NCG550164_Wasteload Allocation_19860616

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NPDES SFR WASTELOAD ALLOCATION
Date : tollb186i
NCG-550\4,4
Fact I , t y Name :G ueLEV E VE12-+41 . t TESIDeloc G" Permit :Permit :________ISItifLIMP.
Receiving Stream : UT UwHAe-2-tE TIVER Class :WS:EL Sub-Basin : 03-O}-o9
County : -RANDOLPH Regional Office : WttJSTD,J - SA L. M _
Reference USGS Quad : 01(1SW GLENOLA Existing : V Proposec :
Elevation : 10T0 Drainage Area : 0. 01 -3- nnt
o
Hydrolocic Group : -D. Design Temperature : ZS C
Slope : EL - p►STwoce S _oPr Comments :
OU.0-cgLL to:O.
650 ' O. I M• ZCo C'pm .
(,30' 0.1'+ 143
b I 0 ' 0.14- V-0
S q b ' 0.0is z-50
S 30' 0.0% 7_50
SSo / 0.7L4 ea3
Sib" O. tto IZS
S 1 0 ' 0. 2.% 4t.4 _ (135 M�4q 5 ' 0. 8� I $-3.S • AVG. St.._opt = I1-S 1.3 P
RECOMMENDED EFFLUENT LIMITS
Wasteflow ( gpd ) : SOO
BOD5 (mg / I ) : 15 ZZ.S_
NH3-N (mg / I ) : 4 a
D . C . (mg / I ) : to _
pH ( SU ) : 6-43.5 (4,-43.5-
Fecal Ccli ( / i00m1 ) : 1000 ZOOO
TSS (mg / I ) : 30 45
' I IRECOMMENDED B Y : :Y L/ Date : (PI 1 )eto
APPROVED BY :
Regional E n c i n e e r : /1 y '"\ . " "L Date :
/
Regional Supervisor : �, Date : �r —16 -& b I
7
ROUTE to Technical Support Group and Permits 8. Engineering Unit
( Enclose copy of USGS topographical map showing location of discharger )
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cc: Permits and Engineering
Technical Support Branch
County Health Dept. —
Central Files
WSRO
Date April 25 , 1991
NPDES STAFF REPORT AND RECOMMENDATIONS
County Randolph
NPDES Permit No. NC0048836
PART I - GENERAL INFORMATION
': GENE®
1 . Facility and Address: •
erg"
Gurley Wayne Everhart Residence APR 3 01
Route 2 Box 521
991
Trinity, NC 27370
Nl r: SUPPORT BRAN"'
2 . Date of Investigation: April 9 , 1991
3 . Report Prepared by: Sherri Vaden Knight
4 . Persons Contacted and Telephone Number:
Gurley Wayne Everhart
( 919 ) 476-1758
5 . Directions to Site:
Take Hwy 311 to Hwy 62 in Archdale. Follow Hwy 62 to
Finch Farm Road (SR 1547 ) and take a left. Follow SR
1547 2 . 35 miles to SR 3106 on the left. Continue on SR
3106 2 . 2 miles to SR 1760 on the right. Make an
immediate left onto SR 1759 . The residence is located
0 . 2 mile from the intersection on the right.
6 . Discharge Point - Latitude: 35° 50 ' 01"
Longitude: 79° 59 ' 05"
Attach a USGS Map Extract and indicated treatment plant
site and discharge point on map.
USGS Quad No. D 19SW or USGS Quad Name Glenola
7 . Size ( land available for expansion and upgrading) :
Adequate area for upgrading if needed
8 . Topography ( relationship to flood plain included) :
The lot slopes toward the southwest and the receiving
stream
9 . Location of nearest dwelling:
There are two dwellings approximately 400 feet from the
discharge point.

10 . Receiving stream or affected surface waters : UT
Uwharrie River —
a. Classification: WS-III
b. River Basin and Subbasin No. : Yadkin Pee-Dee
03-07-09
c. Describe receiving stream features and pertinent
downstream uses: The City of Asheboro has a water
supply reservoir several miles downstream of this
discharge.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . Type of wastewater: 100% Domestic
Industrial
a. Volume of Wastewater: 300 GPD
b. Types and quantities of industrial wastewater:
N/A
c. Prevalent toxic constituents in wastewater:
Unknown
d. Pretreatment Program (POTWs only)
in development approved
should be required not needed X
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
ex,sting) :
septic tank, sand filter system for a two
Existing p y
bedroom single family residence. A chlorinator may
also be installed, however the chlorine tubes could not
be located and may have been broken at ground level.

.,
5 . Sludge handling and disposal scheme:
Septic tank should be pumped by commercial pumper when
needed. It is unknown if this system has been pumped
since installation.
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
system serving a two bedroom single family residence.
There were no problems noted at the inspection with the
exception that a chlorinator could not be located. A slight
discharge was observed.
It is recommended that the permit be reissued.
Signature of report pr arer
Water Quality Supervis r