NCG550177_Permit (Issuance)_19930218

•
SOC PRIORITY PROJECT: Yes___No
If Yes , SOC No .
REEIVED
cc: Permits and Engineering
Technical Support Branch C
County Health Dept.
Central Files FEB WSRO
To: Permits and Engineering Unit ' T Sa AN
Water Quality Section-
Attention:
Mack. Wiggins
Date Feb. 18 , 1993
NPDES STAFF REPORT AND RECOMMENDATION
County Forsyth
Permit No. NC0050741
PART I - GENERAL INFORMATION
1. Facility and Address: Mr. Jack R. Elliott
5080 McGee Rd.
Walkertown, NC 27051
2 . Date of Investigation: 2-17-93
3 . Report Prepared by: George Smith
4 . Persons Contacted and Telephone Number: Mr. Jack Elliott
919-595-6848
5. Directions to Site: From WSRO follow Rt 8 past Pineview
Country Club. Go right on Rt 66. Continue on Rt. 66 until
McGee Rd is on the right. House is 2nd on the right from
the corner.
6. Discharge Point(s) , List for all discharge points:
Latitude: 36° 10' 37" Longitude: 80° 10' 42"
Attach a USGS map extract and indicate treatment
facility site and discharge point on map.
U. S.G. S. Quad No. C18NW U.S.G. S. Quad Name Walkertown

•
7 . Site size and expansion area consistent with
application ?
X Yes No If No, explain:
8. Topography (relationship to flood plain included) : Septic
tank and sand filters are in the front yard. Land is well
above the flood plain. Soil has poor drainage.
9. Location of nearest dwelling: There are several houses
within 1000 feet.
10. Receiving stream or affected surface waters: Mill Creek
a. Classification: Class C
b. River Basin and Subbasin No. : Yadkin 03-07-04
c. Describe receiving stream features and pertinent
downstream uses: Small stream with no apparent
recreational activities.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: 500 gpd(Ultimate
Design Capacity)
b. What is the current permitted capacity of the Waste Water
Treatment facility? 500 gpd
c. Actual treatment capacity of the current facility
(current design capacity) ? 500 gpd
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years: NONE
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: Existing
900 gallon septic tank with 261 sq. foot primary
subsurface sandfilter, chlorination unit and contact tank
with tablet chlorinator for 3 bedroom single family
residence.
f. Please provide a description of proposed wastewater
treatment facilities: N/A
g. Possible toxic impacts to surface waters: NONE
h. Pretreatment Program (POTWs only) :
in development approved
should be required not needed X

2 . Residuals handling and utilization/disposal scheme:
Pumped by contractor as needed.
a. If residuals are being land applied, please specify DEM
permit no.
Residuals Contractor
Telephone No.
b. Residuals stabilization: PSRP PFRP_
Other
c. Landfill: N/A
d. Other disposal/utilization scheme (Specify) : NONE
3 . Treatment plant classification (attach completed rating
sheet) : Single Family Residence
4 . SIC Code(s) : 4952
Wastewater Code(s) of actual wastewater, not particular
facilities i.e. . , non-contact cooling water discharge
from a metal plating company would be 14 , not 56.
Primary 04 Secondary
Main Treatment Unit Code: 4 4 0 7
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction
Grant Funds or are any public monies involved.
(municipals only) ? NO
2 . Special monitoring or limitations (including toxicity)
requests: NONE
3 . Important SOC, JOC or Compliance Schedule dates: (Please
indicate) NONE
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
NPDES Permit Staff Report
Version 10/92
Page 3

4 . Alternative Analysis Evaluation: Has the facility
evaluated all of the non-discharge options available.
Please provide regional perspective for each option
evaluated.
Spray Irrigation: N/A
Connection to Regional Sewer System: NOT AVAILABLE
Subsurface: N/A
Other disposal options: N/A
5. Other Special Items: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
This system was previously constructed by Mr. Paul R. Ellis.
Authorization to construct was issued on April 26, 1982 . This
office has no verification this system was ever constructed
properly. Mr. Ellis originally applied for permits on four lots.
Authorization to construct was given for lot 6A-1. This property is
located on lot 6A-4 . There are other dwellings on lot 6A-1.
This system is pumped regularly and is well maintained. No obvious
problems were noted. It is recommended this permit be reissued.
Signature f report preparer
i ci ..----
,/, Wye er Quality C/ zonal Supervisor
(:7)
Jam' Ct
/� / Y?
Date
NPDES Permit Staff Report
Version 10/92
Page 4

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SCALE 1:24 000 CLEMMONS 15 MI.

W
A. ( 1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning on the effective date and lasting until
the permittee is authorized to discharge from outfall (s) serial number(s) 001. expiration
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requiremerts
Kg/day (lbs/day) Other-Units (Specify) Measurement Sample Sample
Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Location
Flow
0.0005 MGD
DOD, 5-Day, 20°C 30 mg/1 45 mg/1
TSS
Fecal Coliform (Geometric Mean, ) 30 mg/1 45 mg/1
• 1000/100 ml 2000/100 ml
•
z -v -v
r7rnaa
-s co -s
The pH shall not be less than 6.0 standard units norgreater than 9.0 0 3 `° �+
standard units.. o r+
There shall be no discharge of floating solids or visible foam in other than trace amounts. • 0