NC0070033_Wasteload Allocation_19870818

NPDES DOCUMENT :;CANNING 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:
August 18, 1987
This document is printed on reuse paper - iarnore arty
content on the re -wax -se side

PERMIT NO.:
NCOO -70D 33
NPDES WASTE LOAD ALLOCATION
FACILITY NAME• iL / . %/1A644,2-'G' `pie
Facility Status: EXISTING
(circle one)
Permit Status: RENEWAL MODIF1CA11ON UNPERWTTED
(circle one)
Minor Minor
Pipe No- 40.0/
Design Capacity (MGD)• Cn• B/7/7
Domestic (X of Flow)- /i rm
Industrial (X of Flow):
Comments -
RECEIVING STREAM: ,{%/t' deale
Class- __--
Sub-Basin• f .? t 7 ei 4. �/
Reference USGSJQuad: /7/YE (please attach)
County- l iI- 15'/i/
Regional Office: As Fa Mo fla Wa Wi
(circle sa.J
Requested By:
Prepared By -
Reviewed By:
r r
d'e<S' Date-
cF
)
Date-
Q
Date
Modeler
Date Rec. I 1 •
sD ✓
3/A5/f7 1
�/'/7;
Drainage Area (mil) j• TI Avg. Streamflow (cfs)• /.'
7Q10 (cfs) (.• Winter 7Q10 (cfs)Q _30Q2 (cfs) t-'5
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
-SD
NH3 N (mg/1)
,A (%?
D.O. (mg/1)
AiR
TSS (mg/1)
F. Col. (/100m1)
1 f-1)1)
pH (SU)
L-
1 _a
Comments•

__.......... ._.._.._..... -------------- WASTEL.OAD ALLOCATION APPROVAL FORM ---
Request No. :391 1
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
R eq ue s tc r
Date of Request
Quad
NC00 ;'0033
QUAIL RUN MOBILE
DOMESTIC
PROPOSED
MILLER CREEK:
C
030704
DAVIDSON
WS✓ :O
i''MACK WIOEMINS
7/24/87
:017NE
HOME PARK
Drainage Area
Average Flow
Summer :01.0
Winter 7Q1 r_)
30Q2
----------------- RECOMMENDED EFFLUENT L. I M I TS
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
- S �.�
Fecal c:;c 1 iform
pH
(mcjd). 0.017
(mg/1): 30
(mg 1)
(mg/1):
(mg/1): :30
(*/10ord1) : 1000
( SU) : 6""9
Upstream (Y/N) : Location:
Downstream (V/N) : Location:
-- COMMENTS
No\e •vt\ \ �`t.4 WAs�Q�oR� Qtepf�tQ
Z2Z� 1 Q1o. (See At\Ne4) •
0,1 c 41 d W AT- ` 0_ e 9uhc.vl / la u.t.4 �o-) ` 4t;
(sq mi) : 1.4
(cfs) : 1.4
(c:'ts) . 0.2
( (:::'r <:) 6.14.
( i_"i ) . 0.5
RECEIVED
N.C. Dept. NRCD-
AUG 4 1987
. ision ut
Environmental Management
Winston-Salem Reg. Office
Recommenced by
Reviewed by:
Tech. Support Supervisor Lt. m p Date �j
2.
APCl/AlG Regional Supervit o�_ .. Jam.... DatE 7
Date
Permits�: Engineering Ov/��
TO TECHNICAL SERVICES BYSEP 01 1987
`t6 % \\%Q SaMQ iNt:N %\ �5�,�.�� �.�;.�� o-s‘ 5a�a
t -L_ .... D a t e .._ J_
g 7
RETURN

SUMMER
^` QUAIL RUN MHP AND HARRIS RUN
TOGETHER AT INDEPENDENT LIMITS
Discharger
Receiving Stream
MODEL RESULTS -
: QUAIL RUN MOBILE HOME PARK
x MILLER CREEK
The End D.O. is 7.85 mg/l.
The End CBOD is 2.14 mg/l.
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach #` (mg/1) (mg /1) (mg/l) (mgd)
7-
Gegment 1 5.09 0.20 1
Reach 1 24.00 45.00 6.00 0.00050
Reach 2 | 45.00 90"00 0.00 0.01700
!
Reach 8 0.00 0.00 0.00 0.00000
|
Reach 4 0.00 0.00 0.00 0.00000

.. ► . - *** MODEL -SUMMARV DATA ***
Discharger
F3eceiving Stream
Summer 7010
QUAIL RUN MOBILE HOME F'ARKSub b as i. n n 030704
MILLER CREEK Stream Class: C
u 0..2 Winter i[l'r:.1.i0
Designs Temperature: 25.
ILENGTHI SLOPE VELOCITY I DEPTH: Kd I Kd ; Ka ; Ka 1 KM s KM I KNR { KNR }
I miles ft/mil fps ; ft :design! 320° !design; 320° !design! 320' 1design1 3220'
1
1 1
Segment 1 I 0.25 83.001 0.100 ! 0.09 11.09 ; 0.87 116.66 114.941 0.73 ; 0.50 10.73 10.00
Reach 1 I 4
1
Segment 1 1 1.801 21.001 0.100 1 0.47 1 0.3.E 1 0.28 1 4.21 1 3.781 0.73 i 0.50 1 0.73 i 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1
1 1 1 1 , 1 1 , 1
1 1 1 3
Segment 1 I 0.301 33.001 0.130 1 0.49 4 0.41 1 0.32 4 8.60 ; 7.72: 0.73 ; 0.50 s 0.73 10.00 I
Reach 3 I 3
13
11
1
Segment 1 I 1.501 20.001 0.123 10.57 10.35 1 0.28 14.92 I 4.411 0.73 10.50 1 0.73 10.00 ;
Reach 4 1 1 / i 1 33 i i s
1 Flow 1 C}30D 1 NBOD I D. O.
1 c f s 1 mg/1 mg/1 1 mg/1
S esgment 1 Reach 1
Waste I 0.001 1 24.000 1 45.000 F 6.000
Headwaters: i 0,.000 } 0.000 i 0.000 I 0..000
Tributary i 0.000 `s 2.000
1.000 I 7.440
* R un d f f 1 0.000 E 0.000 I 0.000 I 0.000
2ecjmen't 1 Reach 2
Waste' 1 0.026 I 45.000 90.000 ; 0.000
Tributary I 0.190 I 2.000 1.000 I 7.440
* Runoff 4 0.130 s 2.000 1 .000 1 7.440
Segment 1 Reach 3
Waste
0.000 I 0..000
Tributary 1 0.000 i P.000
* Runoff s 0.130 I 2.000
0.000 I 0.000
1.000 1 7.440
:1.000 I 7.440
Segment 1 Reach 4 1
Waste 1 0.000 } 0. 000 1 0.0001 0.000
Tributary 0..000 I 2..000 I :1 .000 ► 7.440
* Runoff I 0.130 1 2.000 I 1 .000 1 7.440
Runoff flow is in cfs/mi 1e

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etuz- os/2 m
V%2, 1lev Lree X -
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|-Seo # { Reach #�
-
1 1
|
1 1 i
1 1 �
1 1
1 1
1 J.
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 3
1 3
1 8
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
| Sec It Reach #
SUMMER
QUAIL RUN MHP AND HARRIS RUN
TOGETHER AT INDEPENDENT LIMITS
| Seg M1 D.O. | CBOD NBOD | Flow |
0.00 6.00 24.00 45.00 0.00
0.05 5.50 23.21 44.00 0.00
0.10 5.24 22.45 43.02 0.00
0.15 5.12 21.72 42.07 0.00
0.20 5.09 21.01 41.14 0.00
0.25 5.10 20.32 40.22 0.00
0.25 6.58 7.28 11.94 0.22
0.35 6.39 6.84 10.83 0.23
0.45 6.34 6.44 9.85 0.24
0.55 6.84 6.09 8.99 0.26
0.65 6.88 5.77 8.22 0.27
0.75 6.43 5.47 7.54 0.28
0.85 6.50 5.21 6.94 0.30
0.95 6.58 4.97 6.39 0.31
1.05 6.66 4.75 5.90 0.32
1.15 6.74 4.54 5.46 0.33
1.25 6.82 4.35- 5.06 0.35
1.35 6.89 4.18 4.70 0.36
1.45 6.97 4.02 4.37 0.37
1.55 7.04 3.87 4.07 0.39
1.65 7.10 3.73 3.80 0.40
1.75 7.16 3.59 3.54 0.41
1.85 7.22 3.47 3.31 0.43
1.95 7.27 3.86 8.10 0.44
2.05 7.32 8.25 2.91 0.45
2.05 7.32 3.25 2.91 0.45
2.08 7.38 8.22 2.86 0.46
2.11 7.44 3.19 2.82 0.46
2.14 7.49 3.16 2.77 0.46
2.17 7.53 3.18 2.73 0.47
2.20 7.57 3.11 2.69 0.47
2.23 7.61 3.08 2.65 0.47
2.26 7.64 3.05 2.61 0.48
2.29 7.67 3.03 2.57 0.48
2.82 7.69 3.00 2.53 0.49
2.35 7.71 2.98 2.49 0.49
2.35 7.71 2.98 2.49 0.49
2.45 7.70 2.90 2.36 0.50
2.55 7.70 2.83 2.24 0.52
2.65 7.71 2.76 2.18 0.53
2.75 7.71 2.69 2.03 0.54
2.85 7.72 2.63 1.93 0.56
2.95 7.73 2.57 1.84 0.57
3.05 7.75 2.52 1.76 0.58
3.15 7.76 2.46 1.68 0.59
3.25 7.77 2.41 1.61 0.61
3.35 7.79 2.36 1.54 0.62
3.45 7.80 2.31 1.47 0.63
3.55 7.81 2.27 1.41 0.65
8.65 7.82 2.22 1.35 0.66
3.75 7.84 2.18 1.29 0.67
3.85 7.85 2.14 1.24 0.69
Geg Mi | D.O. CBOD NBOD Flow |

,
8UMMER
QUAIL RUN MHP RUN ALONE AND
SECONDARY LIMITS PROTECTED
Di-scharger
Receiving Stream
-- --- MODEL RESULTS
x QUAIL RUN MOBILE HOME PARK
: MILLER CREEP. -
The End D.O. is 6.61 mg/l.
The End CBOD is 2.23 mg/l.
The End NBOD is 1.72 mg/l.
� WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach If (mg/l) (mg/l) (mg/l) (mgd)
�
Segment 1 6.57 0.00 1
Reach 1
Reach 2
Reach 3 |
45.00 90.00
0.00 0.00
0.00
0.00
0.00
0.01700
0.00000
0.0000O

Facility cleeth,
Wasteflow (MGD)
3
CD
I0
Summer/Winter (circle one)
ma 1
Aiiiii
NGAIiI..
i° 'iiiiiiiIIIIIiiiiii�
�,, z:z i�:�imees� ii� �i
r� uo
MO OM II MOM EMI
1111111II, 1 N II 1111111
ME ■n.iliiii MUIiiiii'INIMMINIMME
t IM lllllllll
MIIIIMMEEM
IMMEMMEM
' 10
r 2.
NH3-N (mg/1)
Potential effluent limit combinations:
GODS u.
NH3.N u�
comments:_

GUMMER
HARRI8 RESIDENCE RUN ALONE
!
WILTH NEW WLA LIMITS
Discharger
Receiving Stream
---------- MODEL RESULTS -~----�---
: QUAIL RUN MOBILE HOME PARK
x MILLER CREEK
The End D.O. is i .10 mg/l.
The End CBOD is 20.32 mg/l.
The End NBOD is 40.22 mg/l.
Segment 1
Reach 1
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg l) Milepoint Reach # (mg/l) (mg/l) (mg/l) (mgd)
5.09 0.20 1
i
/
/
24.00 45.00
6.00 0.00050

-
SUMMER
HARRIS RESIDENCE RUN ALONE
FOR NBOD
8eg Mi � D.O. CBOD NBOD | Flow (
0.00 6.00 24.00 45.00 0.00
0.05 5.50 23.21 44.00 0.00
0.10 5.24 22.45 43.02 0.00
0.15 5.12 21.72 42.07 0.00
0.20 5.09 21.01 41.14 0.00
0.25 5.10 20.32 40.22 0.00
Seg Mi D.O. CBOD NBOD Flow �

i^
| '^
SUMMER
HARRIS RESIDENCE RUN ALONE
FOR CBOD
,
Discharger
Receiving Stream
--- MODEL RESULTS -
: QUAIL RUN MOBILE HOME PARK
: MILLER CREEK
The End D.O. is 5.18 mg/l.
The End CBOD is 45.71 mg/l.
The -End NBOD is 0.00 mg/l.
i
� WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(
(mgyl) Milepoint Reach # (mg/l) (mg/l) (mg/ l) mgd)
Segment 1 5.15 0.20 1
Reach 1 54.00 0.00 6.00 0,00050

.�
^
,
SUMMER
HARRIS RESIDENCE RUN ALONE
FOR NBOD
` Discharger |
Receiving Stream |
The End D.O. is 5.07 mg/l.
The End CBOD is 0.00 mg/l.
The End NBOD is 71.51 mg/l.
-�-------- MODEL RESULTS --------~-
: QUAIL RUN MOBILE HOME PARK
: MILLER CREEK
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) M1lepoint Reach # (mg/1) (mg/l) (mg/l) (mgd)
segment 1 5.07 0.20 1
Reach 1 | 0.00 80.00 6.00 0.00050
i
!

April 24, 1987
NPDES STAFF REPORT AND RECOMMENDATIONS
DAVIDSON COUNTY
NPDES Permit No. NC0070033
PART I - GENERAL INFORMATION
1. Facility and Address: (Quail Run Mobile Home Pa , Route%
10, Box 275, Hickory Tr6o Road, WIltstarr=S . . 27107
2. Date of Investigation: April 23, 1987
3. Report Prepared By: Michael M. Mickey, Environmental Tech IV
4. Persons Contacted and Telephone Number: Mrs. Michele Cox
(P.O. Box 631, Stanleytown, VA 24168 703/629-8998), Mr.
Thomas E. Freeman, Wm. F. Freeman Associates [phone]
5. Directions to Site: From Winston-Salem proceed South on
Highway 150. After crossing into Davidson County turn left
onto Hickory Tree Road and travel 0.2 mile and turn right
onto the first paved road. Quail Run MHP is located 0.1
mile on the left.
6. Discharge Point - Latitude: 35°59'll"
Longitude: 80°15'57"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No. D17NE or USGS Quad Name - Welcome
7. Size (land available for expansion and upgrading):
Adequate land available for expansion and upgrading
8. Topography (relationship to flood plain included): The
WWTP will be located adjacent to but out of the floodplain
9. Location of nearest dwelling: The WWTP will be surrounded by
mobile homes. There are no dwellings within a 1000 ft. of
the discharge point.
10. Receiving stream or affected surface waters: Miller Creek
a. Classification: C,
b. River Basin and Subbasin No.: YAD-04
c. Describe receiving stream features and pertinent
downstream uses: The discharge point into Miller Creek
would be located in pasture land below a large
subdivision.
PLOTTE

PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100% Domestic
a. Volume of Wastewater: 0.017 MGD
b. Types and quantities of industrial wastewater: None
c. Prevalent toxic constituents in wastewater:
d. Pretreatment Program (POTWs only)
2. Production rates (industrial discharges only) in pounds
a. highest month in the last 12 months
b. Highest year in last 5 years
3. Description of industrial process (for industries only) and
applicable CFR Part and Subpart:
Type of Treatment (Specify whether proposed or existing):
4' The proposed system would consist of the following: four
existing septic tanks, 17,000 gallon dosing/recirculation
tak, two 25' x 85' surface sandfilters for a total of 4250
ft , a sanuril chlorinator, chlorine contact basin, wet well
and pump and force main to Miller Creek.
5. Sludge handling and disposal scheme:
removed by local septic tank trucks
Treatment plant classification:
Wastewater codes - 08
SIC Codes - 6515
6.
PART III - OTHER PERTINENT INFORMATION
Solids will be
1. Is this facility being constructed with Construction Grants
Funds (municipals only)?
2. Special monitoring requests: None
3. Additional effluent limits requests: None
4. Other:

PART IV - EVALUATION AND RECOMMENDATIONS
WSRO recommends issuance of NPDES Permit No. NC0070033 to Mr.
Fred P. Cox for discharge from Quail Run MHP.
Please note that WSRO has some reservations concerning the high
hydraulic loading rite on the sandfilter. At the design 17,000
GPD for the 4250 ft sandfilter with a 6:1 recirculation ratio,
the sandfilter could receive 24 GPD/ft2. This loading rate would
promote algae growth, solids buildup and shorten the effective
life of the filter beds.
At present the MHP has 44 occupied trailers. Upon issuance of
the permit the owners hope to increase the occupancy of the park,
up to a maximum of 70 trailers.
The effluent discharge line will consist of approximately 100
yards of force main to the main gravel road west of the park
site. From there the effluent will flow by gravity some 300
yards to Miller Creek. The gravity line is not located on the
MHP property and an easement from the single landowner will be
necessary.
l�C CI S i1i
Signature of Report Prepjrer
Water Quality Regional upervisor

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