NCG550287_Staff Report_19881122

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APPROVED BY :
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ROUTE to Technical Support Group and Permits & Engineering '.;n : t
- (Enclose copy of USGS topographical map showing locat ; on of d ; 5 charge )

SOC PRIORITY PROJECT: Yes No X
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Mack Wiggins 6{�p�
cc. Rockingham Co. Health Dept. '
Water Quality-Central Files
8
Technical Support 1993
W S R 0 ECNn�;,�� SUPPORT RANCH
DATE: July 1 . 1993
NPDES STAFF REPORT AND RECOMMENDATIONS
Walter R. McDaniel SFR
Rockingham County
NPDES No. NC00059463
PART I - GENERAL INFORMATION
1 . Facility and Address:
Walter R. McDaniel
292 Chandler Mill Rd.
Pelham, NC 27311
2. Date of Investigation: July 1 , 1993
3. Report Prepared By: Ron Linville
4. Persons Contacted and Telephone Number:
Mr. Walter Mc Daniel [phone] (H)
[phone] (W)
5. Directions to Site: From Eden take Hwy 700E through
Mayfield. Turn Rt. on Chandler Mill Rd. House on the Rt. before
Wolf Island Creek.
6. Discharge Point-Latitude: 36° 31 ' 03" Longitude: 79° 31 ' 31 "
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: A20SE and USGS Quad Name: Brosville

7. Size and expansion area consistent with application?
X Yes No If no, explain:
8. Topography (relationship to flood plain included): Not in
floodplain.
9. Location of nearest dwelling: Nextdoor neighbor shares
wastewater discharge pipe, but has a separate sandfilter
system.
10. Receiving stream or affected surface waters: UT Wolf Island
Creek
a. Cl assi fication: C
b. River Basin and Subb asi n No.: ROA 03-02-03
c. Describe receiving stream features and pertinent
downstream uses: Wooded and swampy.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a. Volume of Wastewater to be permitted: 0.0006 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the
Wastewater Treatment facility? Same
c. Actual treatment capacity of the current facility
(current design capacity)? Same
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years: NA
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: Existing
1000 ST, subsurface sandfil ter, tablet chlorinator and
approx. 750' outf al l line.
f. Please provide a description of the proposed wastewater
treatment facilities:
g. Possible toxic impacts to surface waters:
Residual chlorine.

h. Pretreatment Program (POTWs only)
in development approved
should be required XXX not needed
2. Residuals handling and utilization/disposal scheme:
Pumped and hauled to POTW as needed.
a. If residuals are being land applied, please specify
DEM Permit No. NA @ present.
Residuals Contractor
Telephone No.
b. Residuals stabilization: PSRP _ PFRP _ Other _
Unknown X
c. Landfi 11:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating
sheet): SFR
4. SIC Code(s): 4952 Primary 04 Secondary
MTU Code: 440 7
PART III - OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction Grants
Funds or are any public monies involved. (municipals only)?
NA
2. Special monitoring or limitations (including toxicity)
requests:
3. Important SOC, JOC or Compliance Schedule dates: Please
indicate)

4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non discharge options available? Please provide
regional perspective for each option evaluated.
Spray Irrigation: Unknown (steep slopes).
Connection to Regional Sewer System: Not available.
Subsurface: Unknown.
Other disposal options: NA
II
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
WSRO recommends the per ' be reissued.
n t re Report Preparer
4ary. _
Water Quality Supervisor
7- 7- y3
Date

-
A. j
(1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
NPDES No. NC0059463
During the period beginning on the effective date of the Permit and last
Permittee is authorized to discharge from outfall(s) serial number(s) 001. Such dischar until ges tb
limited and monitored by the Permittee as specified below: b�
, Effluent Characteristics
Discharge Limitations Monitori
ng Requirements
Lbs/day Other Units (Specify)
Monthly Av Frequency Measurement Sample *Sample
Monthly Avg. Weekly Avg.
I
Flow — g. Weekly Av
Te Location
BCD, 5DAy, 20 Degrees C 450 GPD
i Total Suspended Residue 30. 0 mg/1 45.0 mg/1
N113 as N 30.0 mg/1 45.0 mg/1
Dissolved Oxygen (minimum)
6.0 mg/1 6.0 mg/1
Fecal Coliform (geometric mean)
Total Residual Chlorine 1000.0/100 ml 2000.0/100 ml
Temperature
1
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.
I
There shall be no discharge of floati
ng solids or visible foam in other than trace amounts.
141

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