NC0032867_Wasteload Allocation_19860418

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Revie ed By: rlAA y/ i ./iik4
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Facility
NPDES WASTE LOAD ALLOCATION
Name:
RDads'.de-
En veer
Date Rec.
Date 7.'27-8b
Existing PeArK k
Proposed ) gypa-+`Permit No.: A1C00 3a g G
C.t
Design Capacity (MG/ D : a• 0 . S Industrial (% of Flow) :
Receiving Stream: LL I b. ) B r`anc.i Class:
Reference USGS Quad:
G- r 3 NcJ
CriroveA
(Guideline limitations, if applicable,
(Please
attach)
Pipe No.:
Co o Ibmestic (% of Flow) :
County:
ceevat,,,1
5 e',c
Sub -Basin: O 3 O$ 0 S
Requestor: S a. Ci-e.¢.4 Regional Office 4 R 0
are to be listed on the back of this form.)
Design 'Imp.: Z
7Q10 (cfs) p , 2
Drainage Area (mi2):
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
1,2.7
Velocity (fps): 6,t0 K1 (base e, per day):
Avg. Streamflow (cfs):
30Q2 (cfs)
1,7
Slope (fpm)
t63 K2 (base e, per day): (7' 39
Effluent
Characteristics
Monthly
Average
1 60~
Comments
?o - ( jQ)
3°
uEta `0 (n,iQ.)
7
.
'rss L l Q)
3o
n r „
toop
pl-E- LSv .‘ , ,
6'5____
2
L-8Y
r`ffT3'enE
Characteristics
:'onthly
i .verage
Comments
.I
3o
3d
1.
to
-
,,
30
3b
"
toot/
toe()
"
6-9
eh-9
,n
3 TL J..,���
csu 044 5-0 w Z`o
Date:
m.�
4411,
sgal
Cam+-oe. . ,

- For Appropriate .Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
• Monthly
Average
Maximum Daily
Average
..
- Qbmments
Sst t44: f 5
r .
aa4 aC (t4cS L
mr6 Gmoi 1,3Q•ek
•
AA6As
s+4Iti49& S i1 s
D•l MCP.
,
- a b 6 s
•
6�4
e
___________ _..�:--
- . ,
Type of Product Produced
Lbs/Day Produced
EfflUent Guideline Reference

,
Aequest No. : 2957
Facility Name
Type of Waste
Status
A(---'ceiving Stream
Stream Class
Subbasin
County
Pegiona1 C)ffice
Pequestor
Date of Request
Waste -Plow (mgd)
5-Dmy ROD (mg/1)
Ammonia Nitrogen
Dissolved Oxygen
TSS (mg/l)
Fecal Coliform
pH (SU)
Sett. So1ids (ml/l)
A[ADSIDE TRUCK PLAZA
TPU�K WA�H/��MESTI��
�XISTJNC
UT-D%XON BAANCH/D:I:XON BAAMCIH
C
030805
[%��VELAND
AP(]
LI5A ['REE�H
2/28/B6
C;AOVEA
Drad.nage Area
�Q10 (cfs)
Winter 7Q10 (cfs)
30Q2 <cfs)
Average Flow
(cfs) : 1.7
PE -COMMENDED EF UENT LIMITS .... .... ....
F
QJPPENT
�01�5
�0
7
6
30
10O0
6-9
O.1
2
]3145
30
1 0
6)
30
100O
6-9
0.1
SIT�;. S
01,el5
so 4-
-------�r---���.------------------------------
��1� �� �v����� � �,� W��
....................... .... ................ ............ -.... .... ......... ........ ................ .... .... ............ ............ COMMENTS --
THE DISCHAA�� 5HALL NoT CAUSE: THE TUABIDITY OF'THE AE[�:IVINC WATERS TO
D51DNTu,
IF THE NATUAAL TUABIIXITY EXCEEDSPNTU. SHALL NOT CAUSE ANY
INCAEASE IN TUABID�TY.
��
,�uA ANY EQUIVALENT C0MR1NATION ACCORDINC TO BODULT=;2tXBOD5 f 4xNH3N
AECIOMMEND TO DI)<ON BAANCH BASED ON LACK FI OW Im UT (7g10=O)
AecoIII III ended
Aeviewed by:
L~
bu ( Mate�/�/��
TechSupport Supervisor_
qegional
�
fv~
Permits
(sq mi.) 1.27
� .2
.�
/^)/
IOL
�
Date -....-VA/ -
'
RECEIVED,
A/ "r Quality Division
APR 7 1986
.. i �ogaiona/ Office
Asheville, North [aroknm

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ot
9.0e, j0._;e11...
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AID
4ci 0
atk r.3L
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2.y ,

)t** M(:lDEL.. SUMMARY I:lATA ***
Discharger
Receiving Stream
Y(4:L 0
Design Temperature
ROADSIDE TRUCK PLAZA Subbasin :i.n 030805
UT••••D:r.xON I:.{PnN(I••I/o:f.xON BRANCH
Stream Class: C:
0 Winter 7(4:L0 :
25 °C: 30(42
L;'
ILENGTHISLOPE 1 VELOCITY !DEPTH 1 K1 1 K1 1 K2 I K2 I KN 1 KN I KNR 1 KNR I
1 mile :Mai ! fps 1 ft I !day I B20° I !day 1 @20° 1 /day I B20° 1 /day I B20° 1
Segment 1 I 0.35:118.001 0.100 10.12 1 1.06 1 0.84 123.68 121.241 0.00 10.00 1 0.00 10.00 1
Reach 1 I
*** INPUT DATA SUMMARY ***
1 Flow 1 CB00 I NBOD 1 D.O. I
I cfs I og!1 I mg/1 I ag/1 1
Segment 1 Reach 1 1
Waste I 0.022 187.000 1 0.000 1 6.000 I
Headwaters: 0.000 I 0.000 1 0.000 1 0.000 I
Tributary 1 0.000 I 0.000 I 0.000 I 0.000 :
* Runoff 1 0.000 I 0.000 I 0.000 I 0.000 1
* Runoff flow is in cfs/eile

. ..
~
.... ........ .... .... ............ .... ... MO0]- AESULTS .... .... .... .... .... .... ~.... .... ....
D%G�HAA�UCA [IOWxDS%DE PLAZA
AEC�%V%NQ STAEAM UT~DIXON BAANCH/D%)(ON BAANCIH
TH[� END D.O. IS 5.17 MQ/L
---------^~—~—~---~--------
THE END IS 69.39 MQ/L
---------------------------
THE END NBOD IS 8.0() MQ/L
THE �.O' MIN. OF SEGMENT 1 IG �.g� M�/L
TH%S MINIMUM IS LOCATED AT MILEPO%NT 0.15
WHI�H IS LOCATEO IN Q1HACH NUMBEA 1
THE- WLA FOP SEGMEY4T 1 1;1E;»c"lH J. IS 87 MQyL OF CBOD
THE WLA FOA SEQMENT 1 AEA�H J. %G 0 MG/1- OF N0OD
THE AEQUIQED UENT D.O. IG 6 MG/I...
THE WAST�FLoW �NTEA%NQ SE� 1 QEA�H 1 IS .O1A 5 MG
D

*** MODE:I... SUMMARY I:)(1TA ***
Discharger
Receiving Stream
7( :I.0
Design Temperature
ROADSIDE I:1:)i:.: TRUCK PLAZAiu1:)bi:3. :i. ri 0806{)5
UT-DIXON BRANCH/DIXON BRANCH
t••I
Stream Class: C
0 Winter 7t :1.() :
!LENGTH:SLOPE 1 VELOCITY :DEPTH : K1 1 K1 1 K2 1 K2 I KN 1 KN 1 KNR 1 KNR
1 aile Iftloi 1 fps 1 ft 1 :day 1 @200 1 !day 1 @20° 1 /day : @20° 1 lday 1 @20° 1
Sequent 1 1 0.051118.001 0.100 1 0.12 1 1.06 1 0.84 123.68 1 21.241 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1
*** :l:Nl::'UT DATA SUMMARY :lk*
1 Flaw 1 CBOD 1 NBOD 1 D.D. 1
1 cfs 1 ngll I egl1 1 agll 1
5egaent 1 Reach 1 1
Waste 1 0.022 1100.000 1 0.000 1 6.000 1
Headwaters: 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
* Runoff 1 0.000 1 0.000 1 0.000 1 0.000 1
* Runoff flow is in cfslaile

.,.
D%G[X�AAQEA
AECEIV%NQ GTAEAM
.... .... .... .... .... —.... .... .... .... MODEL AESULT5 ........ ........ ............ ............
AOAD5IDE 7AUCl< PLAzA
THE END D.O. %� ^1.98 MQ/L
--~----~---~-----'---------
TME END CBOD %S 9 16'S@ MCM/ L
--------------------------~
THE END NB(:)D IS L
THE D.O. MIN' OF BEQM2NT J. I5 �.98 M�/L
THIS MINIMUM %S LOOATED AT SI:::QMENT M%LEP(:)INT 0.05
WH%CH %S LDCATE� %N AEA�H NUM 1
THE WLA FOP, SEQMENT 1 PEACH 1 IS J. OF CIBDD
TH� WLA FOA GEQMENT J. AEAC%H 1 IS 0 M('V"/L OF NBOD
THE AEQU%AED EFFLUENT D.O. IS 6 MC.3/L
THE WA5TEFL0W ENTERIN(; SE: C J. AEAOH J. I5 .01.eI5 MQD

�.
,
--'—...~~~ MODEL PE5ULJS .... .... ............ ............ ~~
DI9CHAA�EA ROADSIDE:TQU��N PLA��A
QE��IV%NQ STAEAM UT~I:)%XON BAMNCOHUDIXON BRANCH
THE: END D.O. IS 7.90 MGM —
END COBOD IS 113.O*7 M�/L
���������������������������
THE END NBOD IS W.00 MQ/L
THE O.O. MIN. OF 1 IS 6.80 MQ/L
TH%G MINIMUM IS LOC�JEO AT MILEPO%NT 00
WHICN IS IN NUMBEA 1
THE WLA F"OA SE�MENT 1 AEEACIH 1 IS 1-el0 M(*J/L C)F �8�D
THE WLA FOA SEVME�T 1 AEACH 1 %S 0 MQ/L �F NBOD
THE AEQUIAED EFFLUENT D.O. IS 0 MCV,/L
ETHE EACH J. %S `01.el5 MQD

v
*** M(:)I:)EI... SUMMARY I:)nTA ***
Discharger
Receiving S%r4.ain
%Q :I.0
Design Temperature
ROADSIDE TRUCK PLAZA S l.t l:)1:3 i:3.4!i :1. 1't 080605
UT—DIXON BRANCH/DIXON BRANCH
Stream Class: C
.2 Winter -T (:I.O
21.1 °C 30 (L2
ILENGTHISLOPE 1 VELOCITY (DEPTH 1 K1 1 K1 1 K2 1 K2 1 KN I KN I KNR 1 KNR 1
I !wile Iftloi 1 fps 1 ft 1 !day I @20° 1 /day I @20° I !day 1 @20° 1 )day I B20° 1
5egaent 1 1 1.001 81.001 0.109 1 0.37 10.63 10.53 117.34 1 15.891 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1
*** :I:NI::'LJ'T' DATA T'A SUMMARY ***
I Flow 1 CBOD 1 NBOD I D.O. 1
I cfs 1 ogli 1 ogl1 I ug!1 1
Sequent 1 Reach 1 1
Baste 1 0.022 1140.000 1 0.000 1 0.000 1
Headwaters: 0.200 1 5.000 I 0.000 1 7.560 1
Tributary I 0.000 1 0.000 1 0.000 1 0.000 I
* Runoff 1 0.000 1 0.000 I 0.000 I 0.000 I
* Runoff flow is in cfs/nile