NCG550080_Staff Report_19890911

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AI l G ' v t r.)t� �1.C. 1�.,-•.Z- �J',.. \ -3
cc: Tech. Services (Marcia Toler-McCullen) ✓
Permits and Engineering
County Health Dept.
Central Files
WSRO
Date September 8 , 1989
NPDES STAFF REPORT AND RECOMMENDATIONS
County Forsyth
NPDES Permit No. NC0040100-
NcG SS o o gyn
PART I - GENERAL INFORMATION
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1 . Facility and Address:
Thomas Opheim, Residence SEP 1 1 1989,
1184 Pine Knolls Road
Kernersville, NC 27284 TECHNICAL SUPPORT BRANCH
Forsyth County
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2 . Date of investigation: September 7 , ' .989 »•;»,.._
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3 . Report Prepared by: James C. Watson, Environmental
Engineer
4. Persons Contacted and Telephone Number:
somas R. Opheim, Owner; Telephone ( 919) 996-5277
5. Directions to Site:
From Winston-Salem take US Highway 158 east to NCSR
1971 (Goodwill Church Road) . Turn right and proceed
0 . 8 miles to NCSR 1969 (Piney Grove Rd. ) . Turn right
and proceed 1 . 1 miles to the entrance of Pine Knolls
Development (Pine Knolls Rd. ) . Turn right and proceed
to Quail Hollow Road. Turn right and proceed to
Augusta Ct. Turn left and the site is located at the
end of the road.
6 . Discharge Point - Latitude: 36° 11 ' 16"
Longitude: 80° 04 ' 25"
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
Quadrangle
7 . Size ( land available for expansion and upgrading) :
There is sufficient space for upgrading if necessary.
The lot appears to be an acre plus in size.

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8 . Topography ( relationship to flood plain included) :
The lot slopes approximately 4 to 6% toward the stream.
9 . Location of nearest dwelling:
The site has dwellings located on each side. These
dwellings will be located greater than 100 fee from
the existing treatment system and greater than 300 ft.
from the discharge point.
10 . Receiving stream or affected surface waters: U.T. to
Belews Creek
a. Classification: "C"
b. River Basin and Subbasin No. : Roanoke 030201
c. Describe receiving stream features and pertinent
downstream uses: This area can best be described
as rural residential. There are no other known
dischargers within the immediate area.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100o Domestic
Industrial
a. Volume of Wastewater: 0 . 00075 MGD
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) :
This is an existing wastewater treatment system which
consist of the following: a 1250 gallon capacity
septic tank and 660 square feet of sub-surface sand
filter.
5. Sludge handling and disposal scheme:
When it becomes necessary sludge will be pumped from
the system by a licensed septic tank contractor and
taken to the nearest municipal wastewater treatment
plant for disposal.
6. Treatment plant classification: No classificatin has
been assigned as this is a private residence.
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: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
The wastewater treatment system appears to be
functioning adequately. I recommend the permit be reissued.
ignature of report preparer
Water Quality Supervis

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