NCG550071_Wasteload Allocation_19910904

.
NPDES SFR WASTELOAD ALLOCATION
�i111 / Date: 9 - 4-91
Nousl _ As - 3✓,_.�2.1\ecC�' E. u3A,eakit"i_ Q.�s;A, -,- _.
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Facility Name: Ti'u_SseJI V 1I"3l1es nesldehwe- Permit: iQ 003 5
Receiving Stream: LIT Sm;4-h Creek Class: C_ Sub-basin: 03-07-02,
County: Davi c, Regional Office: IA)i► c.-61- So.)ewi
Reference USGS Quad: Clemmonc C- 11SW Existing: ✓ Proposed:
Elevation: 9(co f Drainage Area: O. 5 5 ►'n; z
Hydrologic Group:
C = y.3 g on; 6Min)D251gn Temperature: ZS G
Slope: Ds
Comments:Comments:
EI�� Trai n° -.
1)15c-bgrLc,c L.bc A-n o r0 C.a22 Cr P.
-1(,0 ' .—.
j0 ' 0.3 ell;le 33.3 Ceres
-NO' b.2 So
13oI a.4 „ 25
12-0' 0.5L Is
1101 6. 4Z 2`i
100 i V. 25 ,• 40 ,,
aVtra.v... s II pc_ tot) tZ t 3 = z$ •fpoi
Recommended Effluent Limits
r a„,,, s A 2 qui ce.uues al atCIJTLY pptm, ITED
Wasteflow (gpd) : 0.00o4S o.00045
BOD (mg/1) : 15.0 -7,o
TSSS (mg/1) : 3V•0 30•0
NH -N (mg/1) : 4 ,b 2•0
Fecal Col (/100m1) : Z00.0 Imo.°
D.O. (mg/1) : (o. 0 (o . 0
pH (SU): to - 9 (A - 9
Recommended By: Vick,/ /1t,[! Date: 42± , I45)l
Regional Ey• ae!��
Regional Engineer: �-7 Date: 9s—y/ .
Regional Supervisor: Date: �(
Cit
Route to Technical Support Group and Permits and Engineering Unit
(Enclose copy of USGS topographical map showing location of Discharger)

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!: VW.TO U.S.601 548 27'30" 549 MOCKSVILLE 12 MI. 550 (ADVANCE) 1551 1 552 I
TESVILLE11NTFRSTATE 771 75 MI. 4955 IV NW
SCALE 1:24000
1 1
1 7 0 1 mi
* 1--1 1---, I--4 1...- 4 1- -..-.4 II 1
MN 1000 0 1000 2000 3000 4000 5000 6000 7000 FEET
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t-i
1 5
0 1 KILOMETER
1---1. 1--1 I-1 1--I I•••••-4 1
7ONTOUR INTERVAL 10 FEET
6 MILS I-----'
NATIONAL GEODETIC VERTICAL DATUM OF 1929
116 MILS 0°20'
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cc: Permits and Engineering
Technical Support Branch
County Health Dept.
Central Files
WSRO
Date Sept. 4, 1991
NPDES STAFF REPORT AND RECOMMENDATIONS
County Davie
NPDES Permit No. NC0037435
PART I - GENERAL INFORMATION
1 . Facility and Address: - 1991
Russell V. Hughes Residence
116 Creekwood Drive ' ,iii--'JRi BRANCH
Advance, NC 27006
2 . Date of Investigation: August 30 , 1991
3 . Report Prepared by: Sherri Vaden Knight
4 . Persons Contacted and Telephone Number:
Russell Hughes ( 919 ) 998-5577
5. Directions to Site:
From Winston-Salem, follow I-40 west and exit north on
Hwy 801 in Davie County. Follow 801 approximately 1
mile to Creekwood Drive and turn left. The Hughes
residence is the second house from the creek on the
left.
6 . Discharge Point - Latitude: 36° 00 ' 33" (revised)
Longitude: 80° 27 ' 27" ( revised)
Attach a USGS Map Extract and indicated treatment plant
site and discharge point on map.
USGS Quad No. C-17SW or USGS Quad Name Clemmons
7 . Size ( land available for expansion and upgradig) :
The lot is approximately 0 . 48 acre. ( 21 , 000 ft - 105 '
x 200 ' )
8 . Topography (relationship to flood plain included) :
The sandfilter is located behind the house on a
slightly sloping area beside a stream.
9 . Location of nearest dwelling:
There are several dwellings adjacent to this home
(residential area) . The closest dwelling is 118
Creekwood Drive. This home is approximately 300 ' from
the discharge point and a deed of easement allows the
outfall line to cross the property.

10 . Receiving stream or affected surface waters: UT Smith
Creek
a. Classification: Class C
b. River Basin and Subbasin No. : Yadkin - PeeDee
03-07-02
c. Describe receiving stream features and pertinent
downstream uses: Smith Creek joins Bailey Creek to
form Carters Creek approx. 3 miles downstream.
Hidden Creek Subdivision has a package plant
discharge approx. 2 miles downstream on Smith
Creek.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . Type of wastewater: 100%% Domestic
Industrial
a. Volume of Wastewater: 0 . 00045 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 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
existing) :
Existing system which consists2of a 1000 gallon
capacity septic tank, a 391 ft subsurface sandfilter,
a tablet chlorinator and contact tank.
5 . Sludge handling and disposal scheme:
The septic tank is pumped by commercial pumper when
needed.

•
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 : N/A
3 . Additional effluent limits requests: N/A
4 Other:
PART IV - EVALUATION AND RECOMMENDATIONS
This application is for the renewal of an existing
permit that serves a single family residence. Since the
last permit was issued, a chlorinator and contact unit has
been installed (July 1988 ) . This system began to
malfunction in early 1990 and was refurbished in June 1990 .
No problems were observed at the time of the inspection.
The outfall line runs across the property at 118
Creekwood Drive and discharges beside the stream culvert.
The USGS map has been photorevised and indicates that the
ctl identified on prior staff
discharge point was incorrectly
reports. The revised coordinates are listed on page 1 .
It is recommended that the permit be reissued.
LW: 72 ,ehj
Signature of r ort preparer
Water Quality Sup visor

3
W
A. ( 1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final ,r
During the period beginning on the effective date of the Permiand lasting until expiration,
the permittee is authorized to discharge from outfall (s) serial number(s) 001 .
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/da ) Other-Units (Specify) Measurement Sample Sample
Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Location
Flow 0. 00045 MGD
BOD,5Day, 20°C 7. 0 mg/I 10. 5 mg /I
Total Suspended Residue 30. 0 mg /I 45. 0 mg /I
NH3 as N 2. 0 mg /I 3. 0 mg/I
Dissolved Oxygen (minimum) 6. 0 mg /I 6. 0 mg /I
Fecal Coliform (geometric mean) 1000. 0/100 ml. 2000. 0/100 ml.
Residual Chlorine
Temperature •
The chlorinator shall be inspected weekly to insure there is an ample supply of chlorine tablets for continuous
disinfection of the effluent.
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cIro a a
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. o 4-4
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There shall be no discharge of floating solids or visible foam in other than trace amounts. w • 0