NCG550244_Staff Report_19890523

•
Ivor [L„to�A As IQ M;T T. --eAR$ou
cc: Tech. Services (Marcia Toler-McCulien)
Permits and Engineering
• County Health Dept.
Central Files
7WSRO
Date May 23, 1989
NPDES STAFF REPORT AND RECOMMENDATIONS
County Alamance
NPDES Permit No. NC 0057339
�CGS�
PART I - GENERAL INFORMATION
� � -O(o - Z
1. Facility and Address:
Joey Lynn Cook Residence Route 3, Box 87-B ALAN A)Ct;
Graham, N.C. 27253
2. Date of Investigation: May 22, 1989
3. Report Prepared by: Cynthia L. Myers, Environmental
Technician
4. Persons Contacted and Telephone Number:
Mr. Joey L. Cook, (919) 228-0833
p
5. Directions to Site:
From WSRO take I-40 East to Greensboro; take I-85 North
to Highway 87 South of Graham; travel South to S.R.
2242 (Herronwood Subdivision) ; make a left turn and
continue to the first road on the right; turn right and
the Cook Residence is the second lot on the right.
6. Discharge Point - Latitude: 36o 00' 47"-
Longitude: 79° 23 ' 03"
Attach a USGS Map Extract and indicated treatment plant site
and discharge point on map.
USGS Quad No. C21SW or USGS Quad Name Burlington
7. Size (land available for expansion and upgrading) :
1. 354 acres. There is adequate space for expansion and
upgrading.
8. Topography (relationship to flood plain included) :
The land sloped 10-15% toward the 'road and 10-15%
toward the UT to Big Alamance Creek which runs adjacent
to the left side of the Cook residence.'
9. Location of nearest dwelling:
The nearest dwelling is within 1000 feet on t e
side of the Cook residence. r r

10. Receiving stream or affected surface waters: UT to Big
Alamance Creek
• a. Classification: C
b. River Basin and Subbasin No. : 03-06-03, Cape Fear
c. Describe receiving stream features and pertinent
downstream uses: The receiving stream has a rock
bed with a fairly good flow. Downstream uses would
be rural/agricultural.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100% Domestic
% Industrial
a. Volume of Wastewater: 300 MGD
b. Types and quantities of industrial wastewater:
N/A
c. Prevalent toxic constituents in wastewater:
N/A
d. Pretreatment Program (POTWs only) N/A
in development approved
should be required not needed
2. Production rates (industrial discharges only) in pounds
N/A
a. highest month in the last 12 months
b. highest year in last 5 years
3. Description of industrial process (for industries only) and
applicable CFR Part and Subpart:
N/A
4. Type of treatment (specify whether proposed or existing) :
Existing septic tank, sub-surface sand filter,
following by another sub-surface sand filter,
chlorination, a contact tank and step aeration.
5. Sludge handling and disposal scheme:
When it become necessary sludge will be pumped from
the septic tank by a licensed septic tank contractor
and taken to the nearest municipal WWTP for disposal.
6. Treatment plant classification: N/A

PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only) ? No
2. Special monitoring requests: N/A
3 . Additional effluent limits requests: N/A
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
The system was discharging at the time of my visit.
The effluent was clear. No odor was noticeable. No solids
were in the creek. The system appears to be operating well.
Chlorine tablets were in the chlorinator tubes. WSRO
recommends this permit be reissued.
4
Signature of report preparer
Water Quality Supervisor

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ROAD CLASSIFICATION
I MILE
Primary highway, Light-duty road. hard or
5000 6000 7000 FEET hard surface_ _. improved surface
E i 1
I KILOMETER Secondary highway, •