NCG550183_Staff Report_20121218

cc: Permits and Engineering .msµ
Technical Support Branch
County Health Dept. JUL 0 7 199
Central Files
WSRO MCMICAL SU! PORT BRAND!
July 2, 1992
NPDES STAFF REPORT AND RECOMMENDATIONS
Alamance County
NPDES Permit No.
NCGSS'o l 83
PART I - GENERAL INFORMATION
1. Facility and Address: John Delk (Residence)
Petty Road
Burlington, NC
2. Date of Investigation: June 29, 1992
3. Report Prepared by: Janet M. Russell, Env. Technician
4. Persons Contacted and Telephone Number:
Mr. John Delk, 417 Riverside Drive, New Bern, NC 28560
HM: 919 638 -5123, WK: 919 638 -6005
5. Directions to Site: I -40 East to Burlington. Take
Highway 87 South to Moores Chapel Cemetery Road (2172),
turn left onto Moores Chapel. Go to Petty Road which
is a left turn. The Delk rental house is the second
house on the right. It is back in the trees and is
across the street from #1733.
RN
7.
8.
Discharge Point(s) - List for all discharge points
Latitude: 35° 56' 43" Longitude: 79° 19' 28"
Attach a USGS Map Extract and indicated treatment
plant site and discharge point on map.
USGS Quad No. D21NE
USGS Quad Name Saxapahaw
Size (land available for expansion and upgrading):
There is adequate space for expansion.
Topography (relationship to flood plain included):
The land is gently sloping towards the Haw River. The
treatment system is not in the flood plain.
PLOTTED

9. Location of nearest dwelling:
The nearest dwelling is more than 500' away.
10. Receiving stream or affected surface waters: Haw River
a. Classification: C NSW
b. River Basin and Subbasin No.: CPF02
C. Describe receiving stream features and pertinent
downstream uses: This discharge is located just
below the dam at Saxapahaw. There are many and
varied dischargers up and down the Haw. Eventually
the Haw drains into the Jordan Reservoir, a
drinking water supply.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100% Domestic
a. Volume of Wastewater: .0005 MGD (Design Capacity)
b. Types and quantities of industrial wastewater: N/A
C. Prevalent toxic constituents in wastewater: Ammonia
d. Pretreatment Program (POTWs only):
in development approved
should be required not needed
2. Production rates (industrial discharges only) in
pounds per day: N/A
a. highest month in the last 12 months lbs /day
b. highest year in last 5 years lbs /day
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): The system consists of a 1000 gallon septic
tank, subsurface sandfilter and a discharge.
(Nothing but the discharge could be seen).
5. Sludge handling and disposal scheme:
The septic tank should be checked and pumped out by a
licensed septage hauler as needed.

6. Treatment plant classification (attach completed rating
sheet): N/A
7. SIC Code(s): 4952
Wastewater Code(s): 04
Main Treatment Unit Code: 4 4 0 - 7
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction
Grants Funds (municipals only)? N/A
2. Special monitoring requests: None
3. Additional effluent limits requests: Fecal Coliform
(since chlorination is being requested)
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
At the time of the site inspection no part of this system
was visible. The discharge pipe had been covered over by
sediment. A small "spring- like" trickle was observable
coming out of the sediment at the discharge. The person
renting the house, Mr. Delk's stepson, said to his knowledge
the septic tank had never been pumped out. No disinfection
or chlorination exists.
The Winston -Salem Regional Office therefore makes the
following recommendations:
1. The discharge pipe should be lengthened or the sediment
removed so that a positive flow situation can be
maintained.
2. The septic tank should be checked and pumped out if it
needs it. It is suspected that it does need it.
3. Chlorination should be required. A chlorination chamber
will be needed. This will allow for disinfection and
also provide a location where samples could be collected
if so desired.
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4/1/82
03-06-04
MK

John Delk Residence

REQUEST N0. 317
* * * ** * * * * ** * * * * * ** WASTELOAD ALLOCATION APPROVAL FORM *��
Pied,norK
Regional pia
8
FACILITY NAME JOHN A DELK RESILIENCE 198?
TYPE OF WASTE DOMESTIC .h/gTER QUALirr
COUNTY : ALAMANCE
REGIONAL OFFICE : WINSTON —SALEM REOUESTOR : JIM WATSON
RECEIVING STREAM : HAW RIVER SUBBASIN
7010 : 40 CFS W7010 : CFS 3002 : CFS
DRAINAGE AREA : 1050.00 SQ.MI. STREAM CLASS :C
* * * * * * * * * * * * * * * * * * * * ** RECOMMENDED EFFLUENT LIMITS * * * * * * * * * * * * * * * * * * * * * * **
WASTEFLOW(S) (MGD) 0.0003 & 0.00045
BOD —; (MG /L) 30
NH3 —N !MG /L) : D. 0. (MG /L) —
PH (S U) : —
FECAL COLIFORM ( /100ML): —
TSS (MG /L) : 30
FACILITY IS : PROPOSER ( V) EXISTING ( 7 NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED ICY:
MODELER
HEAD :TECHNICAL SERVICES BRANCH
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED PY :
DIVISION DIRECTOR
_/----------c.— 1ATE
. 21``_`'_DATE
4 _sY _DATE
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ATE

REQUEST NO. : 317
* * * * * * * * * * * * * ** WASTELOAD ALLOCATION APPROVAL FORM��c * * * * **
anh Pied
R
°'anal Office
APB 8
FACILITY NAME : JOHN A DELK RESILIENCE 1982
TYPE OF WASTE : DOMESTIC 'V'ATFR QU,gL17y DIV
COUNTY : ALAMANCE
REGIONAL OFFICE WINSTON —SALEM REQUESTOR : JIM WATSON
RECEIVING STREAM : HAW RIVER SUBBASIN
7010 : 40 CFS W7010 : CFS -zoo-) J X_ + CFS
DRAINAGE AREA : 1050.00 SCE +MI. STREAM CLASS :C
RECOMMENDED EFFLUENT LIMITS * * * * * * * * * * * * **
WASTEFLOW(S) (MGD) : 0 +0003 & 0 +00045
BOD —; (MG /L) : 30
NH3 —N MG /L) ++
D.O. (MG /L)
PH tSU) : —
FECAL COLIFORM ( /100ML): -
-
TSS (MG /L) : 30
FACILITY IS : PROPOSED ( V) EXISTING 4 ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUER
REVIEWED AND RECOMMENDED BY:
MODELER
HEADYTECHNICAL SERVICES BRANCH
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY :
DIVISION DIRECTOR
i
--- It _ ---------- 24— ,ATE
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_fir_`= `'_DATE
_DATE
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