NC0067288_Wasteload Allocation_19860815

NPDES DOC /WENT SCANNING; COVER SHEET
NC0067288
Hunter's Glen Subdivision
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation--
-.
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
August 15, 1986
Miss document ies printed on reuse paper - ignore any
content on the rewergme acids

Facility Name:
Existing O
Proposed
NPDES WASTE LOAD ALLOCATION
ROBu N Sots i t11J E S-"ME1 r�- u P
Permit lip.: N COO (07 Z z D
Pipe No.: O� t
Engineer Dat- Rec.
feG36 Sz3 3ZZS
County:
Date S
2 Z.
HENDf SoK
Design Capacity (MGD): C): 0 Z Industrial (% of Flow): 0i Domestic (% of Flow): (L U
Receiving Stream:
514M.J C (-EE K
Class:
Sub -Basin: C 4-- - 0 3 - 0 Z
Reference USGS Quad: F • ?. 5E (Please attach) Requestor: Be I j)C--IE S Regional Office A-(ZcI
j oRse5 fteF
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: (32.°C,
7Q10 (cfs)
Drainage Area (mi2): , / 4/ Avg. Streamflow (cfs) : I.S. 5
Winter 7Q10 (cfs).Jr
Location of D.O. minimum (miles below outfall):
Velocity (fps) : P. / 2
(. 32
30Q2 (cfs)
Slope (fpm)
Kl (base e, per day) : ..414)202.t., K2 (base e. per day) : ,19 02:20 t✓
Effluent
Characteristics
Monthly
Average
Comments
(v il)
.6
,O5-
T55( ))
30
Fee. CD . (A00 )
1006
pH 650)
,lam
l
_ i 14'
Orition O
Rev i ed -. loca ' on O
Co ' ' tion O
-BY
Effluent : ;'onthly
Characteristics Lverage
Comments
Comments: 7
Prepared By: Afrl �CrAidad t97
Reviewed By:
Date:
Y//5-/P6

WASTELOAD ALLOCATION APPROVAL FORM
Request No. :3225
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
ROBINSON INVESTMENT GROUP
DOMESTIC
PROPOSED
SHAW CREEK
C
040302
HENDERSON
ARO
SAM BRIDGES
7/29/86
F8SE
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
(mgd):
(mg/1):
(mg/1):
(mg/1):
(mg/1):
Fecal Coliform (#/100ml):
pH (SU)x
Drainage Area (sq mi) : 7.14
Summer 7Q10 (cfs) : 2.1
Winter 7010 (cfs) : 2.57
Average Flow (cfs) : 15.5
RECOMMENDED EFFLUENT LIMITS
0.02
30
30
1000
6-9
COMMENTS
^c- �'o/
, /(//—
THIS FACILITY INTERACTS WITH HENDERSON OIL CO - HORSE SHOE GROC.
Recommended by ( � ja/t�
Reviewed by:
Tech. Support Superviso
Regional Sup
Permits & Engineering _
Date
Date
Date

Discharger,
Receiving Stream
. MO* RESULTS
ROBINSON INVESTMENT' GROUP
SHAW CREEK
The End D.O. is
The End CBOD is
The End NBOD is
7.70 mg/l.
3.24 mg/1.
0.00 mg/1.
Segment 1
Reach 1
Reach 2
DO Min
WLA
CBOD
(mg/1) Milepoint Reach # (mg/1)
7.67 0.32 1
135
0
WLA
NBOD
(mg/1)
0.00
0.00
WLA
DO Waste Flow
(mg/1) (mgd)
0.00
0.00
0.02100
0.00000

1.. r
• • *** MODEL'SUMIIARV DATA ***
,
Discharger : ROBINSON INVESTMENT GROUP Subbasin : 040302
Receiving Stream : SHAW CREEK Stream Class: C
Summer 7Q10 : 2.1 Winter 7Q10 : 2.57
Design Temperature: 22.
:LENGTH: SLOPE! VELOCITY 1 DEPTH! K1 1 Ki 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
1 mile 1 ft/mil fps 1 ft !design! 820' !design! 820' !design! 820' :design! 820' 1
1 1 ! 1 1 1 1 1 : 1 1 1 1
Segment 1 1 0.321 3.501 0.120 1 1.09 1 0.40 1 0.36 1 0.79 1 0.761 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1
WHOWN................... N..... NAD4MMIDN.WOWNMIMNOWMWM............NOWIWOID NMWMINN... r.N..40MINM11NM IM0 4041W,WN MDM
! 9 $ 1 4 1
Segment 1 1 0.171 3.501 0.136 1 1.18 1 0.40 1 0.36 1 0.90 1 0.861 0.00 1 0.00 1 0.00 1 0.00 1
Reach ' 1 1 1 1 1 1 1 1 ! 1 1 1 1
1 Flow 1 CBOD 1 NBOD 1 D.O.
1 cfs 1 mg/1 1 mg/1 1 mg/1
Segment 1 Reach 1
Waste 1 0.033 1135.000 1 0.000 1 0.000
Headwaters: 2.100 1 2.000 1 0.000 1 7.900
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
* Runoff 1 0.000 1 0.000 1 0.000 1 0.000
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.700 1 2.000 1 0.000 1 7.900
* Runoff 1 0.000 1 0.000 1 0.000 1 0.000
* Runoff flow is in cfs/mile

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