NCG550151_Staff Report_19910718

• TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
DATE: July 18, 1991
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Buncombe
PERMIT NUMBER NC0048011 RFCPIV
NGCrS5015 1 �
PART I - GENERAL INFORMATION TE JUL
2 3 1991
CH1V��p� SUpp�RT B
RgN�H
1 . Facility and Address: Nell Endzell Residence
41 Driftwood Court
Asheville, North Carolina 28805
2 . Date of Investigation: September 11 , 1989
3 . Report Prepared By: Kerry S . Becker
4. Persons Contacted and Telephone Number: Nell Endzell
704-298-8868
5. Directions to Site: Fronm the intersection of NCSRs 2402 and 2403,
travel east on NCSR 2402 0. 55 mile to Driftwood Ct. Turn
left on Driftwood Ct. and travel to intersection, turn right
and travel 0. 1 mile to end of cul-de-sac . Houle is located
on right side of the cul-de-sac .
6. Discharge Point( s) , List for all discharge points:
Latitude: 35 deg. 36 min. 18 sec .
Longitude: 82 deg. 27 min. 18 sec .
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U. S.G. S. Quad No. E9 SW U. S .G. S. Quad Name Oteen
7 . Size ( land available for expansion and upgrading) : N/A
8. Topography (relationship to flood plain included) : Hilly, located
within 150 feet of the Swannanoa.
9 . Location of nearest dwelling: N/A

10. Receiving stream or affected surface waters: Swannanoa River
a. Classification: C
b. River Basin and Subbasin No. : FBr 04-03-02
c. Describe receiving stream features and pertinent downstream
uses: Average flow is 160 cfs . The Swannanoa River is a
swift moving stream with a rocky bottom. It serves as
habitat for the propagation and maintenance of wildlife and
serves as an industrial water supply for Sayles Bleacheries.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100 % Domestic
Industrial
a. Volume of Wastewater: 0. 00030 MGD (Design Capacity)
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 per day:
N/A
a. Highest month in the past 12 months: lbs/day
b. Highest year in the past 5 years: lbs/day
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) : The
existing facility consists of a 1200 gallon septic tank followed
by a 300 sq. ft. subsurface sand filter trench.
5 . Sludge handling and disposal scheme : Licensed commercial septic
tank cleaning firm.
6. Treatment plant classification: Less than 5 points; no rating
(include rating sheet, if appropriate) . N/A
7 . SIC Codes(s) : 4952
Wastewater Code(s) : Primary 04 Secondary

PART III - OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction Grant funds
(municipals only)? N/A
2 . Special monitoring requests:
3 . Additional effluent limits requests:
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
The Asheville Regional Office recommends renewl of NPDES Permit
#NC0048011 .
Signatureiof Report Preparer
, AMY
ater Quality Regional Supervisor
7AV91/
Date

•
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