HomeMy WebLinkAboutNCG550214_Staff Report_19950219 SOC PRIORITY PROJECT: Yes No X
If Yes , SOC No .
cc: Permits and Engineering
Technical Support Branch
County Health Dept.
Central Files
WSRO
To: Permits and Engineering Unit
Water Quality Section
Attention: Mack Wiggins
Date Feb. 17, 1993
NPDES STAFF REPORT AND RECOMMENDATION
County Randolph
Permit No. NC00 5-560-3•
PART I - GENERAL INFORMATION
1. Facility and Address: Mr. Coyd Marlin Hoglen
Route 7, Box 32-A
High Point, NC 27263
2 . Date of Investigation: 2-12-93
3 . Report Prepared by: George Smith
4. Persons Contacted and Telephone Number: Mrs. Hoglen
5. Directions to Site: Hwy 311 south through High Point.
Turn right on Fairfield Rd. and go to third light. Turn
left on Uwharrie Rd. (SR 1612) . Go right on Circle Dr. and
continue past auto salvage yard. House is on the right,
just before the sharp curve.
6. Discharge Point(s) , List for all discharge points:
Latitude: 35° 54 ' 38" Longitude: 80° 00' 54"
Attach a USGS map extract and indicate treatment
facility site and discharge point on map.
U. S.G. S. Quad No. D18NE U. S.G. S. Quad Name High Point
West
• e 1-1(
jr fl**
•
'tom'r ILift 0-4 *06 .)
•
•
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 behind the house on a sloping
area well above the flood plain.
9. Location of nearest dwelling: There are several houses
within 800 feet. Residential area.
10. Receiving stream or affected surface waters: Intermittent
flowing, unnamed tributary to the Uwharrie river.
a. Classification: WS-III
b. River Basin and Subbasin No. : Yadkin 03-07-09
c. Describe receiving stream features and pertinent
downstream uses: Lake Reese, a water supply for
Asheboro is located downstream on the Uwharrie
River.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: 150 gpd(Ultimate
Design Capacity)
b. What is the current permitted capacity of the Waste Water
Treatment facility? 150 gpd
c. Actual treatment capacity of the current facility
(current design capacity) ? 150 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
800 gallon septic tank with 132 sq. foot primary
subsurface sandfilter and 66 sq. foot secondary
sandfilter, chlorination unit and contact tank for 1
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
l monitoringor limitations (includingtoxicity)
2 . Special
P
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 is a small system with adequate room for expansion. It is
recommended this permit be reissued.
LAAVt, L-CeylujtA)
Signature of ,report preparer
it .x.�.� 70,
Water Quality Regional Supervisor
Date
NPDES Permit Staff Report
Version 10/92
Page 4 1
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