NC0044962_Staff Report_19920121

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0044962
North Stokes High School
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Staff Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
January 21, 1992
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cc: Permits and Engineering
Technical Support Branch
County Health Dept.
Central Files
WSRO
Date January 21, 1992
NPDES STAFF REPORT AND RECOMMENDATIONS
County Stokes
NPDES Permit No. NC0044962
PART I - GENERAL INFORMATION
1. Facility and Address:
North Stokes Jr./Sr. High
P.O. Box 50
Danbury, N.C. 27016-0050
2. Date of Investigation: January 16, 1992
3. Report Prepared by: Mr. Abner Braddy
J N24 t99,
4. Persons Contacted and Telephone Number:
Mr. G. Frank Sells, Superintendent
[phone]
5. Directions to Site: From Winston-Salem travel N.C.
Highway 8 North thru Danbury, N.C. At Lawsonville,
turn left on S.R. 1496. Travel S.R. 1496 until turning
right on S.R. 1499; the school is located on the north
side of S.R. 1499, and the treatment works is located
on the south side.
6. Discharge Point - Latitude: 36°° 27' 47"
Longitude: 80 16' 58"
Attach a USGS Map Extract and indicated treatment plant
site and discharge point on map.
USGS Quad No. B17-NE or USGS Quad Name Hanging Rock
7. Size (land available for expansion and upgrading):
There is adequate land for expansion although it is not
anticipated that the need will arise.
8. Topography (relationship to flood plain included):
The topography at the WWTP is very slightly sloped; the
facility is not located within a flood plain.

9. Location of nearest dwelling:
None within 500.0'.
10. Receiving stream or affected surface waters: U.T. to
Dan River
a. Classification: "C" "Trout"
b. River Basin and Subbasin No.: Roanoke 03-02-01
c. Describe receiving stream features and pertinent
downstream uses: The Dan River is used for both
primary and secondary recreation. Approximately
one mile below the subject discharge the Dan
becomes "WSIII". A portion of the River farther
downstream is under study for a "B" classification.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100% Domestic
% Industrial
a. Volume of Wastewater: .0061 avg. last 12 mos.
b. Types and quantities of industrial wastewater:
None
c. Prevalent toxic constituents in wastewater:
None Known
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 - 19,800 gallon septic tank; 8640
gallon dosing chamber; 2178 square foot surface sand
filter; tablet -type chlorinator; tablet -type
dechlorinator; outfall line.
5. Sludge handling and disposal scheme:
0 Septic tank pumped by licensed septage hauler

6. Treatment plant classification: I
7. SIC Code(s) 8211
Wastewater Code(s) 03
Main Treatment Unit Code 4 4 0 _ 7
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: N.A.
4. Other: N.A.
PART IV - EVALUATION AND RECOMMENDATIONS
The facility has historically met limits. The WSRO
recommends the Permit be renewed.
Signature of report pr
Water Quality per 'sor
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