NCG550119_Wasteload Allocation_19930901

,
Engineer Date Rec. #
AM' C.k'p''&t-,:. �' Ce"' ''`' Po-w`T 04 a\`i3 NPDES WASTE LOAD ALLOCATION TO +o- C , ,
QQ 10
Facility Name: -Soni e 15 FP&;d PAC a (CIaudo ) Date: /°-It-83 -• F
•- NCG-55-0if '
v Existing r5g, Permit No. : .5 32:› Pipe e No. : fnR
County: 0 C i hyy i h 114,0� -.
c, Proposed r--1
21 Design Capacity f �': 7t5`D 649 Industrial (% of Flow) :
V Domestic (% of Flow) : !C� 0
4 Receiving Stream: l/ 7 fC )el A rs Creel( Class: C Sub-Basin: f) 3 - tl 2- D
c
Reference USGS Quad: -B 7,0 S tit) (Please attach) Requestor: ,i4 g Cvl Regional Office _Lf' S
°C (Guideline limitations, if applicable, are to be listed on the back of this form.) _
Design Temp. : 2 S (-'.C. Drainage Area: L, Avg. Streamflow: ,
7Q10: (2. , C ( f`7 Winter 7010: 30Q2: / /
a' Location of D.O.minnmu i (miles below outfall) : Slope: �Z/' f
{ ! '�'`' '
a-
E Velocity (fps) : K1 (base e, per day, 20°C) : K2 (base e, per day, 20°C) :
0
w
0
:4: Effluent MonthlyEffluent MonthlyAu
CharacteristicsAverageCommentsCharacteristicsAverage Comments
m.
tIO
iVeal,./(4,11( (0 ri».Tit I b ,ors-s1--i
(,-y,5(s.4.)
To / V/ d ^
Original Allocation 1 I
evised Allocation 1 l Date(s) of Revision(s)
NT (Please attach previous allocation)
�!� Confirmation r
N.
Prepared By: Reviewed By: /C,hl,j r Date: It 2 if. 5

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

cc: Technical Support Branch
Permits and Engineering
Rockingham Co. Health Dept.
Water Quality-Central Files
WSRO
DATE: April 1. 1993
NPDES STAFF REPORT AND RECOMMENDATIONS
Rockingham County
NPDES No. NC0045322
PART I - GENERAL INFORMATION
APR 1 2 Tg93
1. Facility and Address:
Claude S. Sommers, Jr.
479 Drum Rd.
Reidsville, N.C. 27320
2. Date of Investigation: November 3, 1992 0 3 - o z - 0 3
3. Report Prepared By: Ron Linville areau-
4. Persons Contacted and Telephone Number:
Mr. Sommers (919) 342-6709 (H)
349-6837 (W)
312-5445 (Mobile)
5. Directions to Site: Take NC 87S from Reidsville Lt. Drum Rd.
(SR2647). House is last block house on left before Hwy 29
Bridge.
6. Discharge Point- Latitude: 36° 20' 17"
Longitude: 79° 38' 45"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: B20SW and USGS Quad Name: Reidsville
7. Size (land available of expansion and upgrading):
Adequate.
8. Topography (relationship to flood plain included): Not in flood
plain.

♦ •
9. Location of nearest dwelling: Brick house approx. +600' from
discharge on Drum Rd..
10. Receiving stream or affected surface waters: UT Jones Creek
a. Classification: C
b. River Basin and Subbasin No.: ROA 03-02-03
c. Describe receiving stream features and pertinent
downstream uses: Rural residential.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100 % Domestic
Industrial
a. Volume of Wastewater: 0.00030 MGD
b. Types and quantities of industrial wastewater:
c. Prevalent toxic constituents in wastewater:
Residual chlorine possible.
d. Pretreatment Program (POTWs only)
in development approved
should be required not needed
2. Production rates (industrial discharges only) In pounds
a. highest month in the last 12 months:
year in the last years:
b. highest 5
3. Description of industrial process (for industries only) and
applicable CFR Part and Subpart:
4. Type of treatment (specify whether proposed or existing):
Existing: 750 gal. ST, 264 sq. ft. primary subsurface sandfilter
and 132 sq. ft. secondary sand filter, tablet chlorinator,
discharge pipe w/ step aeration.
5. Sludge handling and disposal scheme:
Pumped and hauled as needed by a licensed septage hauler.
6. Treatment Plant Classification: SFR

7. SIC Code(s) 4952
Wastewater Code(s) Primary 04 . Secondary
MTU Code 440 7
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only)?
2. Special monitoring requests:
3. Additional effluent limits requests:
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
WSRO recommends the permit be renewed. The next renewal
should require an alternatives review in the event that public
sewerage becomes available.
Signature of Report Preparer
2-7
Water Quality upervisor
Date

•
A. () . EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final NPDES No. NC0045322
4
During •theperiod beginning on the effective date of the Permit and last ' "
g ing lasting until expiration,
Permittee is authorized to discharge from outfall(s)- serial number(s) 001. Such discharges shall be Had „ .
and monitored by the Permittee as specified below:
� T
Effluent Characteristics Discharge Limitations Monitoring Requirements
Lbs/day Other Units (Specify) Measurement Sample *Sa
mple
Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Location
Flow 300 GPD
BOD, 5Day, 20 De Tees C 17 . 0 mg/1 25.5 mg/1
Total Suspended lesidue 30. 0 mg/1 45. 0 mg/1
NH3 as N 5. 0 mg/1 7.5 mg/i 44
Dissolved Oxygen (minimum) 6. 0 mg/1 6.0 mg/1
Fecal Coliform (geometric mean) 1000. 0/100 ml 2000. 0/100 ml
Residual Chlorine
Temperature
The .Chlorinator shall be inspected weekly to ensure there is an ample amount of Chlorine tablets for continl
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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