NCG550112_Wasteload Allocation_19850403

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Oars l A,,6r.f=. -tv 4e4 11/4I, Pr ,► S°gFRIWSTELOAD ALLOCATION
T. acktc.Psa4- (_ ' 6 S) -D 6 2
70 Date : L. 3-Ds
�. L. 10,C/6. - (# Sd) -O6 - `2 8 6
Faci i i ty Name T 0 Tusrrht(It 5q 01,-41dee, rm . t : NGGrSSO//Z
Receiving Stream : ai9A.V /?/(/ ' 7'7/ Cass ' C Sub - 6asn : 4302Q5
(.474. 1) Regg ; c n a I Ott i c e : Lt/Sf d
Reference USGS Quad :
/9 /V4F Ex : st ing : V Proposed : f''''' Xige
e O 4 7
Elena *, cr. : SCO Drainage Area :
Hydre : og Group : E (80'f /r ?,/ Desior Temperature
Slope : . V/,J/: sto.a _ Commen . s .
if.
rim 5 ,4404.675 Lii 0.4,/
S `D 67 5 Cl /i'9 /#+-��L , - /Y-
s �0 0.3 /1 To /. 1,0.0fc6.4, S wiry
9vo Sed.6� _ /03 fT/0 7
,_COMMENDED EFFLUENT LIMITS
pLOTTED
Was , efiow ( 12c /350 (VA!)
NH3-N irng/ I ; .
D . C . (rr,' ; :
pH I ) : ii
Feca ; Coi , . / lComl ) : /000
TSS (mg / i ) : 3 0
RECOMMENDED BY : Date :
:::
:: neer
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Regional Supervisor _• Date :
ROUTE : o Tec'inicai Su ::pc Group and Permits & Engineering Unit
( Enclose copy of USGS : o:lo., rar, riical map showing Iocation • ot discharger )

DIVISION OF ENVIRONMENTAL MANAGEMENT
• WATER QUALITY SECTION
MEMO TO: W. Lee Fleming, Chief
Water Quality Section
FROM: Steve Mauney
Regional Engineer
SUBJECT: Dickersons Inquiry (& Staff Report)
Rockingham County
April 3, 1985
The writer has visited this site and recalculated the effluent limits.
A copy of the previous staff report is attached and except for the dual sand
filter there are no changes.
FLOW .00045 MGD DO 6 mg/1
BOD 15 mg/1 PH 6 - 8.5
TSS 30 mg/1 FC 1000/100m1
NH3 4 mg/1
An NPDES Permit with secondary limits was issued 12/8/78 for this lot (#68) -
and two others (#59 and #80) . All three homes had some septic tank problems in
1978 and lot #68 has at least 1000 sq. ft. of nitrification field disposal area.
Neither the Dickersons nor have the Prices (lot #80) installed a sand filter.
The letter of 1/18/83 notifying the former owner, Joel T. Campbell of the 6/3/83
permit expiration was not answered. As indicated by Mrs. Dickerson there had
been a dry spell when they bought this house in August of 1983. The date of their
Offer to Purchase and Contract is July 12, 1983. It is apparent from the letter
that no sewer problems were evident to the Dickersons until at least April 1984.
As Mrs. Dickerson says, this is a health hazard and they apparently need to solve
this problem to allow the house to be sold. It is suggested that we supply the
Dickersons with a set of standard filter plans so they or their septic tank contractor
will only have to supply the lay-out of the system. The Dickersons will only need
to send the lay-out sketch, $25.00 permit processing fee and an application as
requested 11/26/85 by the writer.
MSM/adp
cc: Authur Mouberry
WS RO

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cc: Technical Support Branch
Permits and Engineering
Rockingham Co. Health Dept.
Water Quality-Central Files
WSRO
DATE: August 24, 1992
NPDES STAFF REPORT AND RECOMMENDATIONS
Rockingham County
NPDES No. NC0044296
PART I - GENERAL INFORMATION
1. Facility and Address: RECEIVED
Mr. Edward Staples
Rt. 1, Box 441-30 AUG 2 7 1992
Stoneville, N.C. 27048
TECHNICAL SUPPORT BRANCH
2. Date of Investigation: August 4, 1992
3. Report Prepared By: Ron Linville
4. Persons Contacted and Telephone Number:
Mr. Edward Staples [phone] (H)
349-6261 (W)
5. Directions to Site: From 220N take 135E towards Eden. Rt. on
Parkwood (SR2241), Lt. Woodlawn. House on Rt. across from
Fielddale Rd.
6. Discharge Point- Latitude: 36° 27' 55"
Longitude: 79° 48' 40"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: B19NE and USGS Quad Name: SW Eden
7. Size (land available of expansion and upgrading):
Limited: but, adequate.
8. Topography (relationship to flood plain included): Not in flood
plain.

9. Location of nearest dwelling: Next-door residences.
10. Receiving stream or affected surface waters: UT Dan River
a. Classification: WS-III
b. River Basin and Subbasin No.: ROA 03-02-03
c. Describe receiving stream features and pertinent
downstream uses: Discharge goes to wet season
ditch/stream in rear of residence. Flow would go
eastward behind residential area then thru agricultural
lands.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100 % Domestic
% Industrial
a. Volume of Wastewater: 0.00045 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:
b. highest year in the last 5 years:
3. Description of industrial process (for industries only) and
applicable CFR Part and Subpart:
4. Type of treatment (specify whether proposed or existing):
Existing: 1000 gal. ST, 391 sq. ft. subsurface sandfilter, tablet
chlorinator.

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: Chlorine usage reports. White
Styrofoam squares and gravel had been placed in the
chlorinator. The owner stated that he had been placing
chlorine sticks in the tubes: however, he could not produce any
chlorine or a container for same. Owner was advised of
requirement to disinfect effluent and to pump ST. The owner
was also informed that he would have to remove white pine
trimmings from the end of the effluent pipe so that it could be
inspected in the future.
3. Additional effluent limits requests
:
4. Other: This is a newly acquired residence. An
information package on O&M would be beneficial if sent
with the permit.
PART IV - EVALUATION AND RECOMMENDATIONS
WSRO recommends the permit be renewed.
Signature of Report Preparer
Water Quality Su ervisor
Date

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A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
Permit No. NC0044296
During the period beginning on the effective date of theime r st and d and monitored lasting
until
expirb the anon,penni the as specified buthw to discharge from
outfall(s) serial number 001. Such discharges shall be t
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Discharge Limitations Monitoring Reauirements
Fttluent Characteristics Units (specitvl Measureenent Ala •Samel,
Monthly Avg. Weekly Avg. F
reauency lice Locatloi
AD
Flow 450 C
BOD, 5 day, 20°C 15.0 mg/I 22.5 mg/I
Total Suspended Residue 30.0 m g/I 45.0 m g/I
! 4.0 mg/I 6.0 mg/I
NH3asN
Dissolved Oxygen (minimum)
6.0 mg/l 6.0 mg/I
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml
i i Total Residual Chlorine
i Temperature
Ii
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.
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There shall be no discharge of floating solids or visible foam in other than trace amounts.
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Engineer Date Rec. # %,
NPDES WASTE LOAD ALLOCATION OA I -a5 c,, . .
a Facility Name: Jed _IJ. / gig w/e/l Ue;?e- Date: •
0 Existing
v Permit No. : COO 1� G Pipe No. : 0 0 / County: 4;c4i4h•- •C> Proposed � / ,� ,
y' Design Capacity (MGD) : �. O D 1�Industrial (% of Flow) : Domestic (% of Flow) : ! 0 0 70
C
Receiving Stream: uT 14b' £✓e.4_ Class: <1 Sub-Basin: 03-0?'O3
ev
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Reference USGS Quad: 16 Lek t3C=
(Please attach) Requestor: ✓e AVA R1 Office ALE
GA
- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : a t;sV Drainage Area: �iMrr Z Avg. Streamflow:, . I �S
7Q10:, f Winter 7Q10: ° '0 �,w�6 _30Q2: _ tr.)•0 cf s
°' .2oO.a -f IncA .� Location of D.O.minimum (miles below outfall) : Slope: - • .
E Velocity (fps) : _ Q.j K1 (base e, per day, 20°C) : K2 (base e, per day, 20°C) :
0
c.,
0
H Effluent Monthly Effluent Monthly
d Characteristics Average Comments Characteristics Average Comments
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Original Allocation
Revised Allocation 1 1 Date(s) of Revision(s)
C firmation
lJ (Please attach previous allocation)
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.'r Prepared By: Reviewed By: gi.„„... a./,,,,,,,...„44,._ Date: /23/S
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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
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REQUEST NO , 629 1
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WASTELOAD ALLOCATION APPROVAL FORM
FACILITY NAME TED TURNER SFR
TYPE OF WASTE i DOMESTIC
COUNTY ROCKINGHAM
REGIONAL OFFICE WINSTON-SALEh REQUESTOR ? DAVE ADKIN,.i
RECEIVING STREAM | UT DAN RIVER SUBBASIN | 030I03
7010 | 0 ^0 CFS W7Q10 i O ^ O CFS 3002 1 0 ^0 CFS
DRAINAGE AREA 0 ^ 09 SQ , MI , STREAM CLASS iC
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW ( S ) ( MGD ) : , 00045
BOD-5 ( MG/L ) 1 15
NH3-N ( MG/L) 4
D . O . ( MG/L) t 6
PH ( SU) 6-8 ^ 5
FECAL COLIFORM ( /100ML ) i 1000
TSS ( MG/L ) 30
�
� FACILITY IS 1 PROPOSED ( ) EXISTING ( ~/ ) NEW� ( ��)~
LIMITS ARE � REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
�
REVIEWED AND RECOMMENDED BY :
�
MODELER E � le)
SUPERVISOR ,MODELING GROUP --DATE
REGIONAL SUPERVISOR �8 -----DATE � --
PERMITS MANAGER � - [VATE � �---
APPROVED BY �
DIVISION DIRECTOR ....... ATE ! Q ... .—
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