NCG550634_Wasteload Allocation_19930119

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EC EWE)
AGE—tD To GE.0 EGIA'tEAw.
JAN 2 2 1993
TECHNICAL SUPPORJ,BRANCH
Facility Name:
Receiving
County:
•=r
ov (IN 3o`53
D�02-Kgam.
Stream: SurAi 7 4k&f L Class:
.v°. (s- 1Z-13—Z
Regional Office:
/—/ S- $'3
NCG SSo3V
Permit: 74L4-00-
83-D 9 �o
Sub -Basin: 04-0200
Asheville
Date:
n�
Reference USGS Quad: C240,4, tit G
Proposed:
Elevation:
E
Existing: /J O
�Z1 2 o
Hydrologic Group:
Drainage Area: ) Z PZ
I>esign Temperature:
Slope:
Wasteflow
BOD5
NH3-N
D.O.
pH
Fecal Coliform
TSS
RECOMMENDED BY:
APPROVED BY:
Regional Engineer:
Regional Supervisor:
6- 9
Comments:
LO CT Id- (CCA ac(._
RECOMMENDED EFFLUENT LIMITS
_ (gpd) :
(mg/1):
(mg/1):
(mg/1):
(SU) .
(/100 ml):
(mc, ►/1):
DATE :
Date:
PLOTTED
Route to Technical Support Group and Permits and Engineering Unit
(Enclosed copy of USGS topographical map showing location of
discharger)

SOC PRIORITY PROJECT: Yes No XX
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Mack Wiggins
5N2 2 1393
iECF NMCA! SUPPORT BRANCH
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Buncombe
DATE: January 20, 1993
PERMIT NUMBER NC0083046
PART I - GENERAL INFORMATION
1. Facility and Address: Randy Dean Burrell Residence
Post Office Box 538
Leicester, North Carolina 28748
2. Date of Investigation: October 26, 1992
3. Report Prepared By: Max L. Haner
4. Persons Contacted and Telephone Number:
Mr. Zade Ponder
Mr. Randy Burrell
[phone]e11
5. Directions to Site: Proposed site is located approximately
0.2 mile west of the intersection of NC Hwy 63 and NCSR 1220
(South Turkey Creek Road) in Buncombe County. Site is further
located adjacent to the southside of South Turkey Creek Road.
6. Discharge Point(s), List for all discharge points:
Latitude: 35° 39' 23"
Longitude: 82° 43' 45"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. E8NW U.S.G.S. Quad Name Leicester, N.C.
7. Site size and expansion area consistent with application?
XXX_ Yes No If No, explain:
8. Topography (relationship to flood plain included): Not in Flood
Plain

9. Location of nearest dwelling: N/A due to type of system
10. Receiving stream or affected surface waters: South Turkey Creek
a. Classification: "C"
b. River Basin and Subbasin No.: French Broad / 040302
c. Describe receiving stream features and pertinent downstream
uses: Agriculture, Wildlife
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted 0.000360 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? N/A - new permit
c. Actual treatment capacity of the current facility (current
design capacity N/A/
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
N/A
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: N/A
f. Please provide a description of proposed wastewater treatment
facilities: Proposed system will consist of a septic tank -
subsurface sand filter for a single family residence with
discharge to South Turkey Creek in Buncombe County.
g•
Possible toxic impacts to surface waters: N/A
h. Pretreatment Program (POTWs only): N/A
in development
should be required
approved
not needed
2. Residuals handling and utilization/disposal scheme: Septage
Pumping Company
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
Page 2

c. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet):
Not Rated
4. SIC Codes(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: 44007
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)?
2. Special monitoring or limitations (including toxicity) requests:
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate)
Submission of Plans and Specifications
Begin Construction
Complete Construction
Date
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:
Connection to Regional Sewer System: Not Available
Subsurface: On -site disposal under local health department
regulations not an option. No adjacent property available.
Other disposal options:
5. Other Special Items:
Page 3

PART IV - EVALUATION AND RECOMMENDATIONS
It is recommended that the permit go to public notice and be
issued as early as possible.
Signat' e of Report Preparer
ter Quali Reg3,,onal Supervisor
Date
Page 4

• 40'
3948
3947
3946
710.000
FEET
1
394_5
3944
35037, 39.f t�,�.�� .W'lt/l
8,'45' 342 890,000 FEET
CP 0`hh Control by NOS/NOAA, USGS, and TVA
43
Mapped and edited by Tennessee Valley Authority
Published by the Geological Survey
Topography by photogrammetric methods
Map field checked by TVA, 1942
Polyconic projection. 1927 North American datum
10,000 foot grid based on North Carolina
rectangular coordinate system
1000-metdr Universal Transverse Mercator grid ticks,
Zone 17, shown in blue
To place on the predicted North American Datum 1983
move the projection lines 8 meters south and
12 meters west as shown by dashed corner ticks
MN
4vr
80 MILS
GN
0'59'
17 MILS
345
UTM GRID AND 1990 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
42' 30"
FOR SALT