NCG550286_Other Agency Documents_19881122

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ROUTE to Technical Support Group and Permits & Engineering '.:nit
-. (Enclose copy of USGS topographical map showing location of discharge :. )

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cc : Permits and Engineering
Technical Support Branch
County Health Dept.
Central Files
WSRO
SOC PRIORITY PROJECT: Yes No 1/
If Yes , SOC No.
To: Permits and Engineering Unit
JUN 21 1cc:; Water Quality Section
Attention: Mack Wiggins
TECHfili;FIL SUI ORT BRANCH Date: June 17 , 1993
6: . i}r
NPDES STAFF REPORT AND RECOMMENDATION
County Rockingham
Permit No. -NCO059455
N l 1T s s o z ace,
PART I - GENERAL INFORMATION
1 . Facility and Address : Mr. Lewis C. Nichols
290 Chandler Mill Road
Pelham, NC 27311
2 . Date of Investigation: June 15 , 1993
3 . Report Prepared by: W. Corey Basinger
4 . Persons Contacted and Telephone Number: Ms . Lewis C. Nichols
(919 ) 939-7520
5 . Directions to Site: From WSRO take US 158 E to Reidsville,
then take US 29 N to SR 1914 (Oregon Hill Rd. ) ; make a left
and travel to the intersection of Hwy 700 ; make a right and
travel to SR 1900 (Chandler Mill Rd. ) ; make a right a
continue for approx. one mile. The residence is located on
the right side of the road adjacent to Wolf Island Creek.
6 . Discharge Point (s) , List for all discharge points :
Latitude: 36° 31 ' 03" Longitude: 79° 31 ' 31"
U. S . G. S . Quad No. A20SE U. S .G. S . Quad Name Brosville VA-NC
7 . Site size and expansion area consistent with application?
Yes No If No, explain:
8 . Topography (relationship to flood plain included) : Steep
topography, site is well above floodplain.

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NPDES Permit Staff Report
n
9 . Location of nearest dwelling: Adjacent home , owned by
Walter McDaniels , is located 300 feet away.
10 . Receiving stream or affected surface waters : U.T. Wolf
Island Creek.
a. Classification C
b. River Basin and Subbasin No. : Roanoke 03-02-03
c . Describe receiving stream features and pertinent
downstream uses : Small stream flows into Wolf Island
Creek about 750 feet downstream into a mostly
residential and agricultural area.
Part II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a. Volume of Wastewater to be permitted: . 00045 MGD
(Ultimate Design. Capacity)
b. What is the current permitted capacity of the Waste
Water Treatment facility? . 00045 MGD
c . Actual treatment capacity of the current facility
(current design capacity) ? . 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 ; Septic tank, subsurface sandfilter
(probably 6 ' x 66 ' ) , tablet chlorinator, and common
outfall line with NC0059463 .
f . Please provide a description of proposed wastewater
treatment facilities . N/A
g. Possible toxic impacts to surface waters : N/A
h. Pretreatment Program (POTWs only) : N/A
utilization/disposal 2 . Residuals handling and scheme:
a. If residuals are being land applied, please specify DEM
Permit No.
1 Residua s Contractor

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NPDES Permit Staff Report
Telephone No.
b. Residuals stabilization: PSRP PFRP
Other
c. Landfill:
d. Other disposal/utilization scheme (Specify) : Pumped
septage hauled to treatment facility.
3 . Treatment plant classification (attach completed rating
sheet) . N/A, SFR
4 . SIC Code (s) : 4952
Primary 04 Secondary
Main Treatment Unit Code: 4 4 0 x 7
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
4 . Alternative Analysis Evaluation: Has the facility evaluated
all of the non-discharge options available. Please provide
regional perspective for each option evaluated. N/A
Spray Irrigation: Not enough land
Connection to Regional Sewer System: Not available
Subsurface: Likely unsuitable soils
Other disposal options :

NPDES Permit Staff Report
5 . Other Special Items : N/A
PART IV - EVALUATION AND RECOMMENDATIONS
This application is for renewal of a single family residence
sandfilter permit. The site investigation, performed on June 15 ,
1993 , determined that the outfall was to an unnamed tributary of
Wolf Island Creek, with a drainage area of . 17 square miles and
an estimated 7Q10 of 0 . 0 cfs . The existing Effluent Limitations
and Monitoring Requirements page is attached, which includes a
Fecal Coliform limit. Compliance with this limit is attainable ,
since a tablet chlorinator currently exists at the facility.
This office does not object to the reissuance of this permit.
.�'. 17 / q g.3
Environmental Enginee I Date
./.' 1//l':: :- ,"I--:'""4----—-------/c - 62 - / R - (1_5
Water Quality Regional Supervisor Date

A. (_). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final NPDES No. NC0059455
During the period beginning on the effective date of the Permit and lasting until expiration, the
Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Lbs/day Other Units (Specify) Measurement Sample *Sample
Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Location
Flow 450 GPD
BOB, 5Day, Degre^_s C 30. 0 mg/1 45 .0 mg/1
Total Suspended Residue 30. 0 mg/1 45. 0 mg/1
NH3 as N
Dissolved Oxygen (mimimum) 6. 0 mg/1 6.0 mg/1
Fecal Coliform (geometric mean) 1000.0/100 ml 2000. /100 ml
Total Residual Chlorine
Temperature
The chlorinator shall be inspected weekly to ensure there is an ample supply of chlorine
tablets for continuous disinfection of the effluent.
The pH shall not be less than 6.0 standard units nor greater than 9. 0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
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