NC0080071_staff report_19940216

SOC PRIORITY PROJECT:
If Yes, SOC No._
Yes_No�/
To: Permits and Engineering Unit
Water Quality Section
Attention: (Susan Robson)
Date:February 16, 1994
NPDES STAFF REPORT AND RECOMMENDATI©N-, ,
County:Craven
Permit No. NCO080071
PART I - GE MAL INFORMATION
1. Facility and Address:
Town of Vanceboro Water Treatment Plant
P.O. box 306
Vanceboro, NC 28586
2.
Date of
Investigation:
February 14, 1994
3.
Report
Prepared by: R.
Tankard
4. Persons Contacted and Telephone Number:
Carol Ipock (Town Clerk): [phone]
Vernon Edwards (ORC): [phone]
a3-04-0�
5. Directions to Site: From US 17 Business in Vanceboro turn
north onto Farm Life Avenue, and go approximately 0.4 miles;
treatment plant is on right (east side of Farm Life Avenue)
after crossing railroad tracks.
6. Discharge Point(s), List for all discharge points:
Latitude:350 18' 13" N Longitude:770 08' 52" W
U.S.G.S. Quad Name Vanceboro, NC
7. Site size and expansion area consistent with application ?
Yes, total site is approximately 2 acre; approx. 0.5 acres is
available for expansion.
8. Topography (relationship to flood plain included):
Flat; elevation of site is approx. 26 feet above MSL; site is
above the flood plain of Mauls Swamp.
VCILUTTED

9. Location of nearest dwelling:
Approx. 100 yards from discharge (across Farm Life Avenue,
northwest of the discharge); another house is approx. 50 yards
north of the plant.
10. Receiving stream or affected surface waters:
Discharge is into a 2-foot wide man-made drainage ditch
tributary to Mauls Swamp (a tributary to Swift Creek)
a. Classification: C Sw NSW
b. River Basin and Subbasin No.: 03-04-09
C. Describe receiving stream features and pertinent
downstream uses: 2-feet wide ditch is a usually
dry ditch used for drainage. Mauls Swamp is used
for drainage, supports fish propagation, and
provides habitat for other wildlife.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: 0.010 M G D
(Ultimate Design Capacity)
NOTE: Regeneration/backwash cycle once for every 146,000
gallons of drinking water produced; average daily drinking
water production is 119,000 gpd; actual average daily
wastewater flow is approx. 8,000 gpd (24 regeneration/backwash
cycles per month, approx. 10,000 gallons of wastewater per
cycle)
b. What is the current permitted capacity of the Waste Water
Treatment facility? 0.010 MGD
C. Actual treatment capacity of the current facility
(current design capacity)? 0.010 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: None
f. Please provide a description of proposed wastewater
treatment facilities: None.
g. Possible toxic impacts to surface waters: None known.
h. Pretreatment Program (POTWs only): N/A
2. Residuals handling and utilization/disposal scheme: N/A
3. Treatment plant classification (attach completed rating
sheet): None

4. SIC Code(s): '4941
Wastewater Code(s):
Primary 22
Main Treatment Unit Code: 000-0
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:
3. Important SOC, JOC or Compliance Schedule dates: None
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated. Alternatives
that are present are not cost effective for this type of
wastewater discharge.
PART IV - EVALUATION AND RECOMMENDATIONS
This office recommends issuance of the permit.
Signature of report pr parer
All - ."r -5--
a e u ity Regi nal, S111p rvi or
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