NC0067288_Wasteload Allocation_19870121

NPDES DOCUMENT SCANNIN` COVER SHEET
NPDES Permit:
NC0067288
Hunter's Glen Subdivision
Document Type:
Permit Issuance
QVaste1oad
Alloca on
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
January 21, 1987
Miss document is printed on reuse paper - ignore nay
content on the re'rerse side

SEE tANC.J4 3 ZZs- (cop`1 a , - -
(NoRSE SHOE Co 3 NPDES WASTE LOAD ALLOCATION Engineer Date Rec. #
GD /it/84 365'3
Facility Name:. 114E TNomPsost Co. Ar& rt Refli13Sdt� tr4VEs7ME?4T C,Roc�P, / Date r�lfl a(p(4+s)
Existing PERMIT TDs-r tSSuED To Ro 1A Soo
No FACILITIES 3tc,LT ? r
Proposed O Permit No.: NGgO c,'72$g Pipe No.: OO ( County: (4ENoEZ5oM
A•0.03S
Design Capacity (MGD):S.O. 0 10 Industrial (% of Flow):
g
H
w
Receiving Stream:
S 4.4414 c tZEE"�C
Domestic (% of Flow) : I 0
Class: C Sub -Basin: 0+- Q3 - O Z
Reference USGS Quad: F • R • se (Please attach) Requestor: $ R (tG. es Regional Office ARU
Hoese shoo€
Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Tmp.: Drainage Area (mil) : 17. , j%
7410 (cfs) R./
Winter 7410 (cfs) 2.57
Location of D.O. minimum (miles below outfall):
Velocity (fps) : 0. /2/
0.32_
K1 (base N, per day):
o.36
Avg. Streamflow (cfs) :
30Q2 (cfs)
Slope (fpm) So
K2 (base e. Her day) : 0,74
Effluent
Characteristics
Monthly
Average
Comments
730ts
30 '"csi,
1—Ss
3o ►1 le
6-9 Sc'.
I
fit
Orig'
Rev's
OD ii - tion
Prepared By
'-8Y
Effluent
Characteristics
:'ontnly
t.verage
Comments
Ett:diz.-
� )
tion O Comments:, o �� "� W . ��'�V`e• (. 0 3 S,c1G }. 0 7D n .��
aZ�ws
tion o C.. -!!lI yam.
o t
G,�•-�,� .
/Ay+ iiiircx,(
Reviewed By:
r
Date:
//i07
ig7

^
Request No. :3653(A
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
: THE THOHPSON
: DOMESTIC
: EXISTING
: SHAW CREEK
:C
: 040302
: HENDERSON
: ARO
: BRIDGES
: 12/12/86
: F8SE
:
Wasteflow
5-Day DOD
Ammonia Nitrogen (mg/1):
Dissolved Oxygen (mg/1):
TSS (mg/1):
Fecal Coliform (#/100ml):
pH (SU):
Upstream (Y/N):
Downstream (Y/N):
:
:
:
Drainage Area
Summer 7010
Winter 7010
Average Flow
3002
(sq mi)
(cfs)
(cfs)
(cfs)
(cfs)
: 7.14
: 2.1
: 2.57
: 15.5
:
RECOMMENDED EFFLUENT LIMITS ----------
') u)
0.035
30
MR
MR
30
1000
6-9
Location:
Location:
0.070
30
NR
NR
30
1000
6-9
0� � i-kon vs, _1
THIS FACILITY INTERACTS WITH HENDERSON OIL CO. -HORSESHOE GROCERY (PROPOSED).
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Sup,..-..
�
~'
Permits & Engineering _
Date 0142.
|8N O_ ��O7
um�� `oo.
AShoviUe Rcy]ccC| 011hCe
Ashe'i\\u.North Carolina

L)
. 7G ... Pt -J/ (Y5 G) 4 ctlYlG //5/�b u)/ /f UJG Cal 7 a Na7}� 6 �':y
NL.� /!I( c�1,_,, wr-1 I,Grt�yL /U cf_S/S.a A 41-: /`1GC.�Yd/Ali 747yi irkii0v3 4)44 7�i,J
-4-z / // . /•JT4,-✓ w re r. vic. ,.J 016 — fed£ uwE Civc/ a,/f/411 r/n/J £r '-
I'd. D.r-: ,i. o /w L
PS-,Zd
• 5794o;. •7th
✓ M7ptu: ,ici7
L) )6-r1t = , 3.2 M,'
�Ev� Zd66
114: 72sm;
co-, /s.77 JJ5
a.6Ici3
S
e▪ "
£ /tcrrWh ' suhl
(}5w-.O3SM - Qw- •O7omGO
DA= 7/7'41/ LI
CAA = /S. 5
579,E ,.2./cf
:,7.57c.{S
ceee lL
al Co- itibv-st sivt
f�jd„ idr�Ud£
= , 03,,4,viG/� ic)=,U7/6,0 oo/Mbo ,,, fb1-Jake Gyve)
r— i
/ = /S,S cc
S79 IJ- 2. /
,,.1Q I) , , / 6 c 6

^ . �
Di ha 'er
�c rg
Receiving Stream
.�`
-------�--'MODEL RESULTS ----------
: THE THOf1PSON'COMPANY
: SHAW CREEK
The End D.O. is 7.56 mg/l.
' The End CBOD is 4.21 mg/l.
The End NBOD is' 0.00 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(Gig /l) Milepoint Reach # <mg/l> (mg/l> (mg/l) (mgd)
Segment 1 7.51 0.32 1
Reach 1 135 0.00 0.00 0.03600
Reach 2 0 0.00 0.00 0.00000

* •}: M€D1L" SUMMARY DAT(. ***
Dischan-yes- : THE THOMPSON COMPANY
Receiving Stream : SHAW CREEK
Summer 7010 : 2.1
Design Temperature: PS
Sub b asi n :: 040302
Stream Class: C
Winter 0.1.0 : P„,ii
:LENGTH! SLOPE; VELOCITY ! DEPTH! K1 1 K1 1 K2 1 K2 ! KN ! KN 1 KNR 1 KNR
1 mile 1 ft/Mil fps 1 ft !design! 320° !design= 3206 !design! 320° !design! 320° 1
Segment 1 1 0.32! 3.501 0.121 1 1.09 1 0.40 0.36 1 0.80 1 0.76 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 ! 1
Segment 1 1 0.171 3.501 0.137 1 1.18 1 0.40 0.36 1 0.90 1 0.861 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 1 1 1
1 Flow 1 C130D 1 NBQD 1 D.O. 1
1 cfs 1 mg/1 1 mg: I. 1 mg/1. 1
(Segment 1 Reach 1
,4as Ise 1 0.056 1135.000 1 0.000 1 0.000
Headwaters! 2.100 ! 2.000 ! 0.000 1 7.900
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
Runoff 1 0.000 }c»ri"} 1 2.000 rt r 1 0.000 1 7.900
Segment 1. Reach 2
Waste 1 0„000
Tributary 1 0„700
* Runoff 1 0.000
0.000 1 0.000 1 0.000
2.000 1 0.000 1 7„900
2.000 1 0.000 1 7.900
* F i_cno'f'•f• flow is in c •f's m. ]. e

~
�--` ' EL RESULTS
Di.schar'ger | : THE THOMPSON COMPANY
Receiving Stream : SHAW CREEK
The End D.O. i 4 9.20 mg/1.
The End CBOD is 3.97 mg/l.
The End NBOD is 0.00 mg/l.
O Min
img/l)
Segment 1 9.16
Reach 1
Reach I?
Milepoint
0.32
Reach #
1
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/l) (mg/1) (mgd)
135 0.00 0.00 0.08600
0 0.00 0.00 0.00000

** SUMMARY Y DATA . **
Discharger : THE TI"1OMP'2ON COMPANY
Receiving Stream „ SHAW CREEK
Summer '7471:10 : 2..1
Design Temperature„ :14.
Si. bI::aas i. n c:)4030E
Stream Class: C
Winter 7Q 1 0 2.57
!LENGTH; SLOPE! VELOCITY I DEPTH! K1 I K1 I K2 1 K2 I KN I KN I KNR I KNR I
I mile 1 ft/mil fps I ft !design: 320° ;design: 320° Idesignl 320' ;design: 020° I
Segment 1 I 0.321 3.501 0.141 11.12 10.28 10.37 10.78 1 0.891 0.00 0.00 1 0.00 10.00 I
Reach 1 1 1 11 1 1
Segment 1 I 0.17 3.50 0.156 11.20 10.28 10.37 10.86 I 0,981 0.00 0.00 10.00 10.00 I
Reach 2 I 1 1 I I 1 I 1 I
1 Flow 1 CL•'•(OD I NBC)D 1 D.O. I
1 cfs 1 mg/1 I mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 0.056 1135.000 i 0.000 1 0.000
Headwaters! 2.570 1 2.000 1 0.000 1 9.400
Tributary 1 0.000 1 0.000 I 0.000 1 0.000
* Runoff 1 0.160 1 2.000 1 0.000 1 9.400
Segment 1 Reach 2
Waste 1 0.000
Tributary 1 0..'700
* Runoff 1 0. 160
0.000 1 0.000 1 0.000
)0
2.000 1 0.000 1 9.400
2.000 1 0.000 1 9.400
Runoff flow is in cfs/mi 1e

, -^~-----r-- MODEL RESULTS ----------
Discha' er | : THE THOMPGON COMPANY
Receiving Stream : SHAW CREEK
The End D.O. is 7.25 mg/l.
The End [23OD i 6.43 mg/l.
The End NBO0 is 0.00 mg/l.
Segment 1
Reach 1
Reach 2
DO Min
7.17
WLA WLA WLA
CBOD NBOD DO Waste Flow
0.82 1
135 0.00 0.00 0.07100
0 0.00 0.00 0.00000

** E MODEL .xUt'iMARY DATA ***
Discharger
Receiving eivinth Stream
Summer 7010
: THE THOMPSON COMPANY
: SHAW CREEK
,. 2.1
Design gn Temperature: PL .
Sub b s :r. n : 040302
Stream Class: C.:
Winter r: 0 1. 0„ 2.57
ILENGTHI SL9E1 VELOCITY 1 DEPTH! K1 1 K1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
1 mile i ft/mil fps t ft idesign! 220° !design! 2204 !design! 2204 !design! 3200 t
Segment 1 1 0.32 3.50 0.123 1 1.09 0.40 1 0.36 t 0.81 1 0.781 0.00 t 0.00 1 0.00 0.00 1
Reath 1 1 1 t t t t t 1
,
,
Segment 1 1 0.17 3.501 0.139 1 1.18 1 0.40 1 0.36 1 0.91 1 0.881 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 t 1 1 1
Segment
Waste 1
Headwaters!
Tributary
* uncif f
1 Flow
t cfs
.l Reach 1
0.110
2.100
0.000
0.000
Segment 1 Reach 2
Was t e 1 0.000
Tributary 1 0..700
* Runoff 1 0.000
CBOD 1 NltCD 1 D.O.
mg/1 1 mg/1 mg/1
1 1.35..000 t 0..000 t 0.000
1 2.000 1 0.000 1 7.900
1 0.000 1 0.000 1 0.000
t 2..000 1 0.000 1 7.900
* Runoff flow is in
0.000
2.000
2.000
cfs% mi le
0.000 1
0.000 1
0 0 0 0 1
0.000
7.900
7.900

MODEL RESULTS
- -' Di
-�x�ch� ' er : THE THOMP8ON COMPANY
Receiving Stream SHAW CREB<
The End D.O. is 8.98 mg/l.
The End CBOD is 5.91 mg/l.
The End NBOD is 0.00 mg/l.
Segment 1
Reach 1
Reach 2
WLA WLA WLA
CBOD NBOD DO Waste Flow
Milepoint Reach # (mg/l) (mg/1) (mg/l) (mgd)
0.32 1
135 0.00 0.00 0.07100
0 0.00 0.00 0.00000

•
1`IUDJEL 3U'fMARY DATA ***
Discharger u THE THOMF'SON COMPANY aubbas i n : 040302
Receiving Stream : SHAW CREEK Stream Class: C
Summer 7010 : 2.1 Winter 7f:.10 ; 2.57
Design Temperature: 14.
ILENCTH! SLOPE! VELOCITY 1 DEPTHI K1 K1 1 K2 1 K2 1 KN 1 KN KNR 1 KNR 1
1 vile 1 ft/mil fps 1 ft !design; 220° :design: H20° ldesignl 320° ldesignl 220' 1
Segment 1 1 0.321 3,501 0.144 1 1.12 1 0.28 1 0.37.1 0.79 1 0.901 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 11 1
Segment 1 1 0.17 3.501 0.158 1 1.21 1 0.28 1 0.37 1 0.87 0.991 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 ! 1 1 1 1 1 1 1 1
1 Flow CBOD 1 NBOD 1 D.O. 1
1 cfs mg/1 1 mg/1 1 mg/1 i
segment 1 Reach .l
Waste 0.110 1135.000 1 0.000 1 0..000
Headwaters! 2.570 1 2.000 1 [}..000 1 9..400
Tributary 1 0.000 1 0.000 1 0.000 1 0.. 000
* RL ,off 1 0.160 1 2.000 1 0.000 I 9.400
Segment 1 Reach 2
Waste 1 {_} a{»} {»} { 1 0.000 1 0.000 1 0.000
Tributary 0.700 1 2.000 1 0.000 1 9.400
Rt tncl f f 1 0.160 1 2.000 1 0.000 1 9.400
* Runoff flow is in cfs/mile