NC0046302_Wasteload Allocation_19841001

NPDES WASTE LOAD ALLOCATION
Eri ineer
Date Rec.
—r
- 3-7
9
Facility Name:
Existing a
Proposed O
Permit N�%30% o.: OC� Pipe No.: LO i County:
Design Capacity (MGD): (7J) Industrial (%of Flow): Films/ Lac i'n.5� Ibmestic
Date
DC
(%of Flow):
Receiving Stream: 117 fe XaJ0 jeV- Class: Sub -Basin: -)
4 Li 4t
Reference USGS Quad: -3 (q Nv� (Please attach) Requestor: -,;2 Regional Office /rlS et7
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design 'temp.:
Drainage Area (mi2):
7Q10 (cfs) Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
Avg. Streamflow (cfs):
30Q2 (cfs)
Slope (fpm)
Velocity (fps): Kl (base e, per day): K2 (base e. Der day):
L-8Y
--Effluent
Characteristics
I
I
Original Allocation
O
Comments:
Refer : Basinwide / Streamline WL.A File
Revised Allocation
O
Completed By Permits & Engineering
I
Confirmation
O
At Front Of Subbasin
Prepared By:4_L�_
Reviewed By:
Comments
Date: ( "<,7✓

FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0 CFS
DRAINAGE AREA
REQUEST NO. : 1237
WASTEL.OAD AI_I-OCATTON APPROVAL FORM
MAYODE.N WTP
FILTER BACKWASH
ROCKINGHAM
WINSTON-SALEM
W7010
SO.MI.
RFOUFSTOR : HEL_EN FOWLER
SUBBASIN : 030202
CFS 3002 : CFS
STREAM CLASS :AII
RECOMMENDED EFFLUENT I..IMITS
WASTEFLOW(S)
(MGD)
:
0.03
BOD 5
( MG/I._)
:
NR
NH3•-N
(MG/L)
:
NR
D.O.
(MG/I_)
NR
PH
(SU)
:
6-5.5
FECAL COLIFORM
(/100ML):
NR
TSS
(MG/L)
.
30
SETTLEABLE SOLIDS: 0.1 ML./L
TURBIDITY: THE DISCHARGE SHALL
NOT CAUSE THE TURBIDITY OF F(TTE
RFr.,FT.VING STREAM TO EXCEED
50 NTU.
R i 71
FACILITY IS : PROPOSED ( ) EXISTING ( ) NEW ( j
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVTOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISORYMODEL.T.NG GROUT'
REGIONAL SUPERVISOR
PERMITS MANAGER
-__.._%____..._._____. ......
DATE
D A T F
DATE :PLL_4I

cc: Technical Support Branch
Permits and Engineering
County Health Dept.
Central Files
WSRO
Date May 30, 1991
NPDES STAFF REPORT AND RECOMMENDATIONS
County Rockingham
NPDES Permit No. 0046302
PART I - GENERAL INFORMATION
.14P�
1. Facility and Address:
Pa odan WT498 `���'`i 1991
Mayodan, N.C. 27027
Attn: John Carlton "''` ."'PORT BRAtdr,y
2. Date of Investigation: May 29, 1991
3. Report Prepared by: Ron Linville
4. Persons Contacted and Telephone Number:
Hubert Baughan 919-427-3339
5. Directions to Site:
220N (Business) left on Main St., Rt. on 7th Ave.
Rt. Rouch St. Plant at end.
6. Discharge Point - Latitude: 360 25' 18"
Longitude: 790 58' 03"
Attach a USGS Map Extract and indicated treatment
plant site and discharge point on map.
USGS Quad No. B19NW or USGS Quad Name Mayodan
7. Size (land available for expansion and upgrading):
15+ Acre Site
8. Topography (relationship to flood plain included):
Lagoons elevated above receiving stream.
9. Location of nearest dwelling: Approximately 750'

10. Receiving stream or affected surface waters: UT
to Mayo River
a. Classification: WS-III
b. River Basin and Subbasin No.: Roanoke
03-02-02
C. Describe receiving stream features and
pertinent downstream uses: Low flow stream
enters Mayo River approximately 900' from
discharge (below City intake)
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: % Domestic
100% Industrial (Filter
backwash)
a. Volume of Wastewater: .03 MGD NOL (Design
Capacity)
b. Types and quantities of industrial wastewater:
Occasional trickle of a discharge if any from
backwashing of filters.
c. Prevalent toxic constituents in wastewater:
Unknown
d. Pretreatment Program (POTWs only): N/A
in development approved
should be required not needed X
2. Production rates (industrial discharges only) in
pounds per day:
a. highest month in the last 12 months
lbs/day
b. highest year in last 5 years
lbs/day
.875 mgd of drinking water produced in 1990
3. Description of industrial process (for industries
only) and applicable CFR Part and Subpart:
4. Type of treatment (specify whether proposed or
existing):
Two (2) Existing 70' x 50' x 80' settling lagoons.
(Used alternately).

5. Sludge handling and disposal scheme:
Settled material to be hauled to Landfill for the
first time since the WTP was built 11 years ago.
6. Treatment plant classification: I
7. SIC Code(s) 4941
Wastewater Code(s) 21
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with
Construction Grants Funds (municipals only)? N/A
2. Special monitoring requests: N/A
3. Additional effluent limits requests: N/A
4. Other: WTP produces 14,300 gpd of backwash to the
lagoons.
PART IV - EVALUATION AND RECOMMENDATIONS
The lagoons appear to be working very well. Very
little (if any) discharge occurs. One lagoon is to be
cleaned of sediment shortly which will increase
capacity significantly. Sediment will be landfilled.
WSRO recommends renewal of the permit.
S''gnature of report preparer
Water Quality Supervisor /

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Mapped, edited, and published by the Geolog Q ,r
5� Control by USGS and USC&GS � 04• 36 oZ J
Topography by photogrammetric methods from aerial o t� 0 �� �r
taken 1971. Field checked 1971
Projection and 10,000-foot grid ticks:. North Carolini
coordinate system (Lambert conformal conic) 71 MILI 1 0•381
1000•meter Universal Transverse Mercator grid ticks, i i MILS
zone 17, shown in blue. 1927 North American datum
Fine red dashed lines indicate selected fence and field lines where