NCG550431_wasteload allocation_19861112

NPDES SFR WASTELOAD ALLOCATION
Do t e : 10/8/1986
F.aci l i ty Narne4irry S. Knight Residence NC-G-5!Z64-aI
P e r m i t 01 6 ___
U.T. South Fork Muddy Crk. C
Receiving Stream: Class: Sub-Besin: 03-07-04
County: Fo th Regional Office: Winston-Salem
Winston-Salem
Reference USGS Ouad: West - C17SE Existing: X Proposed:
Elevation: 750 Feet Drainage Area: 0.1148 s . mi.
Hydrologic Group: B Design Temperature: 25 de rees Co
S l o p e: Elev.
Dist.
Slope
750
740'
—+--
Comments: This is an existing system consisting
730'
0.152 mi.
66 fpm;
of the following: A 900 gallon septic tank, an
720'
0.114 mi.
88 fpm;
80 foot long nitrification line and 90 square
0.152 mi.
66 fpm;
feet of sub -surface sand filter.
0.418 mi.
I recommend the applicant be allowed to use the
Avg, slope 71.78 fpm
existing system, as he should be able to meet
the limits listed below.
RECOMMENDED EFFLUENT LIMITS
Wasteflow
(gpd):
450
BOD5
(mg/1):
15
NH3-N
(mg/1):
4
A.O.
(mg/1):
_
6
pH
(SU):
6-8.5
Fecal Coli
(/100ml):
1000
TSS =
(mg/1):
30
RECOMMENDED BY:- James C. Watson
APPROVED BY:
r �
y�'oPLOtv
h
Rom;
,marts
Da t e : 10/10/1986
�-7 _ JJ
Regional Engineer: /` %?- Date: //`-�-,�
Regional Supervisor: �,/, Z— d - _ _ _ oats lr-L--- --
ROUTE to Technical Support Group Ana Ptrm,ts b cr,yinrering Ur,oI
(Enclose copy of USGS tonooranhic.,; rrAr, •►,:,....,.

3
Facility Name:
NFOES SFR WASTELOAD ALLOCATION
E. Dale Walter's Residence
Permit:
Date: 10/8/1986
Not assigned
U.T. South Fork Muddy Crk. C 03-07-04
Receiving Stream: Class: Sub -Basin:
County: Forsyth Regional Office: Winston-Salem
Winston-Salem
Reference USGS Ouad: West - C17SE Existing: X Proposed:
Elevation:- 750 Feet
Hydrologic Group: B
Elev.
Dist.
Slope
S I o p e: 750"
--+-- '
740'
0.152 mi.
66 fpm;
730'
0.114 mi.
88 fpm;
720'
0.152 mi.
66 fpm:
0.418 mi.
'
Avg. slope = 71.78 fpm
Drainage Area: 0.1148 sq. mi.
Design Temperature: 25 degrees Co
Comments: This is an existing system consisting
of the following: A 900 gallon septic tank, an
80 foot long nitrification line and 90 square
feet of sub -surface sand filter.
I recommend the applicant be allowed to use the
existing system, as he should be able to meet
the limits listed below.
RECOMMENDED EFFLUENT LIMITS
Wasteflow ( g p d ) :
450
B O D 5
(mg/1) :
15--'_'
NH3-N
(mg/1):
- 4
D.O.
(mg/1):
6
pH
( S U) :
6-8.5
FecaI
Coli (/1oomI):
1000
TSS
(mg/I):
30
RECOMMENDED BY: James C. Watsonai
L{1e
Date : 10 /10 / 1986
APPROVED
BY:
Regional
�
Engineer: -�'"1 l
Date:
Regional
Supervisor:_ _ /✓-
Date
ROUTE to Technical Support Group and Permits & Engineering Unit
(Enclose copy of USGS topographicai map show;na to-.ation of discharger)