH
: D19NE
Wasteflow (mgd)
5-Day BOD (mg/1)
Ammonia Nitrogen
Dissolved Oxygen
TSS (mg/1)
Fecal Coliform
pH (SU)
(mg/1)
(mg/1)
(#/100m1):
Drainage Area (sq mi)
7Q10 (cfs)
Winter 7Q10 (cfs)
30Q2 (cfs)
Average Flow (cfs)
RECOMMENDED EFFLUENT LIMITS
: SUMMER WINTER
. .1 .1
: 12 22
9 19
5 5
30 30
1000 1000
6-9 6-9
COMMENTS
.4
.02
.04
. .4
r
RECEIVED
N.C. Dept. N RCD
F E B 11 1986
Division of
Environmental Management
Winston-Salem Reg, Office
REGION SHOULD CONSIDER RECOMMENDING NO DISCHARGE IF ANY IMPACT IS EXPECTED
ON THE RECEIVING STREAM OR THE PROPOSED RANDLEMAN DAM IMPOUNDMENT.
Recommended by t�
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Date cV()/Y1(2
Date _JL= kb
Date Z L gp__

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MODEL RESULTS
DISCHARGER RICHARD SCHEID MHP
RECEIVING STREAM UT DEEP RIVER
THE END D.O. IS 6.03 MG/L
THE END CBOD IS 32.44 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 5.08 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.20
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 59 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS .1 MGD

DISCHARGER
MODEL RESULTS
RICHARD SCHEID MHP
RECEIVING STREAM UT DEEP RIVER
THE END D.O. IS 5.82 MG/L
THE END CBOD IS 81.86 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 5.11 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.40
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 137 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS .1 MGD

*** MODEL SUMMARY DATA ***
Discharger RICHARD SCHEID MHP Subbasin 030609
Receiving Stream UT DEEP RIVER Stream Class: C
7Q10 .02 Winter 7Q10 : .04
Design Temperature 25 -C 30Q2
2LFNG'IH2SLOPE 2 VELOCITY 2DEP'1H 2 K1 2 K1 2 K2 2 K2 2 KN 2 KN 2 KNR 2 KNR 2
2 mile 2ft/mi 2 fps 2 ft 2 /may 2 @20- 2 /day 2 @20- 2 /day 2 @20- 2 /day 2 @20- 2
2 2 2 2 2 2 2 2 2 2 2 2 2
Segnent 1 2 1.302 48.002 0.100 2 0.34 2 0.66 2 0.52 2 9.63 2 8.642 0.00 2 0.00 2 0.00 2 0.00 2
Reach 1 2 2 2 2 2 2 2 2 2 2 2 2 2
*** INPUT DATA SUMMARY ***
2 Flow 2 MOD 2 NDOnD 2 D.O. 2
2 cfs 2 mg/1 2 mg/1 2 mg/1 2
Segment 1 Reach 1 2 2 2 2 2
Waste 2 0.155 2 59.000 2 0.000 2 5.000 2
Headwaters2 0.020 2 2.000 2 0.000 2 7.560 2
Tributary 2 0.000 2 0.000 2 0.000 2 0.000 2
* Runoff 2 0.000 2 2.000 2 0.000 2 7.560 2
* Runoff flow is in cfs/mile