NC0020061_wasteload allocation_19860305

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.� r NPDES WASTE LOAD ALLOCATION
Facility Name: ! o t.J^ 6T 5So f . -"6 9 eD0
i
I' ... - • •
Engin to Rec. "
zi . 8
Date 1 -7 — �p
Permit % .: C- O 0 a 00 (P I Pipe No.: d V County • ly�-S 1
Design Capacity (MGD): 0 . Industrial
(.% of Flow):
y Domestic
(% of Flow): / a
Receiving Stream: '-raAver
Class: A —9
Sub -Basin:
Reference USGS Quad: 6 /y ' (Please attach) Requestor: /$Q. *QR. Regional Office ,C
sp"9n
(Gui-deline limitation, if applicable, are to be listed on the back of this form.)
Design Tbmp.:
Drainage Area (mil) Avg. Streamflow (cfs):
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall): Slope (fpm)
Velocity (fps): K1 (base e, per day): K2 (base e. per day):
Effluent .'onthly
Characteristics Tverage Comments
crigi ftl ation -O Comments: ° ' R'
17,
Re Al at o ,,
cation
Conf' ation O
Prepared Day: Reviewed By: Date:

FEB 26 986
- �i V3(Jfii uclu
�
Request No. : 2846
--------------------- WASTELOAD ALLOCATION APPROVAL FORM ----------------------
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
TOWN OF SPRING HOPE
.je
TAR RIVER
All
030302
NASH
RALEIGH
CREECH
D26NE
Drainage Area (sq mi) : 663
7Q10 (cfs) : 34
Winter 7Q10 (cfs)
30Q2 (cfs)
Average Flow (cfs) 740
------------------------- RECOMMENDED EFFLUENT LIMITS-------------------------
S/W
Wasteflow (mgd)
.4
5-Day BOD (mg/1)
30
Ammonia Nitrogen (mg/1) :
NR
Dissolved Oxygen (mg/1) :
NR
TSS (mg/1) :
30
Fecal Coliform (#/100ml):
1000
pH (SU) :
-------------------------------------------------------------------------------
6-9
------------------------- - COMMENTS ----- -------- ------
------------------------
Recommended by __ll--_�r� iQDate__'��
Reviewed by: L1
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Date
Date
Date_33�i__

C. o D
Q � G
C.'
-4 A(�, ,

---------- MODEL RESULTS ----------
DISCHARGER TOWN OF SPRING HOPE
RECEIVING STREAM TAR RIVER
----------------------------------------------------------------------
THE END D.O. IS 6.21 MG/L
----------------------------------------------------------------------
THE END CBOD IS 2.53 MG/L
----------------------------------------------------------------------
THE END NBOD IS 0.00 MG/L
----------------------------------------------------------------------
THE D.O. MIN. OF SEGMENT 1 IS 6.21 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 4.40
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 148 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 1 REACH 1 IS .4000001 MGD

*** MODEL SUMMARY DATA ***
Discharger TOWN OF SPRING HOPE Subbasin 030302
Receiving Stream TAR RIVER Stream Class: All
7Q10 34 Winter 7Q10
Design Temperature 26 -C 30Q2
2LF ,UM2SLCpE 2 VEUJ = 2DEP'IH 2 KL 2 K1 2 K2 2 K2 z KN 2 RN z KNR z K[qR 2
2 mile 2ft/mi 2 fps 2 ft 2 /day 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
Segment 1 2 4.402 1.942 0.214 2 3.31 2 0.47 2 0.36 2 0.47 2 0.422 0.00 2 0.00 2 0.00 2 0.00 2
lbach 1 2 2 2 2 2 2 2 2 2 2 2 2 2
*** INPUT DATA SUMMARY ***
2 F1aW 2 CBOD 2 NBM 2 D.O. 2
2 cfs 2 ng/1 2 rrg/l 2 m3/l 2
.SegWnt 1 Reach 1 2
2
2
2
2
Waste 2
0.620 '148.000 2
0.000 2
0.000 2
Headwaters2
34.000 2
2.000 2
0.000 2
7.400 2
Tributary 2
0.000 2
0.000 2
0.000 2
0.000 2
* Runoff 2
0.230 2
2.000 2
0.000 2
7.400 2
* Runoff flow is in cfs/ini.le