HomeMy WebLinkAboutNCG550060_Permit (Issuance)_19970721 (2) pti
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Perm '•s and Engineering
County Health Dept. ECtiN54,', y`;�1`t ' � • , �
Central Files
WSRO
° Date February 1 , 1991
NPDES STAFF REPORT AND RECOMMENDATIONS
County Forsyth
NPDES Permit No. NC0031089
PART I - GENERAL INFORMATION
1 . Facility and Address :
Mrs . Barbara E . Little
130 Roswell Drive
Kernersville, N.C. 27284
Mailing Address : Route 2, Box 11
Asheboro, N.C. 27203
2 . Date of Investigation: February 1, 1991
3 . Report Prepared by: Cynthia Myers,
Environmental Technician
4 . Persons Contacted and Telephone Number:
Mrs . Barbara Little 919-629-6021
5 . Directions to Site:
The subject dwelling is located in Cliffwood Estates
which has an entrance road on Piney Grove Road (NC SR
1969 ) north of Kernersville . Follow entrance road to
end to Roswell Drive. The house is at the junction.
6 . Discharge Point - Latitude: 36 09 ' 05"
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
7 . Size ( land available for expansion and upgrading) :
. 25 acre
8 . Topography (relationship to flood plain included) :
The home is in an upland position. The back yard falls
steeply to the west and has a high water table . Ground
cover is fescue grass .
9 . Location of nearest dwelling: There are private
dwellings on either side of this home at approximately
80 -100 feet.
10 . Receivin• stream or affected surface waters : Q '.
It e l' °ee
a. Classification: C
b. River Basin and Subbasin No. : Roanoke (01M )
c. Describe receiving stream features and pertinent
downstream uses : The stream flows through a wooded
area behind Cliffwood Estates Development.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . Type of wastewater: 100% Domestic
% 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 900 gallon capacity septic tank, 391 square
feet standard subsurface sandfilter, sanuril
disinfection unit with 30 minute holding tank.
5 . Sludge handling and disposal scheme:
Sludge is pumped as necessary by a licensed hauler and
tanker to the nearest municipal WWTP.
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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: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
The system appears to be operating well . No solids are
in the creek. No odor is detectable. WSRO recommends the
permit be reissued.
signature of report preparer
Water Quality Supervisor
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