NCG550013_Wasteload Allocation_19930610

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NPDES WASTE LOAD ALLOCATION ,6-:" h• ,
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PERMIT NO.: — Mod DateRe 3 # ,,� of
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PERMITFEE NAME: Geneco, Inc. 2
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FACILITY NAME:
Geneco, Inc. Drainage Area(nu ) Avg. Streamflow (cfs):
Facility Status: Existing 7Q10(cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Permit Status: Renewal Toxicity Limits:IWC % Acute/Chronic
Major Minor 11 Instream Monitoring: •,
Pipe No.: 001 Parameters
Design Capacity: 0.000375 MGD Upstream Location _
Domestic (% of Flow): 100 % Downstream Location
Industrial (% of Flow):
Effluent Summer Winter
Comments: leo re ce^^M eia(s d Q 1 e 4 e M O a,f or 142, Characteristics
SP114 .- BOD5 (mg/1)
1 ,te i /� �-;/-� � NH3-N (mg/1)
D.O. (mg/1)
RECEIVING STREAM:an unnamed tributary to Mud Creek
Class: WS IV TSS (mg/1)
Sub-Basin: 04-03-02 F. Col. (/100 ml)
Reference USGS Quad: F8NE (please attach)
County:
Henderson pH (SU)
Regional Office: Asheville Regional Office
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Previous Exp. Date: 8/31/93 Treatment Plant Class:
Classification changes within three miles: -
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Requested by: Charles Alvarez Date: 6/3/93
Prepared by: Date: _ Comments: -bc`_e`Ep 'K wLA 1."' ' l-k-°"'e•r _ / `'4 `s \>e'`-'"'` .d
Reviewed by: Date: ate. -�l.r<#-P'S'- A—.- 'g. "��" rz ! r.

SOC PRIORITY PROJECT: No
` IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER
QUALITY SECTIONre,
ATTENTION: Ch e're �AIvz DATE: February 17, 1993
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Henderson IO fe .-
PERMIT NUMBER NC0062588
PART I - GENERAL INFORMATION `����� M""``�"r
1. Facility and Address: Geneco, Inc .
201 Newman Drive
Hendersonville, N. C. 28739
2 . Date of Investigation: December 4, 1992
.
3 . Report Prepared By: Paul White 3'
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4. Persons Contacted and Telephone Number: " r
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5. Directions to Site: From the Highway 25 south exit from I-26, `,
proceed southward toward Hendersonville for approximately 1 . 5
miles to the intersection of SR 1367 on the right and Geneco, Inc.
on the left. The subsurface sand filter is located <100 feet
southeast of the building.
6. Discharge Point(s) , List for all discharge points:
Latitude: 35° 22 ' 48" Longitude: 82° 30' 13"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. F8NE U. S.G. S. Quad Name Skyland
7. Site size and expansion area consistent with application? Yes
Yes No If No, explain:
8. Topography (relationship to flood plain included) : Flat, not in
flood plain.
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9. Location of nearest dwelling: >100 feet
10. Receiving stream or affected surface waters: UT Mud Creek
a. Classification: WS-IV
b. River Basin and Subbasin No. : French Broad 040302
c. Describe receiving stream features and pertinent downstream
uses: Receiving stream drains suburban and agricultural
land. Wetland areas border the stream between the discharge
point and Mud Creek. Downstream uses include fish and
wildlife propagation, fishing, canoeing, and proposed water
supply for the City of Asheville.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted .000375 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? . 000375 MGD
c. Actual treatment capacity of the current facility (current
design capacity .000375 MGD
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: Septic tank and
subsurface sand filter with inspection port and outfall line.
The outfall line is plugged with a screwed plug.
f. Please provide a description of proposed wastewater treatment
facilities: n/a
g. Possible toxic impacts to surface waters: Ammonia, bathroom
cleaning agents.
h. Pretreatment Program (POTWs only) : n/a
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme: None specified
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
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c. Landfill:
d. Other disposal/utilization scheme (Specify) :
3 . Treatment plant classification (attach completed rating sheet) : I
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 02 Secondary
Main Treatment Unit Code: 440-7
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
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: Possible
Connection to Regional Sewer System: None available at this time.
Subsurface: Not likely with native soil.
Other disposal options:•
5. Other Special Items: Please recheck drainage area/7Q10 flows.
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PART IV - EVALUATION AND RECOMMENDATIONS
The facility is a septic tank and subsurface sand filter operating
with no surface water discharge. It is recommended that the
permit be reissued. Since there is no discharge from the
facility, it is recommended that the monitoring and certified
operator requirements be deleted from the permit, pursuant to 15A
NCAC 2B . 0508 (b) ( 1) . The permit should contain a requirement to
connect to a public sewer when available.
p(a_
Signature of Report Pr parer
--11-/(/
ater Qu lity Regional Supervisor
19- /7 f_3
Date
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