NC0070033_Wasteload Allocation_19920403

NPDES DOCUWENT SCANNING COVER SHEET
NPDES Permit:
NC0070033
Quail Run MHP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Application
Instream Assessment
(67b)
Environmental
Assessment (EA)
Permit
History
Document Date:
April 3, 1992
This document is printed on reuse paper - ignore any
content on the reirerse side

LIST OF 100% DOMESTIC FACILITIES
WHICH ARE RENEWING WITHOUT MODIFICATION RECEIVED 7/93
Permit # Facility
Stream
Sub -basin County
Region MOD Comments
04103 DORAN YARN MILL
24309 DAYS INN OF CONCORD
26662 PRINCE 1ON WWTP, TOWN OF
33693 CHRIST SCHOOL
34932 TRYON HIGH SCHOOL
35491 E.O. YOUNG, JR. ELEM SCHOOL
35866 CHATHAM CO BOARD OF COMM.
37915 SOUTHERN NASH SENIOR HIGH SCH
38903 EAST CARTERET HIGH SCHOOL
40703 ECONO-LODGE
42030 FAITH CHRISTIAN SCHOOL
58505 MALLARDS CROSSING
58599 CLAIRMONT SHOPPING CENTER
64149 JONES DAIRY FARM UTILITIES CO
BUFFALO CREEK
AFTON RUN CREEK
LITTLE RIVER
UT ROBINSON CREEK
NORTH PACOLET RIVER
UT MILL CREEK
HAW RIVER
TOISNOT SWAMP
UT NORTH RIVER
SOUTH BUFFALO CREEK
UT DEEP RIVER
UT HODGES MILL
BRUNSWICK RIVER
AUSTIN CREEK
030805
030711
030406
040302
030806
030206
030604
030407
030504
030602
030609
030402
030617
030402
CLEVELAND MRO JMN
CABARRUS MRO MMW
JOHNSTON RRO
BUNCOMBE ARO
POLK ARO
VANCE RRO
CHATHAM RRO
NASH RRO
CARTERET
GUILFORD
RANDOLPH
WAKE
BRUNT SICK
WAKE
FK 4
JMN 4
JMN
FK School to be amended -new school Policy
JCD
FK 4
WiRO MMW Zero -flow stream Facility off-line in future.
WSRO JCD Drop instream monitoring for BOD and COD
WSRO JCD Oa
RRO FK 4
WiRO JCD Tidal - issue at 0.1 MGD only
RRO FK 4
70033 QUAIL RUN MHP
MILLER CREEK
030704 DAVIDSON WSRO MMW
74802 HIGHLANDS TOWNE & GOLF CLUB
75663 LEONARD APARTMENTS
SHORTOFF CREEK
UT TINKERS CREEK
KEYS TO COMMENTS:
0a. No policy given. Alternatives analysis should be required.
Ob. Facility must meet 5 & 1 (by date given in parenthesis).
0c. Alternatives analysis requested
Od. Alternatives analysis submitted.
0e. Facility will connect to POTW.
1. Phased permit.
2. Documented instream water quality problems.
3. Facility is requesting modification.
4. WLA should be done per basinwide permitting schedule.
040402 JACKSON ARO FK Not Built
030707 DAVIDSON WSRO MMW Has 5&2 limits? No zero policy needed if so.

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0070033
PERMITTEE NAME: Fred P. Cox
FACILITY NAME: Quail Run Mobile Home Park
Facility Status: Existing
Permit Status: Renewal
Major
Pipe No.: 001
Minor '1
Design Capacity: 0.0170 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow):
Comments:
RECEIVING STREAM:Miner Creek
Class: C
Sub -Basin: 03-07-04
Reference USGS Quad: D17NE
County: Davidson
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 9/30/92 Treatment Plant Class: 1
Classification changes within three miles:
No change within three miles.
(please attach)
Requested by: Mack Wiggins Date: 2/13/92
Prepared by: Date: 3/
Reviewed by: °ALL c tee Date: L� Q l 2^
3o D -i '/VA (qw)
Modeler
Date Rec.
#
sky,'
L, k4l 9'2-
(0'16 Z
Drainage Area (mi2 ) 1. 4- Avg. Streamflow (cfs): 1.4-
7Q10 (cfs) p . Z. Winter 7Q10 (cfs) 0. 4- 30Q2 (cfs) o.5
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters P.O., FeCAL cot- I, To�MP CoNPwmrmVtTy
Upstream
Downstream
Y
Location Al- L, Asr too uPsrRc-ok-n.,
Location kr tea sr 300 wAlsrizEAM
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
3o
3o
NH3-N (mg/1)
IS. S
D.O. (mg/1)
TSS (mg/1)
-30
-30
F. Col. (/100 ml)
Zoo
Zoo
pH(SU)
(,cl
G_`?
ED
, 1
Comments: N %AI - t.) unxrr WAS CuosFN i'J
-10Y ((TN j r1 si9J c�
Liu of
A•T.

N6007oo3 s
Qu/)fi N M//
M0uk2 Otaz.
Qtr� - o. of7(
1 Ace
c1/2zE,vf
LIMOS e0Jy
/
J :7
3.''
(p6 LPL J J) , 72) 0
..Ma1/7y cafxcJ1 LI4,/7
Nu - (4/3(.6) - 6. 9 AIL (su,�.)
Zo 1/,L CWf N)
�Ff8(C-'Wrtnl 4113 t(N(+ pig- T)ti 7tC7/AiC, lz
0
74z
76Z
0F0721
s9-W
6tr4kTI CD.
(NAIL- 440h 14-IP
lr F ®. 01'7 MAP
o zi i s--z5-3 187
Ph: ot:
lose P,t2 4
V®w s 4'd
‘14cars
6545

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Quail Run MHP
NC0070033
Domestic - 100%
Existing
Renewal
Miller Creek
C
030704
Davidson
WSRO
M. Wiggins
2/13/92
D17NE
Request #
RECEIVED NP
N.C. Dept. of
MAR 2 1992
Winston-Salem
6762 Regional Office
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
1.4
0.2
0.4
1.4
0.5
11.62
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Quail Run MHP is meeting its current limits. No instream monitoring is required currently.
ry Skok l.P 140 E. Ng - N /Tx C i c,e .
Special Schedule Requirements and additional comments from Reviewers:
�ti� Ntiw ,%% m 'N \ tz,\ 4.\c>;\ 99.a : Shoe.\8,
Recommended by: 4(:w.
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineering:
0/t-01c at/lA01-
Date:T/(7e..
Date: l6 4 -
Date: 3-.21- -S 2—
Date: 3151F2'
RETURN TO TECHNICAL SERVICES BY: APR 8 1992
CD

2
Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Co1. (/100 ml):
pH (SU):
Residual Chlorine (14/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1): +r
DO (mg/1):
TSS (mg/1):
Fecal Co1. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TT' (mg/1):
TN (mg/1):
Limits Changes Due To:
New regulations/standards/procedures
New facility information
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter
0.017 0.017
30 30
30
1000
6-9
30
1000
6-9
Monthly Average
Summer Winter
0.017 0.017
30 30
b•c1 ZS.5
30 30
200 200
6-9 6-9
WQ or EL
+$ FAcu,ITy Suovi t-D "LAVE C4lot tE
6GrW6EN tJ -N uM)T of ‘.9 /Z5.0
ott quAarcavy To x tc t7Y TAT, N4 AlT
12'7o. Ra4ton4 Sitout,D tNFo1M&
1s13 of PALtt (TYs CitisiCE.
Parameter(s) Affected
Fecal conform • thi 4 `Vlbx
egotce
)( Parameter(s) are water quality limited For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
_ _ No parameters are water quality limited, but this discharge may affect future allocations.

3
INSTREAM MONITORING REQUIREMENTS
Upstream Location: at least 100 ft upstream
Downstream Location: at least 300 ft downstream
Parameters: temperature, DO, Fecal coliform, conductivity
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility derpdnstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes V No }}
If no, which parameters can
not be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) _N_ (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? _N (Y or N) If yes, explain with attachments.