NCG550095_Staff Report_19921203

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SOC PRIORITY PROJECT: Yes No X
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section RECEIVED
Attention: Mack Wi ins
Date: December 2, 1992 DEC 0 j 1992
NPDES STAFF REPORT AND RECOMMENDATION
ILCHNICAL SUPPORT BRANCH
County: Stanly
Permit No. NC0042366 I` `"
PART I - GENERAL INFORMATION
1 . Facility and Address : J. Donald Brummitt Residence
Rt . 3, Box 273
Randalls Ferry Road
Norwood, North Carolina 28128
2 . Date of Investigation: 12-01-92
3 . Report Prepared By: G. T. Chen
4 . Persons Contracted and Telephone Number: Mrs . J. D. Brummitt;
( 704 ) 474-5476
5 . Directions to Site: From the junction of Highway 24/27/73 and
SR 1740 ( Indian Mound Road) approximately 3 . 8 miles southeast
of the City Limits of Albemarle, Stanly County, travel south
on SR 1740 about 3 . 5 miles to the junction with SR 1743
(Randalls Church Road) . Turn left and travel on SR 1743 about
1 . 1 miles to the junction with SR 1802 (Randalls Ferry Road) .
Turn left and proceed on SR 1802 about 0 . 2 mile, The Brummitt
residence is the fifth house on the left (north) side of the
road.
6 . Discharge Point(s ) . List for all discharge points :
Latitude : 35° 15 ' 45" Longitude : 80° 06 ' 05"
Attach a U. S .G. S . map extract and indicate treatment facility
site and discharge point on map.
USGS Quad No. : F 18 SE USGS Name: Morrow Mountain, NC
7 . Site size and expansion are consistent with application?
Yes X No If No, explain:
8 . Topography (relationship to flood plain included) : The
terrain is hilly with slopes generally 5 to 30 % . The

existing site appears to be well above any potential flood
plain.
9 . Location of nearest dwelling: A number of dwellings within
100 feet.
10 . Receiving stream or affected surface waters : Lake Tillery
(Pee Dee River)
a. Classification: Ws-III and B
b. River Basin and Subbasin No. : Yadkin-Pee Dee & 03-07-08
c. Describe receiving stream features and pertinent
downstream uses : The receiving stream is a hydro-
electric impoundment that is used extensively for primary
and secondary recreation. The treated wastewater is
piped several hundred feet from the shore towards the
main channel .
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a. Volume of wastewater to be permitted: 0 . 00045 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater
treatment facility? 0 . 00045 MGD
c. Actual treatment capacity of the current facility
(current design capacity) ? 0 . 00045 MGD
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: The
existing facility consists of a septic tank,
nitrification field followed by a subsurface sand filter
and effluent chlorination.
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:
NPDES Permit Staff Report
Version 10/92
Page 2

2 . Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DEM
permit no. :
Residuals Contractor:
Telephone No. :
b. Residuals stabilization: PSRP:
RFRP:
Other:
c. Landfill :
d. Other disposal/utilization scheme (specify) : Septage is
periodically removed by a septage hauler (A. L. Lawder,
Inc. ) and transported to a municipal wastewater treatment
plant for final disposal.
3 . Treatment plant classification (attach completed rating
sheet) : Single family dwelling, no rating
4 . SIC Code(s) : 9999
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) ?
N/A
2 . Special monitoring or limitations (including toxicity)
requests : N/A
3 . Important SOC, JOC or Compliance Schedule dates : (please
indicate) N/A
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4 . Alternative Analysis Evaluation: Has the facility evaluated
NPDES Permit Staff Report
Version 10/92
Page 3

all of the non-discharge options available. Please provide
regional perspective for each option evaluated.
Spray Irrigation: Insufficient land area for a spray
irrigation system
Connection to Regional Sewer System: Area-wide system is not
available
Subsurface : Existing facility was converted from a subsurface
disposal system.
Other Disposal Options : N/A
5 . Other Special Items : N/A
PART IV - EVALUATION AND RECOMMENDATIONS
It is recommended that the NPDES discharge Permit be renewed.
44(7-711
Si natur4/ of Report Preparer
g p
Water Quality R tonal Supervisor
f 2-/277�
Date
NPDES Permit Staff Report
Version 10/92
Page 4

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,.` Mapped, edited, and published by the Geological Survey
PO� Control by USGS, NOS/NOAAand North Clina Gdetic Survey MH
\ + Caro eo E
Topography by photogrammetric methods from aerial photographs c"
taken 1977. Field checked 1978. Map edited 1981. I
Projection and 10,000-foot grid ticks: North Carolina coordinate 89 MILS 1 033'
system (Lambert conformal conic) 10 MILS
1000-meter Universal Transverse Mercator grid, zone 17
1927 North American Datum
To place on the predicted North American Datum 1983