NC0033430_Wasteload Allocation_19941121

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SOC PRIORITY PROJECT:
IF YES, SOC"'NUMBER
No
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Jule Shanklin
DATE: November 21, 1994
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Henderson
PERMIT NUMBER NCO033430
PART I - GENERAL INFORMATION
1. Facility and Address: SUMMER:
Camp Judea
Route 9, Box 395
Hendersonville
N. C. 28739
2.
3.
4.
Date of Investigation: November 18, 1994
Report Prepared By: Paul White
Persons Contacted and Telephone Number:
WINTER:
2191 Briarcliff Rd.
Suite B
Atlanta, GA 30329
Allen Owenbey
Maintenance/Security
704-685-8841
5. Directions to Site: Camp Judea is located south of Fruitland on
Highway 64. From the I-26, Highway 64 interchange, proceed east
for 4 miles to the entrance to Camp Judea on the right. The
existing WWTP is located approximately 300 feet south of Hwy 64
and 250 feet west of Henderson Creek.
C-V
7.
Discharge Point(s), List for all discharge points:
Latitude: 350 22' 37" Longitude: 820 23' 01"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. F9NW U.S.G.S. Quad Name Fruitland
Site size and expansion area consistent with application? Yes
If No, explain:
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8. Topography (relationship to flood plain included): WWTP is
located at the edge of the flood plain adjacent to 50 - 10
slopes. The 100 year flood plain elevation elevation may encroach
on the treatment plant site.
9. Location of nearest dwelling: 100 feet.
10. Receiving stream or affected surface waters: Henderson Creek
a. Classification: C Trout
b. River Basin and Subbasin No.: 04-03-02
C. Describe receiving stream features and pertinent downstream
uses: Fish and wildlife propagation, fishing, agriculture.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted 0.030 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? 0.030 MGD
C. Actual treatment capacity of the current facility (current
design capacity 0.030 MGD
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
A/C May 18, 1994 - Addition of an equalization basin and a
parallel .015 mgd treatment plant consisting of an aeration
basin, clarifier, sludge holding basin, tablet chlorinator,
chlorine contact chamber, V-notch weir flow measurement, and
tablet dechlorinator.
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: Existing
facilities consist of:
9000 gal. infl. flow eq. basin, bar screen, 2 pumps & flow
splitter,
Two aeration basins (old - 15,000 gal., new - 18,700 gal.),
Two clarifiers (old - 50 sq.ft., new - 72 sq. ft.) with
sludge and skimmer returns,
2500 gal. sludge holding basin,
1400 gal. chlorine contact chamber with tablet chlorinator,
30 degree V-notch weir, tablet dechlorinator.
f. Please provide a description of proposed wastewater treatment
facilities: n/a
g. Possible toxic impacts to surface waters: chlorine, ammonia,
cleaning chemicals.

Page 2
h. Pretreatment Program (POTWs only): n/a
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme: not included
with application. Contract operator typically contracts with a
septage hauler to remove sludge to a plant needing seeding or to a
POTW.
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet): II
4. SIC Codes(s): 7032
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 13 Secondary
Main Treatment Unit Code: 0607
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
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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: This alternative was considered for the 1994
0.015 mgd expansion, indicating a 39% greater total present worth
cost for this option. Therefore this alternative did not appear
to be economically feasible at the time the expansion was applied
for and is not likely to be feasible now.
Connection to Regional Sewer System: not available
Subsurface: This alternative was found to be 800-. more costly than
discharging for the expansion and is therefore not economically
feasible.
Other disposal options: Utilizing a sand filter for the expansion
was indicated to be 310-. more costly than a package plant and was
not considered further for the expansion.
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
Camp Judea completed an expansion of the WWTP in 1994 which
provided flow equalization and parallel treatment facilities. It
is recommended that the permit be renewed as requested.
- 19a-a
Signature of Report Preparer
Water Quality Regional Supervisor
Date
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