HomeMy WebLinkAboutNCG550062_Staff Report_19900202 cc: Tech. Services (Marcia Toler-McCullen)
Permits and Engineering
County Health Dept.
Central Files
WSRO
Date Feb. 2, 1990
NPDES STAFF REPORT AND RECOMMENDATIONS
County Davie
NPDES Permit No. Net-011
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PART I - GENERAL INFORMATION rcr-
FEB 0 8 1990
1. Facility and Address:
Perry Seawright Residence TE� � :ir'`,vCA
Route 5, Box 365
Mocksville, NC 27028 x
2 . Date of Investigation: January 30, 190
3 . Report Prepared by: Sherri Vaden Knight
4 . Persons Contacted and Telephone Number:
Mr. Perry Seawright
( 919 ) 998-6043
5. Directions to Site:
From Winston-Salem follow I-40 into Davie County. Take
Highway 801 to the north to within 0 . 5 mile of the
intersection with Highway 601 . The Seawright residence
is located on the north side of Hwy 801 beside
Chinquapin Baptist Church.
6 . Discharge Point - Latitude: 36° 01 ' 51"
Longitude: 80° 36 ' 52"
Attach a USGS Map Extract and indicated treatment plant
site and discharge point on map.
USGS Quad No. C-16SE or USGS Quad Name Farmington
7 . Size ( land available for expansion and upgrading) :
The lot is approximately 0. 5 acres in size. There
should be adequate property available for upgrading or
repair if it becomes necessary.
8 . Topography ( relationship to flood plain included) :
The lot slopes slightly to the northwest.
9 . Location of nearest dwelling:
The nearest dwelling is located approximately 350 feet
from the Seawright residence.
10 . Receiving stream or affected surface waters:
UT Chinquapin Creek
a. Classification: C
b. River Basin and Subbasin No. : Yadkin 03-07-05
c. Describe receiving stream features and pertinent
downstream uses: Chinquapin Creek flows into
Dutchman Creek approximately 1 . 25 mile from the
discharge point.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . Type of wastewater: 100% Domestic
Industrial
a. Volume of Wastewater: 0 . 0007 MGD
b. Types and quantities of industrial wastewater:
N/A
c. Prevalent toxic constituents in wastewater:
Unknown
d. Pretreatment Program (POTWs only) N/A
in development approved
should be required not needed
2. Production rates ( industrial discharges only) in pounds
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 system consisting of a 1000 gallon capacity
septic tank, a 608 square foot subsurface sandfilter
trench followed by a tablet disinfection unit and
contact tank.
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5 . Sludge handling and disposal scheme:
Septic tank should be pumped by commercial pumper when
needed and the septage disposal of properly.
6 . Treatment plant classification: N/A
7 . SIC Code(s) 8811
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: None
3 . Additional effluent limits requests: None
4 . Other:
PART IV - EVALUATION AND RECOMMENDATIONS
This application is for the renewal of an existing
permit for a single family residence. The original permit
was issued because the existing nitrification system had
failed.
No problems were observed with the system except that
no chlorine was being used. The exact discharge point could
not be located and the Seawrights were not at home.
It is recommended that the permit be reissued as there
is no other wastewater treatment alternative available at
this site at this time.
It is recommended that the permit be reissued.
jiteibLajadVA.L../glA: -
Signature of report Oreparer
Water Quality Supervisor
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