NC0040908_Wasteload Allocation_19860711

NPDES DOCUMENT SCANNING COVER SHEET
VEIN
IOW
NMI
NMI
Poor
NPDES Permit:
NC0040908
Tabernacle Elementary School
Document Type:
Permit Issuance
%1
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Complete File - Historical
Instream Assessment
(67B)
Environmental Assessment (EA)
Permit
History
Document Date:
July 11, 1986
Thita document i113 p-Irk:bed on reuses paper - ignore and
content on the resrerse side

J
0
L
2
Facility Name:
Existing
Proposed
l E2NPtCLE E LE MN -MR Y JCHooL
Engineer
Date Rec.
NPDES WASTE LOAD ALLOCATION
Date: 512.8
3z‘,1g
Sao
Permit No.: WaX)4 oaos Pipe No.: OD L County- -R ANDOLPI+
Design Capacity (MGD) : O.00`tr 5 Industrial (% of Flow) : b(32u Domestic (% of Flow) : 10D96
Receiving Stream: UT ±o U W+tARQIE 'RI VECR Class • \N' - Ut Sub —Basin: 0 3 - 04 - Del
Reference USGS Quad- E 1 ct N W (Please attach) Requestor• SHeR21 VA DEN Regional Office
, (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
7Q10:
.25
0
'• Ia, Location of D.O.minimum
0
c,
0
N
aU
L
62
CU
t—
v
Velocity (fps) : J o
w5RO
Drainage Area 0.21 SI, MIL Avg. Streamflow: 0..z't c-PS
Winter 7Q10: 0 30Q2-
(miles below outfall) : 6.35 ^A; Slope • . 13?.'/
K1 (base e, per day, 200C) : QO K2 (base e, per day, 20°C) . ID. G Z
50s, 1-v W;
Effluent
Characteristics
Monthly
Average
M iti1
Alt./AIL
Comments
Wjf}'Sl:Pul-) (M .o)
.O045
, 0045
5- 30P (ma
10
8
1 5 '7 Gl if)`
3 °
3 °
cal Co,.,l ' ,.(#/roo»,rl
AR 00
,I 0
Original AI.loc
Revised
Confirma
pared By:
�nwW W!`,J
Effluent
Characteristics
Monthlynffl7
Average
Aoc%st.
Comments
(SU)
6-?
" 9
iH
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
Date:
7 (/A

.
] '
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
Wastef low
5-Day DOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform
pH
_
WASTELOAD ALLOCATION APPROVAL FORM
TABERNACLE ELEMENTARY SCHOOL
DOMESTIC
EXISTING
UT UWHARRIE RIVER
WSIII
030709
RANDOLPH
WSRO
VADEN
6/2/86
E19NW
Drainage Area
Summer 7Q10
Winter 7Q10
Average Flow
-------- RECOMMENDED EFFLUENT LIMITS
:
(mgd):
(mg/l):
(mg/l>:
(mg/l):
(mg/l>:
(#/100ml):
(SU):
:
SUMMER
.0045
10
2
6
30
1000
6-9
WINTER
.0045
8
4
6
30
1000
6-9
COMMENTS
Request No. :3268
RECEMM
N.C. Deot.Y4RC1Y.`
' L ?1 1986
O�i-,:�imof
Env/ronr'nnto[ManmgeTneOt
V.,inston-Salem Reg. Office
(sq mi) :
(cfs) :
( c f s ) :
(cfs) :
LIMITS HAVE CHANGED BECAUSE MODEL CALCULATED WITH A POND
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering _
Recommended by
_
Date
Date
Date
Date
0.24
0.
0.
.24

7,49-/e064/44.
U7` ijwh97-rf E
63-07- ay'
NOTE.' J-oL J/fc-4 Gi vT -/a ,�i"0vit/v gle/V Ur")/I ./& A/c'
Si xj-
P4-,
?,4 gZ 01 a
oa/
‘/27h3g
1 3z63 %
_ele/051-cce- dzfebra9
•
.;i /..,

�c-C.8671if , 22—
, OD 15.914-D
.29 c . 6C cis
DI4
tzgYd%/d r/
SLoPC
.NG?-¢/
579 10
6079/0
Pn R0
97
5m;
O
0
0, oar
3
5_!3
,,iioes
775

Discharger
Receiving Strea
The End D.O. is
The End CBOD is
The End NBOD is
Segment 1
Reach 1
Reach 2
Reach 3
MODEL RESULTS
: TABERNACLE ELEMENTARY-SCHOOL
n o UT UWHARRIE RIVER
8.40 mg/l.
0.00 mg/l.
0.00 mg/l.
DO Min
( /l) Milepoint Reach #
�
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/l> (mg/l) (mg /l) <mgd)
18 0.00 6.00 0.00450
0 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : TABERNACLE ELEMENTARY SCHOSubbas i. n ; 030709
Receiving Stream L l.JT UWHARRIE RIVER Stream Class: WSIII
Summer 7010 W O. Winter 7010 : ON
Design Temperature: 25.
!LENGTH! SLOPE! VELOCITY 1 0EPT111 K1 1 K1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
1 vile 1 ft/aril fps 1 ft Idesignl 720' :design! 320' !design! 220' !design: 320' 1
Segment 1 1 0.321134.4
Reach 1 1
,
0.100 1 0.09 1 1.26 1 1.00 111.84 1 10.621 0.00 0.00 1 0.00 1 0.00 1
1 1 1 1 1
Segment 1 1 0.501 0.1
Reach 2 1 1
0.001 1 3.00 10.44 0.35 1 0.74 0.661 0.00 0.00 1 0.00 0.00 1
1 1 1 1 1 1 1
Segment 1 1 0.401 77.5
Reach 3 1
0.100 1 0.09 1 1.26 1.00 115.55 13.951 0.00 0.00 1 0.00 0.00 1
,
1 Flow I CI={a D 1 N E{ D 1 D.O.
1 cfe I mg/1. I r:tg/1 t mg/1
Se ment 1. Reach 1
W l: e 0.007 t 18.000 I t�} .E.) i tt } I .000
1�i e- d w a t e r s 1 0.000 1 0.000 1 t�} „ E:} t=} t:i 1 0.000
Tr } Lk r v 1 0.000 I 0.000 I t„) „ t�) t�) E�) I 0.000
• liunoff , 0.000 , 0.000 1 0.000 1 0.000
SeE mei Et 1 Reach 2
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tr„-.-��f bu•t.ar-4 1 0.000 I 0.000 I 0.000 I 0.000
* r''unc:, ff I 0.000 I 0.000 I 0.000 I 0.000
Segment 1 Reach 3
Wa to 1 0.000 I 0..000 1 0N000 1 0„000
Tributary 1 E_}.c 00 1 0„000 1 0„000 I 0.000
* Runoff I 0.000 I 0.000 1 0.000 i 0.000
Runoff flow is in cfs;/mile
,

`
�
,
,
,.
,
'
MODEL RESULTS
Discharger : TABERNACLE ELEMENTARY SCHOOL
Receiving Stream : UT UWHARRIE RIVER
The End D.O. is 10.20 mg/l.
The End CBOD is 0.00 mg/l.
The End NBOD is 0.00 mg/l.
Segment 1
Reach 1
Reach 2
Reach 8
DJ Min
(ng/l) Milepoint Reach #
------ --------- ----~-~
4.99 0.35 2
WLA WLA
CBOD NBOD
(mg/l) (mg/l)
24 0.00
0 0.0D
0 0.00
WLA
DO Waste Flow
(mg/l) (mgd)
6.00
0.00
0.00450
0.00000
0.00000

, •1
f
f •
Seg # Reach # Seg Mi D.O. CBOD NBOD Flow
1 1 0„00 6„00 24„00 0„00 0.01
1 1 0„03 6„3 23..65 O„00 0.01
1 1 0.06 6.66 23.31 0.00
!!!!
1 1 0„09 6..91 22„9'7 r.00 1 1 c_i„1.2 7„14 22„Eu'4 0„04_i1 1 0..15 7„33 22„31 0„00 1 1 0.19 7.49 21...99 0„04:i
1 1 0„21. '7.63 21.67 c.i„c�i4�i 0.01
1 0.24 7.76 21..36 0„c.ici 0.01.
1 1 0..27 7„86 2:k „c«i;�; 0.00t;i„ i1.
1 1 0.30 7.96 20„7 i 0.000.011 2 i„: Ci 7.96 2E:i.,7wi 0.00 0.01
1 2 0.35 4.99 8.87
0.00 0.01
1 2 0.40 7.27 3.79 4�i„ i4_i 0.01
1 2 0„45 9„84 1..62 0„00 0„01
1 2 0.50 9.60 0.69 0.00 0„01
1 2 0.55 9„94 0.30 0„00 0„01
1 2 0„60 10„09 0.13 0„00 0.011 2 0.65 1 c�i . 1 c:i „ 4_i ci „ ci c�i 0 „ 0 1
1 2 0,.70 10..18 0„02 0.00 0„01
1 2 0„75 10.19 0„01 0„00 0„01
1 2 0.80 1. c:i . 2c«i 0.00 0.00 0.01
1 3 0„50 10.20 0.00 0.00 0.011. 3 0.94 10.20 0.00 0.00 0.01
13 0.88 10.20 0.00 4_i „ f 4�i 0.01
1. 3 0„9P 10„20 0.00c�i„t�i4i 0.01
1 3 0.96 10.20 0„00 0.00 0.01
1 3 1.00 10.20 0.00 0.00 0.01
1 3 1.04 10.20 c.i 4_ic i 0.00
i�i „ c i :k
1 3 1.09 10.20 0.00 0.00 0.01
1 3 1.12 10.20 0.00 0.00 0.01
1 3 1.16 10.20 0„00 0„00 0.01
1 3 1.20 10.20 0.00 4:i „�c_i 0.01
Seg # f Reach ac h 3 Seg MiD.O. CBOD 0.00
Flow

*** MODEL. SUMMARY DATA ***
Discharger«. : TABERNACLE ELEMENTARY SCHO' ubbas i n u 030709
Receiving Stream : UT UWHARRIE RIVER Stream Class: WSI I I
Summer 7Q10 O. Winter 7Q:I.0 ; O.
Design Temperature: :LS.
!LENGTH! SLOPE I VELOCITY I DEPTH! K 1 1 K 1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
1 mile 1 ft/mil fps I ft !design! 220° !design; 220° ;design! 220° !design! 220° 1
Segment 1 1 0.321134.40
Reach 1 1 1
1 0.100 0.09 0.79 1 1.00 1 9.52 1 10.62 0.00 1 0.00 1 0.00 10.00 1
1 1 1 1 1 1 1 1
1 1 1
Segment 1 1 0.50 0.101 0.001 3.00 0.28 1 0.35 1 0.59 1 0.66 0.00 1 0.00 1 0.00 1 0.00 I
Reach 2 1 1 I 1 1 I
1 1 1 1 1
1 1 1 1
Segment 1 1 0.401 77.50i 0.100 0.09 0.79 1 1.00 112.51 1 13.95 0.00 1 0.00 1 0.00 1 0.00
Reach 3 1 1 1 1 1 1 1 1
I Flow 1 CDOD I NBOD I D.O.
I cfs ; mg/1 1 mg/1 I mg/ 1
Segr ent 1 Reach 1
Was e 1 0.007 }'�' 1 24.000 1 0.000 I 6.000
e� c� waters!,, 0.000 1 0.000 1 0.000 : 0.000
1_ }- L �_� . ct �M � i 0.000 I 0.000 1 0.000 1 0.000
• RLnoff 1 Can 000 1 0.000 1 0.000 I 0.000
Segirent :1 Reach 2
Waste1 0.000 1 0.000 I 0.000 I 0.000
Tri. at:er}`y 1 0.000 1 0.000 I 0,.000 I 0n000
SL , `11
n , ._ .4 f 1 0.000 1 0.000 I 0.000 I 0.000.
Segment 1 Reach 3
WasteI 0.000 1 0.000 I 0.000 I 0.000
Tributary 1 0„000 1 0..000 I 0,.000 I 0.,000
* Runoff 1 0.000 I 0.000 I 0.000 1 0.000
Runoff flow is in cfsi mi.1e