NC0077615_Wasteload Allocation_19891005

�,W K o ,v AS: r ee- S 7Y,A� sz,e
NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO077615
FACILrrY NAME: Windmill Fuel Stop
Facility Status: Proposed
Permit Status: New
Major
Pipe No.: 001
Minor
Design Capacity: 0.025 MGD
Domestic (% of Flow):
Industrial (% of Flow):
K01w,
1
Comments:
*See attached - includes Laundry and Restaurant waste
RECEIVING STREAM: Thud Creek, 12-108-20-4
Class: C
Sub -Basin: 03-07-06
Reference USGS Quad: D15SW, Statesville W (please attach)
County: Iredell
Regional Office: Mooresville Regional Office
Requested by:
Jule Shanklin
Date: 8/16/89
Date: /O ' S
Date: t ols/S9
Modeler
Date Rec.
I#
t o-s
5 1't l eA
53'l (o
Drainage Area (mil ) �a, `1 Avg. Streamflow (cfs): ?3. D
7Q10 (cfs) &, `7 Winter 7Q10 (cfs) 16.6 30Q2 (cfs) / p.0
Tonicity Limits: IWC
Instream Monitoring:
% Acute/Chronic
Parameters
Upstream A/ Location
Downstream /V Location
Effluent
Characteristics
11boh�y
BODr (m )
30
NH3-N (m /1)
_
D.O. (mg/1)
—
TSS (mg/1)
30
F. Col. (/100 ml)
�00
pH (SU)
_
64(A6e61Y
30

—
1y the Geological Survey
Ihcds ham aerml Pnowgranhs
Iaaum
orduu,". 111c,'
.ri 0"', grid leeks, zone 17.
Id lance aW hold boos where
ts. Thu Inlormalgn is unchecFed
Ir Mur"Ilk hundm8: ore 1h0wn
Ttt/,�, Geczl�
�- SCALE 1",24000 - Goss 1p,
l
_ x o l xuc
PrimmY I Light duty road. hard or
•� _. Ate- woo emo �aop reo 1143�buu gAwa r.
F _s L _�� nr oNerzx I .. hard surface __ imProvpH surface
Secondary highway. r .gym
so i. r CONTOUR INTERVAL it FEET - - .-. hard surface r�� Un'mproved Too& �.. _... _.
DATUM IS MEAN SEA LEVEL r 0 hllfraAUY Rcul, 'M a S. Rcu e r-'f Sta1C ROMP
nr�r mn�ax nr erxn xLHIS er n,a,—`1�x✓
pua..uca lmnwr
SAL MAP COMPLIES LOG NATIONAL SURVEY,
ACCURAWASILICVTON. STANDARDS
FOR SALE BY U. POGRAIIIIC AANN WASM IN GTON, p. C. N20242
RE
A FOLDER pfSLRIOING TOPOGRAFIIIC MPpS PNO SVMOGLa Is AVIrILAOLE ON RCpIICST _ a pO SS r.
STATESVILLE WEST, N. C.
N3M5— W 8052.5/ 7.5
1969
AM5.855IV Sw_6ERIE5•U082

Request No. :5376
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM ------
Water Quali!}Sec!;:.n
: NCO077615
: WINDMILL FUEL STOP
: DOMESTIC
: PROPOSED
THIRD CREEK
RECEIVED
AdIMOM Of EXYIAONMEMEAL MMASEMEO
SEP 1 � 1!�Ic9
C
SEP
Asheville Re i:; .. I Oaice
030706
MDOBESVILIE
,Asheville, North Carol!na
IREDE �
umin
DrainageArreea
(sq mi) : 22.9
MRO Alk
Average Flow
(cfs) : 23.0
JULE SHANKLIN
Summer 7Q10
(cfs) : 6.7
8/17/89
Winter 7Q10
(cfs) : 10.
D15SW
30Q2
(cfs) : 12.0
EFFLUENT LIMITS
Mon Ave Dal Max
Wasteflow
(mgd):
0.025
5-Day BOD
(mg/1):
30
Ammonia Nitrogen
(mg/1):
--
Dissolved Oxygen
(mg/1):
--
TSS
(mg/1):
30
Fecal Coliform (#/100ml):
200
pH
(SU):
6-9
Oil & Grease
(mg/1):
30 60
R.st'i'f
r" T 03 1989
PERMITS & ENGUI!VEERIN(,
------------------ MONITORING ------------------
Upstream (Y/N): N Location:
Downstream (Y/N): N Location:
--- COMMENTS ------
MONITORING FOR MBAS.
-------------------------------------
0--
Recommended by 0.
Reviewed by:
Tech.-3up45,ert Supervisor
Regional Supervisor
Permits & Engineering
Date Q ��
Date q�13
2"b:"
DaW �+6f
RETURN TO TECHNICAL SERVICES BY

SUMMER
MODEL
RUN WITH
SECONDARY
:.
INCLUDES W. IREDELL
SCH
---------- MODEL RESULTS ----------
Discharger
WINDMILL FUEL STOP
Receiving Stream :
THIRD CREEK
----------------------------------------------------------------------
The End
D.O.
is 8.02
mg/l.
The End
CBOD
is 1.97
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 1.32
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint Reach #
(mg/1)
(mg/1)
(mg/1)
(mgd)
Segment
1
------
6.00
----------------
0.00 1
----
----
--
----------
Reach
1
45.00
90.00
6.00
0.01500
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
45.00
90.00
0.00
0.02500

*** MODEL SUMMARY DATA ***
Discharger : WINDMILL FUEL STOP Subbasin 030706
Receiving Stream : THIRD CREEK Stream Class: C
Summer 7Q10 : 6.7 Winter 7Q10 : 10.
Design Temperature: 25.
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft
Idesignl
@204
Idesignl
@20% Idesignl-
Segment
1
I I I
1 1.151106.001
0.136
I
1 0.23
I I
1 0.70 1
0.56
I I
128.84 1
I
25.861
I
0.73 1
Reach
--------------------------------------------------------------------------------
1
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.221
I
9.901
0.337
I
1 1.16
I I
1 0.34 1
0.27
I I
1 6.69 1
I
6.001
I
0.44 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 2.501
I
9.901
0.353
I
1 1.19
I I
1 0.34 1
0.27
I I
1 7.01 1
I
6.281
I
0.44 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
I Flow
I CBOD
I NBOD 1
D.O. I
1 cfs
I mg/1
I mg/1 I
mg/l I
Segment 1
Reach 1
Waste
I 0.023
145.000
1 90.000 1
6.000
Headwatersl 0.000
1 2.000
1 1.000 1
7.440
Tributary
1 0.000
I 2.000
I 1.000 1
7.440
* Runoff
1 0.140
I 2.000
I 1.000 I
7.440
Segment 1
Reach 2
Waste
1 0.000
I 0.000
I 0.000 1
0.000
Tributary
1 6.500
I 2.000
I 1.000 1
7.440
* Runoff
1 0.500
1 2.000
I 1.000 1
7.440
Segment 1
Reach 3
Waste
I 0.039
145.000
1 90.000 I
0.000
Tributary
1 0.000
1 2.000
1 1.000 I
7.440
* Runoff
1 0.500
I 2.000
1 1.000 1
7.440
* Runoff flow is in cfs/mile

SUMMER
MODEL RUN WITH SECONDARY
INCLUDES
W. IREDELL SCH
Seg #
I Reach # I
Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I
1
1
0.00
6.00
45.00
90.00
0.02
1
1
0.05
6.01
34.50
68.27
0.03
1
1
0.10
6.23
27.94
54.71
0.04
1
1
0.15
6.46
23.46
45.46
0.04
1
1
0.20
6.68
20.21
38.74
0.05
1
1
0.25
6.86
17.74
33.64
0.06
1
1
0.30
7.01
15.80
29.64
0.07
1
1
0.35
7.14
14.23
26.43
0.07
1
1
0.40
7.24
12.94
23.78
0.08
1
1
0.45
7.33
11.87
21.57
0.09
1
1
0.50
7.41
10.95
19.70
0.09
1
1
0.55
7.48
10.16
18.09
0.10
1
1
0.60
7.53
9.48
16.70
0.11
1
1
0.65
7.58
8.88
15.48
0.11
1
1
0.70
7.63
8.35
14.40
0.12
1
1
0.75
7.67
7.87
13.45
0.13
1
1
0.80
7.70
7.45
12.59
0.14
1
1
0.85
7.73
7.07
11.82
0.14
1
1
0.90
7.76
6.72
11.13
0.15
1
1
0.95
7.79
6.41
10.50
0.16
1
1
1.00
7.81
6.12
9.93
0.16
1
1
1.05
7.83
5.86
9.40
0.17
1
1
1.10
7.85
5.62
8.92
0.18
1
1
1.15
7.87
5.39
8.48
0.18
1
2
1.15
7.45
2.09
1.21
6.68
1
2
1.17
7.47
2.09
1.20
6.69
1
2
1.19
7.48
2.09
1.20
6.70
1
2
1.21
7.50
2.09
1.20
6.71
1
2
1.23
7.51
2.08
1.20
6.72
1
2
1.25
7.52
2.08
1.20
6.73
1
2
1.27
7.54
2.08
1.19
6.74
1
2
1.29
7.55
2.07
1.19
6.75
1
2
1.31
7.56
2.07
1.19
6.76
1
2
1.33
7.57
2.07
1.19
6.77
1
2
1.35
7.59
2.07
1.18
6.78
1
2
1.37
7.60
2.06
1.18
6.79
1
3
1.37
7.55
2.31
1.69
6.83
1
3
1.47
7.61
2.29
1.67
6.88
1
3
1.57
7.66
2.28
1.65
6.93
1
3
1.67
7.70
2.26
1.63
6.98
1
3
1.77
7.74
2.25
1.62
7.03
1
3
1.87
7.77
2.23
1.60
7.08
1
3
1.97
7.80
2.22
1.58
7.13
1
3
2.07
7.83
2.20
1.57
7.18
1
3
2.17
7.85
2.19
1.55
7.23
1
3
2.27
7.87
2.17
1.54
7.28
1
3
2.37
7.89
2.16
1.52
7.33
1
3
2.47
7.91
2.15
1.51
7.38
1
3
2.57
7.92
2.13
1.49
7.43
1
3
2.67
7.94
2.12
1.48
7.48
1
3
2.77
7.95
2.11
1.46
7.53
1
3
2.87
7.96
2.09
1.45
7.58
1
3
2.97
7.97
2.08
1.43
7.63
1
3
3.07
7.98
2.07
1.42
7.68
1
3
3.17
7.99
2.06
1.41
7.73
1
3
3.27
7.99
2.04
1.39
7.78

y
1
3
3.37
8.00
2.03
1.38
7.83
1
3
3.47
8.00
2.02
1.37
7.88
1
3
3.57
8.01
2.01
1.35
7.93
_
1
3
3.67
8.01
2.00
1.34
7.98
` 1
3
3.77
8.02
1.98
1.33
8.03
1
3
3.87
8.02
1.97
1.32
8.08
I Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I

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e-
NORTH`CAROLINA DEPT. OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT CORKMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM APPL 1 CAT I ON Ni MOF R
APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM D FOR
• AGENCY
USE DATE RECEIVED
To be filed only by services, wholesale and retail trade,
and other commercial establishments including vessels
YEAR Mo. DAY
Do not attempt to complete this form without reading the accompanying instructions
Please print or type
1.'Name, address, and telephone number of facility producing discharge
A. Name F. Gene Davis & Homer Prevette
B. Street address Stamey Farm Road at Interstate 40
C. City Stategvi 1 - _- -- D. State-Nnrt-h Carolina
E. County Iredell F. ZIP 28677
G. Telephone No. , 04 872-9577
Area Mailing Address:
Code F. Gene Davis
2. SIC I 1_ 1__]:]
(Leave blank)
3. Number of employees 20
P.O. Box 5560
Statesville, NC 28677
4. Nature of business Fuel Ston . Lgstaurant and Mote _
5. (a) Check here if discharge occurs all year q, or
(b) Check the month(s) discharge occurs:
1.0 January 2. o February 3. o March 4.0 Apri 1 5.0 May
6.0 June 7. O July 8.0 August 9.o September l0. o October
11. o November 12. 0 December
(c) Now many days per week: '
1.01 2.0 2-3 3.0 4-6. 4.OX6-7
6. Types of waste water discharged to surface waters only (check as applicable)
Flow, gallons per operating day
Volume treated before
_discharging (percent)
Discharge per
operating day
0.1-999
1000-4999
SOOO-9999
10,000-
500000
!lone
0.1-
30-
65-
95-
49,999
or more
29.9
64.9
94.9
100
(1)
(2)
{3)
(4)
(5)
(6)
(7)
(8)
(9)
(i0)
A. Sanitary, daily
average
X
6. Cooling water, etc.,
daily average
C. Other discharge(s),
•�
daily average;
X
Specify Restauran
D. Maximum per operat-
ing day for combined
X
discharge (all types)

1. If any of the types of waste identified in item 6, either treated or un-
treated, are discharged to places other than surface waters, check below
as applicable.
Waste water is discharged to:
0.1-999
(1)
1000-4999
(2)
M-9999
(3)
10,000-49.999
(4)
50.000 or more
(5)
A. Munlr.ipol sewer system
I1, Illsdr nlr'I m I111 wl•II
C. Scpt.11tank
D. Evaporation lagoon or pond
E'. Other, specify:
8. Number of separate discharge points:
A.Xa 1 B. o 2-3 C. a 4-5 O.0 6 or more
9. Name of receiving water or waters • Third Creek
10. Does your discharge contain or is it possible for your discharge to contain
one or more of the following substances added as a result of your operations,
activities, or processes: ammonia, cyanide, aluminum, beryllium, cadmium,
chromium, copper, lead, mercur , nickel, selenium, zinc, phenols, oil and
grease, and chlorine (residual).
A.a yes B,Lino
I certify that I am familiar with the informlation contained in the application and
that to the best of my knowledge and belief such information is true, complete. and
accurate.
F. Gene Davis
Printed Name of Person Signing
Owner
Title
North Carolina General Statute 143-215.6(b)(2) rovides that: Any person who knowingly makes
any false statement representation, or certi cat on any application,'record, report, plan,
or other document files or required to be maintained under Article 21 or regulations of the
Environmental 'Management Commission implementing that Article, or who falsifies, tampers u'_th,
or knwly renders inaccurate any recording or monitorigg ¢pvice or method required to be
operated or maintained under AT51ale 2.i,:•oc regulatioaia of the Environmental Management Commis: om
implementing that Article, shall e'.,,-'gu4tv�of A misdemeanor punishable by a•fine not to exceed
$10,000, or by imprisotlmoint not to exceed six months, or by both. (18 U.S.C. Section 1001 prn•r
a punishment by a fine of' -not more than S10,OOO or imprisonment not more than 5 years, or both,
for a similar offense.)

July 31, 1989
Engineering Proposal
Sanitary Sewer Treatment
Davis-& Prevette Truck Stop
Iredell County, NC
The above proposed facility consists of a convenience store,
restaurant and a motel located on a 12.555 acres site on Stamey
Farm Road (SR 1512) and Interstate 40 about two miles West of
the city limits of Statesville.
The convenience store and restaurant will be housed in one build-
ing containing 17,500 square feet. The store will consist of a
sales area, game room, office, cool storage, dry storage, lounge,
laundry room, shower room, restrooms, and furnace room. The
proposed restaurant will seat 200 people. The proposed motel will
consist of 100 rooms. The site will have ample parking for cars
and trucks. The total daily design flow is anticipated to be
25,000 gallons per day.
In May and June, our firm submitted detailed plans and specifica-
tions for a nitrification system to serve the convenience store
and the restaurant. During the course of the review of the plans
and specifications by the Division of Health Services of the
North Carolina Department of Human Resources, the Department's
Soils Consultant determined that the majority of the proposed
site was unsuitable for a nitrification sewage disposal system.
At this time our firm has prepared documentation to gain approval
of an Application for Permit to Discharge into the waters of
Third Creek at the point it crosses Interstate 40 about 4500
feet East of the proposed site as indicated on the attached copy
of the Statesville West, N.C. Quadrangle Map.

IREDELL COUNTY HEALTH DEPARTMENT
P.O. Box 1268 ® Statesville, North Carolina 28677 ® [phone]
William D. Mashburn, M.P.H.
Health Director
August 2, 1989
Gerald Grant, P.E.
Post Off ice Box 268
Statesville, North Carolina 28677
Dear Gerald:
This letter Is in response to your request for written documentation of
the soils/sewage disposal concerns at the truck stop facility being constructed
by Gene Davis at a site on Stamey Farm Road.
Al Slagle, Soils Consultant with the North Carolina Department of Human
Resources visited the site on July 13, 1989 at the request of Steven Berkowitz
of our Raleigh office. Steve was busy reviewing your engineered plans for
sewage disposal facilities to serve the truck stop complex at that time. It
was Mr. Slaglets opinion that the large majority of the site proposed for
septic system drainfield area was fill dirt and subsequently unsuitable for
use. Mr. Slagle did not feel that there was a sufficient area of suitable soil
on site to accomodate a system large enough to handle Mr,. Davlst proposed
development.
i hope this letter satisfies your Immediate'requirements.
Sincerely,
'06A,k
Kel y R. Sheeks, R.S.
E v onmental Health Supervisor