NCG550106_Staff Report_19900207

cc: Tech. Services (Marcia Toler-McCullen
Permits and Engineering
County Health Dept.
Central Files
WSRO
Date February 7 , 1990
NPDES STAFF REPORT AND RECOMMENDATIONS
County Forsyth
NPDES Permit No. NC0043397
PART I - GENERAL INFORMATION r egNF
1 . Facility and Address: FEB 0 9 1990
Barbara Cherry Residence
9330 Glen Cross Drive TECHNiCIL. ,t;utrwKT BRANCH
Kernersville, N.C. 27294
2 . Date of Investigation: January 31, 1990
3 . Report Prepared by: Cynthia Lea Myers , Environmental
Technician
4 . Persons Contacted and Telephone Number:
Ms. Barbara Cherry ( 919) 996-3030
5 . Directions to Site:
From Winston-Salem take N.C. Highway 150 North to NCSR
2017 (Bethel Church Road) 2.7 miles North of
Kernersville, N.C. Turn left onto NCSR 2017 and
proceed 1. 1 miles to Glen Cross Road. Turn right on
Glen Cross Road and proceed . 03 miles to 9330 Glen
Cross Drive on the right just past the culvert.
6 . Discharge Point - Latitude: 36° 09 ' 38"
Longitude: 80° 02 ' 48"
Attach a USGS Map Extract and indicated treatment plant
site and discharge point on map.
USGS Quad No. C18NE or USGS Quad Name Belews Creek
7 . Size ( land available for expansion and upgrading) :
30,000 square feet. There is room for upgrading.
8 . Topography (relationship to flood plain included) :
Slopes are 2. 6% to the west.
9. Location of nearest dwelling:
There is a dwelling on the adjacent lot, approximately
250 ' to the east and upslope of the discharge point.

10 . Receiving stream or affected surface waters: Haw River
a. Classification: 14,'S777'
b. River Basin and Subbasin No. : Cape Fear ( 030601)
c. Describe receiving stream features and pertinent
downstream uses: The receiving stream is wide with
a good flow. Downs
tream uses are rural
agricultural.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100o mc
% Industrial
a. Volume of Wastewater: 450 GPD
b. Types and quantities of industrial wastewater:
N/A
c. Prevalent toxic constituents in wastewater:
N/A
d. Pretreatment Program (POTWs only) N/A
in development approved
should be required not needed
2 . Production rates ( industrial discharges only) in pounds
N/A
a. highest month in the last 12 months
b. highest year in last 5 years
3 . Description of industrial process (for industries only)
and applicable CFR Part and Subpart:
N/A
4. Type of treatment (specify whether proposed or
existing) :
Existing standard septic tank subsurface sandfilter
system with 391 sq. ft. of sand filter and
chlorination.
5. Sludge handling and disposal scheme:
Sludge is hauled by a licensed septic tank hauler to
the nearest WWTP
6 . Treatment plant classification: N/A
7 . SIC Code(s) 4952
Wastewater Code( s) 04

PART III - OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction
Grants Funds (municipals only) ? N/A
2 . Special monitoring requests : N/A
3 . Additional effluent limits requests: N/A
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
At the time of the inspection the system was operating
well. No odor was present. Debris was in the stream at the
discharge point, causing the water to pool. Ms . Cherry said
she is in the process of cleaning it out. The husband
inadvertently filled in the chlorination vent pipe. Holes
were dug where Ms. Cherry had been trying to find the pipe.
She said she will find it and keep chlorine tablets in it. I
recommend the permit be reissued.
Si.gn'ature of report preparer
14- 57 -"
Water Quality Supe isor
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