NC0061204_Wasteload Allocation_19850603

NPDES DOCYNENT SCANNIMS COVER SHEET
NPDES Permit:
NC0061204
Scarlett Acres MHP WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Staff Report
201 Facilities Plan
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date:
June 3, 1985
This dooumoat is printed on rouge paper - igriore a.ay
coateat on the reirerse side

ea
e
4
L
�}[ ngineer DatLRec
#
NPDES WASTE LAD ALLOCATION
S� ETA 31 I CD C J�
Facility Name ab
G.4/�Date:
Existing Q P rmit No.:.� U,-) f 1 Zo 4 Pipe No.: County:
Proposed R 0, 0/3s
d.0/ - DES 0
Design Capacity (MGGD/DD%�))• •402 Industrial (% of Flow): Domestic (% of Flow): DO
Receiving Stream:L/l/�L (-�,//���J Class:' C / Sub -Basin: Y�O4�W l o3d70'j>
Reference USGS Quad: lg,V'w (Please attach) Requestor:S'� �y'��� Regional Office S 2�
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Z 6'4L Drainage Area: �• 3 V%. Avg. Streamflow: �• 3 e`er
7Q10: Cb.O t7�5 Winter 7Q10: .30Q2:
Location of D.O.minimum (miles below outfall): n•I Tv" Slope:. 3 — P� -
Velocity (fps): 0.1 Kl (base e, per day, 200C), �O Z K2 (base e, per day, 200C): ,'Z H
Effluent
Characteristics
Monthly
Average
NeAki
Comments
j3d);
2N
3a
_
ly
—
!o
�
Ts5
30
30
rzc e ,�o. w,
l000
/000
600 wQ
4
(0-9
(.-9
-e. %uac e."4V_r
Effluent
Characteristics
Monthly
Average
Nan ly
Comments
%5
36
30
CUA 11
roop
c`bD
oo
__
Origins A1lgy�t%on
Revi ed A�ocaCion Date(s) of Revision(s)
(Please attach previous allocation)
Conf�hmatidnI
Ete" pared By:'41� \ Y Reviewed By: Date: 6 -3 5)

L ,PI a RN l�c�
� k
I. y
r t
�1-^I/ *�Wj
61
L 96r � i
955 9BPi �yy�I�e
49
tA�
`��i r ,
�•
\ .. ili {��r 7N •t\c •. _ +r �Sr �Fi L•'. S. ?,c
r C/%
L4
r
woo-
-351
i-. Pond r ' ,� o <�\ .> - T L�� � Y e° �t �•�4
h,te .,F ✓':.--�- .�� sez i \f,yl { (.
.. are�C'•Sch
xa
Grove
'r WESf'k/v
�i•;a +05, Pleaxanc-FiQpe
Sle
GJna� �(/{ •-, / off_ �rQ\j (, i .���rj�i/-�',
14
o ja
z Temple
p I %1- (.� `,y ;y/�� �, if 1ss3 ' - •� ,;.. iw �'�`^ \ `,��.:4
�R . �.: K `
A.
-
��`�f 7 1 J Jrl rr i".

Reouest. Din, 7072
C i C)
---------------------
WASTEL.OAD ALLOCATION APPROVAL.
FORM ---------------------
Faci.l.ity Name
:
SCARLET ACRFS MHP--SITF
3
Tree Of Waste
:
DOMESTIC
Receiving Stream
:
MILL CREEK
Stream Class
:
C
RECEIVED
Subbasin
030704
N.C. Dept. NRCD
County
:
FORSYTH
MAY 7 1985
Regional. Office
:
WINSTON-SAL.EM
RenuestOr
L.L. ANDERSON
..
Drainage Area (so mi)
0.2
Environr:_nial (Jia.nagement
7010 (cfs)
:
0.0
Winston-Salem Reg. Off'"
Winter 701.0 (cfs)
:
0.0
3002 (cfs)
RECOMMENDED FFFLUFNT LIMITS
SVMM.fr�
WK•V7
Ammon
Wasteflow (mad)
:
.024
.024
.0135
.0135
5-Day BOD (mg/1)
:
24
30
30
30
Ammonia Nitrogen
01/1):
14
17
Dissolved Oxygen
(mg/1):
6
6
6
6
PH (SU)
:
6-9
6-9
6-9
6-9
Fecal Coliform (/100ml):
1000
1.000
1000
1000
TSS (mg/1)
:
30
30
30
30
------------ COMMENTS ------------------------------------
LIMITS ARE FOR SITE 3. REGION SHOULD MAKE JUDGMFNT AS TO THE APPROPRI.-
ATENF..SS OF THE SITE.
---------------------------------------------------------------------------------
FACILITY IS : PROPOSF..D (74) EXISTING ( ) NEW ( )
LIMITS ARE 1 REVISION ( ) CONFIRMATION ( ) OF THOSE PRFVTOUSIY ISSUED
---------------------------------------------------------------------------------
RECOMMENDED BY! :_..,..�c�J .. .. - . . . IIATF: ....���1$'S
REVIEWED BY:
SUPERVISORr TECH. SUPPORT :_...!%` ........ BATE
UM REGIONAL SUFERV.T.SOR 4/_o?2eiwa.
Approval is 7 Preliminary (V) i. fa U
PERMITS MANAGER : .... �iATF

MEMO.
TO:
AN
t7<sc•`%i4�xE"
7.-6c"/ 5�nv«�-s
�7T.srC�1-Z2 �JLfi
p<S �,gR&d!F- /Pd IAI7-. li5�✓5
9;e3 sivc5 7,f�
Cd1U7A✓PEO A'v/,uTs
s cf6/i!/7>�O
-2;= y
pLt�SE
oN
Z -a - &s-'
DATE:
SUBJECT:
E-S 7 GCk7o ti S
,, /ee vzo<ls A) 4,4
1 dI
North Carolina Department of Natural
Resources &Community Development

tAO-zl A- PI?- AOTT" -Z,
SE
�' 3orgs
• Iz
OK 0061 0261 tftb to a
4-04/4 4 Ito
k lot
Joe- 143

***#****** MODFI RFSUITS **k*** *k
DISCHARGER :SCARKFT ACRES MHP
RECEIVING STREAM :MILL CREEK
THE END D.O. IS 7.69 MG/L
THE END CBOD IS 9.90 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MTN. OF SEGMENT t IS 5.52 MO/L
THIS MINIMUM IS LOCATED AT SFGMFNT MJL.FPOJNT 0.1
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT I REACH 1 IS 54 MO/L OF CROD
THE WKA FOR SFGMFNT t REACH 1 T.S 0 MOK OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SFO I REACH 1 IS 0.025 MGD
THE WLA FOR SEGMENT t REACH 2 IS 92 MC,/K OF CBOD
THE WLA FOR SEGMENT I RFACH 2 IS 0 M5/1 OF NPOD
THE REQUIRED F.FFKURNT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SFG 1 REACH 2 IS 9.OF-4 MGD
THE D.O. MIN. OF SEGMENT 2 IS 5.10 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILF..POTNT 0.1
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 2 REACH t IS -Zi-hBJ-L OF CDOD
THE WLA FOR SEGMENT 2 REACH i IS 0 MG/L. OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 2 REACH 1 S 0.0?4 Mi',Ii
THE WLA FOR SFGMFNT 2 REACH 2 IS t.tO MG/K OF CBOD
THE WLA FOR SEGMENT 2 REACH 2 IS 0 MG/L OF NBOD
THE.. REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 2 REACH 2 IS 0.0029 MGT,
THE D.O. MIN. OF SFGMFNT 3 IS 7.50 MG/L.
THIS MINIMUM IS LOCATED AT SFGMFNT MILFPOTNT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WKA FOR SFGMFNT 3 REACH t IS 0 MG/K OF CBOD
THE WLA FOR SEGMENT 3 REACH 1 IS 0 MO/I. OF NHOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/I_
THE. WASTEFLOW ENTERING SFG 3 RFACH 1 IS 0 MGD

DISCHARGER
RECEIVING STREAM
***** *# MODFL RESULTS
:SCARLET ACRES MHP
:MILL.. CRFFK
THE END D.O. IS 7.74 MG/L
THE END CBOD IS 9.08 MG/L
THE ENO NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT I IS 5.82 MG/L
THIS MINIMUM IS LOCATED AT SFGMENT MTLFPOTNT 0.1
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SFGMENT I REACH I IS 54 MG/L OF CHOD
THE WLA FOR SEGMENT I REACH I IS 0 MG/I.. OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH I IS 0.025 MGD
THE WLA FOR SEGMENT 1. REACH 2 IS 92 MG/K OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT I.Q.O. IS 6 MG/L
THE WASTEFLOW ENTERING., SEG 1 REACH 2 IS 9.0E-4 MOD
THE D.O. MIN. OF SEGMENT 2 IS 5.09 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MIKFPOINT 0.1.
WHICH IS LOCATED IN REACH NUMBER 1
THE
WLA FOR SEGMENT 2
REACH
1. IS W--401K
OF CBOD
THE
WLA FOR SEGMENT 2
REACH
I IS 0 MG/L. OF
NROD
THE
REQUIRED EFFLUENT
D.O.
IS 6 MG/L.
THE
WASTEFLOW ENTERING
SEG
2 REACH 1 IS
0i.3` MGIi
THE WLA FOR SEGMENT 2 REACH 2 IS 1.10 MG/K OF CBOD
THE WLA FOR SEGMENT 2 REACH 2 IS 0 MG/I_ OF NROD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 2 REACH 2 IS 0.0029 MGD
THE D.O. MIN. OF SEGMENT 3 IS 7.56 MG/I_
THIS MINIMUM IS LOCATFD AT SEGMENT M.II..EPOT.NT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 3 REACH I IS 0 MG/I._ OF CBOD
THE WLA FOR SEGMENT 3 REACH I IS 0 MOP OF NROD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 3 REACH 1 IS 0 MG1)

T,ISb4A*RGER
SCARI_ ET ,,ACRFq
MHP
• A L
RECEIVING STREAM
MT.I.I-
C;RFEK
WASTEFLOW
.024
NOD
I SEG NO I
REACH
I SEG NI I
DO i
CpOIi I
NBOTi I
FI oW I
1 1 1
1
1 0,001
6,001
54#001
0.001
0,041
I 1 f
1
I 04101
5,821
39,131
04001
0♦051
I 1 I
1
I 0.201
6,001
30.281
0.001
0,061
I 1 1
1
1 0.301
6.261
24,431
0.001
0.081
i 1 I
1
1 0.401
6,521
20.281
0.001
0.091
I 1 I
1
1 0.501
6,761
17,201
0.001
0,101
I 1 I
1
1 0,601
6,951
14,821
01001
0,121
1 1 1
2
1 0,601
6,941
15,731
0.001
0.121
1 1 1
2
1 0,651
7.131
14,71. 1
0.001
0,121
1 1 1
2
1 0,701
7.271
13,781
0.001
0,131
1 1 1
2
1 0#751
7,381
12,951
0.001
0,141
1 1 1
2
1 01,801
7,471
12,201
0,001
0.14 1
1 SEG No
I REACH 1
SEG MI I
no 1
oRori i
NPOTI I
FI OW I
I 2
1 1. 1
00001
61001
80,001
0.001
0♦041
1 2
1 1 1
0,101
5,071
57,031
0.001
0.051
1
I t 1
0,201
S.tol
43.591
0.001
0.0.61
1 2
1 1 I
0.301
5,391
34,811
04001
0♦081
1 2
1 1 1
0,401
5,731
28,631
0.001
0.091
I 2
1 2 1
0,401
5,741
32,541
0.001
0.091
1 2
1 2 1
01501
6.341
27.631
0.001
0.111
1 2
1 2 1
0,601
6,71.1
23,821
0.001
0.121
1 2
1 2 1
0,701
60961
20,791
0,001
0,131
1 2
1 2 i
0.801
7.151
18,331
04001
0*151
2
1 2 A
0.901
7,291
16,291
0.001
0,161
i 2
1 2 11
1,0 0 1
7,411
14,581
01,001
04171
1 2
1 2 1
11101
7.51 1
1.3,131
0.001
01181
I SEG NO
I REACH
I SEG NI I
rl0 1
CF Ori I
NPOTi I
FL OW I
1 3
1 1
1 00001
7.491
11* 721
0.001
0♦331
1 3
1 1
I 0,051
7,521
12,321
01001
04341
1 3
1 1
1 0.1.01
7,54 1
It.941
01001
0♦34 1
1 3
1 1
1 0.151
7,571
11,571
00001
0,351
1• 3
1 1
1 0,201
7, 59 1
1 1 .22. 1
00001
0,351
1 3
1 1
1 0,251
7,621
10.881
0.001
0,361
3
1 1
1 0.301
7.641
10.561
0.001
0.371
3
1 1
1 0,351
7,661
10,251
0,001
0,371
1 3
1 1
„1 0,401
7,681
91951
04001
0,381

.
*** MODEL SUMMARY
DATA
3
DISCHARGER
,SCARLET ACRES MHP
SURRASIN
030704
RECEIVING STREAM
MILL CREEK
STREAM CLASS:
C
7010
0.0 CFS
WINTER 701.0
0.0 CFS
DESIGN TEMPERATURE
25 DEGREES C.
WASTEFLOW
.024 MGT,
! LENG�ITH I SLOPE. I
VELOCITY
I T. EPTH
1 Kt
I K 1.
I K? I
K? I
Kri I
I MILES I FT/MI I
FPS
I FT
I /DAY
1 @20
I /TlAY 1
@20 I /T'AY I
SEGMENT
1
I ! I
1 0.651 43.001
0.100
I
1 0.23
1
10.71
I
1 0.59
I I
1 8.631
I
7.741
I
0.00I
REACH
1
I I I
I
I
!
! l
!
!
SEGMENT
1
I ! I
1 0*201 57.001
0.1.00
!
1 0.30
!
1 0.69
!
1 0.55
I I
1 11.441
I
10,261
I
0.001
REACH
?
1 1 1
1
1
1
I 1
1
1
SEGMENT
2
I I I
1 0.401 43.001
0.100
!
1 0.21
!
1 0.78
!
1 0*62
I I
1 8.631
I
7.741
1
0.001
REACH
Z
I 1 !
!
f
!
I I
I
1
tEGMENT
?
1 0.701 57.001
0. 1.00
1 0.30
1 0.69
1 0...0 5
1 1 1 .44 1
1.0. 26 !
0.001
REACH
2
1 1 1
!
1
1
1 1
1
1
SEGMENT
3
I 0.�',40 I 40,001
��
0. i.�.�.
I 0.44
I 0. F?
} 0.49
I 9. Si I
8.80 1
0.00 l
REACH
1
I I I
I
I
1
I I
I
I
r
*** INPUT DATA SUMMARY **.:*
!
FLOW
I r.,R0T.1 I
NHOD I
D, 0. 1
I
CFS
I MG/L. I
MG/L. I
MG/L. I
!
SEGMENT 1 REACH I !
I !
I I
!
!
1
!
WASTE 1
0.039
1 54.000 1
0.000 1
6.000 1
HEADWATERS1
0.000
1 0.000 1
0.000 !
0.000 1
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFF * I
0.1.30
1 2.000 1
0.000 1
7.560 l
SEGMENT 1 REACH ? 1
1 1
1
!
WASTE 1
0. 001
1 92,000 1
0.000 1
6 * 000 !
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFF * 1
0*130
1 2,000 1
0.000 1
7.560 1

NPDES WASTE LOAD ALLOCATION
Facility Name:
En ineer
Date Rec.
#
TC_
112.L
Date: 11,50
Existing
Q
-ko L 0-r Xt 1
Permit No.: �3too IZo Pipe No.:
County: j2Si�/!a
Proposed
Design Capacity
(MGD
2 -Industrial (% of Flow):
Domestic/(% of Flow):
Receiving
Stream:��7-b.
!%LL `eEE�i Class:/
asin:
/Sub-
— / 4 NW ' '
�/���
ym—'ws,y
Reference
USGS Quad:C
-(Please attach) Requestor:•"
Regional Office
(CeiiNim tiw'gt m. if appliable, we to be Eel on the back of this form.)
Design Temp.: 2 r�� Drainage Area: tr V.�7 Avg. Streamflow:
7Q10: C1.0 cS Winter 7Q10: 30Q2:
Location of D.O.minimum (miles below outfall): o'G': Slope:
Velocity (fps): f 1 K1 (base e, per day, 200C): K2 (base e, per day, 200C): i2-rL
IJ•Myv1Q/t W`✓�TCiI
Effluent
Characteristics
Average
%4•
koeykct
Comments
ISO
l Ll
N
t2-
TES
3C)
6
5 U
Original Allocation
JI/
Allocation
I
Effluent Monthly
Characteristics I Average I Comments
Date(s) of Revision(s)
(Please attach previous allocation)
e�
By: 1 L-1 Reviewed By: y` �l Date: 3 ho cs _

•
96,
_Q
Creek I �.
_
zey
9ff7 TI I /
--- � -
l x
_ ._Bond l •• c _
974 -
r. •.� 993 ,
I White. •• .� ` �°` .4
/004 i Sn}1 I. /0O'1
'— • - 0/A /ola -'. - Uak Grove -- -
WESYElkN - `9s
/ohs Pleasant H6,ph:. g; • • o
Mt Pleasant,
Chas .•... ^ `>:
74
1979
r i = 9&
•e .Shoiase- e _
-. Temple •//♦<. `�.
A'T• ' � • � O /�� � . 1.- �'- ,. � 96 �; ' � . ..
Ch
k�
i:' "y.Oak �Gray O _ - w..Ctge 927
�f-- _t`945 _" a F�• ,' - --Cem- "." _ \ :' � "_ 7 �•.9Zv
951
B9T
Carver-
F
Sh
P21-
842
—sw/ r7' •.
\
9
o,.e
'16E0 OD0 FEET 17112'30"• 172 (WINSTON-SALEM LAST) 574 10,

MEMO.
TO:
DATE:
`�Cf/.UIaC SE-mvlcers
SUBJECT:
AY /26--2P4/---sT cauT��,os
FOSS /BLE /JlSCHff�� � /fiAa�
%f/E ��isck9.�F" GviCC /�CTur/CL1. �
oe6-;Z,P v cvoo0
7Q 16
�
-7
-
X
w"c c
O.� iz�Ulf�,E �p.O/ilO.UiiG /.Ul-!Y1✓�1-�710�
North Carolina Department of Natural
,,- Resources &Community Development

Requoist No
��ac��itU Name
Type of Waste
Statvs
Receivl.ng Strc.miom
Stream Class
Subbasin �
Cvunty �
Regional Office
Qequestor
Date of Requesx
Quad
WASTELOAD At I OCATI(:)N (--)PPRVVAL FOAM
SCARLET ACQES
DOME5TIC
PROPO�[�D
UT M11I CAEEK
� 03OT0/1
� FORSYTH
� WINSTON~SALEM
� .IJM WATSON
: C~1BHW
Drad.nage Area (s(:I ml.)
7Q10 (ofs>
Wintc)r 7Q1.0 (cfs)
@OQ2 (cfs)
Average Flow (ofm>
AECOMMENVI: :D 1: :FFLUENT LIMITS
.5�Ic 2 .
�
SUMMEA
WENTER
u��sn*flow (mQd
�
0.024
O.O.? I
5-11 BOD (mg/:I
3.6
30
Ammond.a NitroQ
rl (mQ/l) :
�3
Dissolved OxUQ
(mQ/l)
6
6
TSS <mg/l>
��
30
30
Fecal Culiform
(0/1.001al)
1000
1000
pM (SW)
����... ��.... . .... .... ...
.. ... ....... ... _.... ....
6~8.5
.... ..... ���������������������������,_����
6~8.5
.... .... .... .......... .... ....... ... -- CVMMENTS -~--~~~~~~~~.~~
�I+rT� ARLK FOR PP|�Y TO WMSTEFLOWS OF .01.35
QECOMMEND SINCE IT IS LOCATED) ABOVE
BE RFSULT OF DI15CHARGIE.K.
QJcnce No»*` F�_" ( i -2 ) °
.15
0.0
0.0
0.0
.15
AND .018 MGD.
A POND WHICH MAY
�A
Recommended by ~^ . Date.... ....
�6���-^
Aexiewed by�
Tech��/pport Superviso __ ~~~
Aegional Supervisn ipi~ ~~_
perm�t� 8 �ng�n��ering
�ate_
N.C.Dept. NRCO
jA0 17 1905
L_ '. ^
EnmiIMapagenen

PI ID
u- ram, �Ih
02. l�fil.1�,85
rDAZ
04
s 7dcv : 0�2 c•�s �' ' 'OOO�
C60b a Ito
�w 7p %V . C.
� �
Ilk
r`Aeo D
,S8 t, = DG
7G? ro = o
Qw Hoeg M�
�
I Qw = , oz q � , b►�S� , o�g
�a = G
CaCD = (to
DO = fo
JD-etj 6(Ac�+(
A(f �Vv\
_ 0' 0 c4s
41.5
1 S.
l

Wastle 0.039 1 54.000 1 0.000 „6.,000 ;
' Headwaters! 0.000 1 0.004,1 0.00P i 0.000 1
Tributary i' 0.000 1 0.000 1 0.000 1 0.000 !
je R !' 22 ` 0 000 ' 2 000 ' 0 000 ' 7 560 '
uno
--------------- ___________________________________________
.I
Segment 2 Reach 1 1 1 1 1 1
Waste 1 0.037 1 64.000 1 0.000 ! 6.000 1
Headwaters! 0.000 1 0.000 1 0.000 1 0.000 1
Tributary 1 0.000 ! 0.000 1 0.000 1 0.000 !
t Runoff 1 0.000 1 2.000 1 0.000 1 7.560 1
i'
.I
Segment 3 Reach 1 1 1 1 ! !
Waste 1 0.000 1 0.000 1 0.000 1 0.000 1
Headwaters! 0.000 1 0.000 1 0.000 1 0.000 1
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
t Runoff 1 0.130 1 2.000 1 0.000 1 7.560 1
11
_________________________________________________________
i.
Segment 3 Reach 2 1 It 3' 1 1
Waste 1 0.001 1 92.000 1 0.000 1 6.000 1
Triuutary 1 0.000 1 0.000 1 0.000 1 0.000 1
Runoff 1 0.130 1 2.000 ! 0.000 ! 7.560 1
i
Segoent 4 Reach 1 ! ! 1 1 1
Waste 1 0.004 11110.000 1 0.000 i 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 ! 0.000 1
# Runoff 1 0.130 ! 2.000 1 0.000 1 7.560 1
-------------- -------------------------------------------
Seguent 5 Reach 1 1 1 1 ! !
Waste 0.000 ! 0.000 1 0.000 1 0.000 1
Headwaters! 0.000 1 0.000 1 0.000 1 0.000 1
Triuutary 1 0.000 1 0.000 ! 0.000 It0.000 1
* Runoff ! 0.130 1 2.000 1 0.000 1 7.560 1
II
---------------------------------------------------------
Segment 6 Reach 1 1 ! 1 1 !
Waste 1 0.009 1 60.000 11 0.000 13 6.000 1
Headwaters! 0.000 1 0.000 1 0.000 1 0.000 1
Tribitary 1 0.000 1 0.000 1 0.000 1 0.000 1
Runoff 1 0.130 1 2.000 1 0.000 1 7.560 1
-------------IFI ------------------------------------------
Segment 6 Reach 2 ! 1 1 ! 1
Waste 1 0.001 1 58.000 13 0.000 1 6.000 1
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
11
Runoff 1 0.130 1 2.000 1 0.000 1 7.560 1
II
Segoent 7 Reach 1 1 Is! ! 1
Waste 1 0.000 It 0.000 1 0.000 ! 0.000 !
Headwaters! 0.000 1 0.000 1 0.000 1 0.000 1
Triuutary 1 0.000 1 0.000 1 0.000 1 0.000 1
Runoff 1 0.300 1 2.000 1 0.000 1 7.560 1
!I
Runoff flow is in efsleile

MODEL SUMMAAY
DATA
***
u n
�
*ece�
z
yt
u1n�I .'�
cx1::1Kn
�nream
u�ass �
0 �
u z
l
�31
ow | C8OU | N8O0 | D.O. |
fv | ug/l 11 my/l | mg/l |
Cnn
03070^l
C
0.O
0.0

Waste 1 0.039 1100.000 1 0.000 1 6.000 1
Headwaters 0.000 1 0.000 1 0.000 1 0.000 1
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
Runoff 1 0.130 1 2.000 1 0.000 1 7.560 1
Segeent 2 Reach 1 1 1 1 1 1
Waste 1 0.037 1110.000 1 0.000 1 6.000 1
Headwatersl 0.000 1 0.000 1 0.000 1 0.000 1
Tributary 1 0.000 0.000 1 0.000 1 0.000 1
S Runoff 1 0.130 2.000 1 0.000 1 7.560 1
-------------------------------------------
if
Segaent 3 Rea�ih 1 1
Was e 1 0.000 1 0.000 1 0.000 1 0.000 1
Hem waters 0.000 1 0.000 1 0.000 1 0.000 1
Tri utary 1 0.000 1 0.000 1 0.000 1 0.000 1
�C R noff 1 0.130 1 2.060 1 0.000 1 7.560
II
Segeent 3 Reach 2
Was ltIe 0.001 1 92.000 1 0.000 6.000 1
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
t Runoff 1 0.130 1 2.000 1 0.000 1 7.560 1
ii
----------------------------------------------------------
Segeent 9 Reach 1 1 1 1 1
Waste 1 0.004 1i10.000 1 0.000 1 6.000 1
Headwaters 0.000 1 0.000 1 -0.000 1 0.000 1
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
Runoff 1 0.130 1 2.000 1 0.000 1 7.560 1
I!
-----------------------------------------------------------
Segoent 5 Reach 1 1 1 1 1 1
Waste 1 0.000 1 0.000 1 0.000 1 0.000 1
Headwatersl 0.000 1 0.000 1 0.000 1 0.000 1
Triutary 1 0.000 1 0.000 1 0.000 1 0.000 1
* R noff 1 0.130 1 2.000 1 0.000 1 7.560 1
I
Segeent 6 Reach 1 1 1 1 1 1
Waste 1 0.009 1 60.000 1 0.000 1 6.000
Headwatersl 0.000 1 0.000 1 0.000 1 0.000 1
Tributary 1 0.000 1 0.000 1 0:000 1 0.000 1
Runoff 1 0.130 1 2.000 1 0.000 1 7.560 1
i,
Segaent 6 Reach 2 1 11 _ 1' 1
Wastte 1 0.001 1 58.000 1 0.000 1 6.000 1
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
* Runaff 1 0.130 1 2.000 1 0.000 1 7.560 1
---------------------------------------------------------
Segoent 7 Reach 1 1 1 1 1 1
Waste 1 0.404 1 0.000 1 0.000 1 0.00011
1
Headwaters! 0.000 1 0.000 1 0.000 1 0.000 1
it
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
II
Runoff 1 0.300 1 2.000 1 0.000 1 7.560 1
tl
off flow is in cfslaile

91, M C)1:)F.:I... S U M M A 1: y 1:) n'T*A *•=1(�1(
I:):i. t:tr.::1•ti:t.I.,g ei' �ii:l1F.I...I:::"i' �t::I;I":t:i i�il II:; �:it.tl:�l:}s:t.!:►:i. it ()::3()'7()/1
Ir;er.::r;, J. v J. t•t �3 "i i, �''r:,ii3.��t l.J"i' M A:I...I... (::Fti1I:::I:::IC S t resuttt C%0:I. is to (::
l:)r, �;, :i. t;l t i T'r• to I:� r:� r' i:t. i, �.t ►' :� 2;:) {' C', "3 () (42
1LENGTHISLOPE I VELOCITY WEPTH 1 K1 1 K1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR
1 Bile 1ft/Bi 1 fos 1 ft 1 /dart 1 @200 1 Mau 1 @200 1 /dau 1 @200 1 /dau 1 @200 1
1 I ii 1 I 1 1 1 1 1 1 1 I
Segeent 1 1 0.251 67.O0 0.100 1 0.16 1 0.91 1 0.72 :13.45 1 12.061 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1
I
Segeent 2 1 0.351 86.00� 0.100 1 0.16 1 0.92 1 0.73 117.26 1 15.48: 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 11 1 1 1 1 1 1 1 1 1 1
I
1 1 1 1 I 1 1 1 1 1 I i 1
Seg-sent 3 1 0.401 25.001 0.100 1 0.26 1 0.63 1 0.50 1 5.02 1 4.501 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1
f.
------------------------------------------------------------------- -------------------------------
1 I i 1 , 1 1 1 I 1 1 I 1
1 , � , I I 1 1 1 1 1 I ,
Sepent 3 1 0.201 57.O01 0.100 1 0.31 1 0.69 1 0.54 111.44 1 10.261 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 =, 1 1 1 1 1 1 1 1 1 1
I'
I'
1 1 1 /
1 1 1 i i 1
Segeent 4 1 0.701 57.001 0.100 1 0.18 1 0.85 1 0.68 111.44 1 10.261 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1[ 1 1 1 1 1 1 1 1 1 1
I
-----------------------------------------------------------------------------------------------------
I'
1 1 i I
1 t 1 i 1 1 1 1 1 1 I I 1
i
5egaent 5 1 0.401 40.001 0.100 1 0.43 1 0.59 1 0.47 1 8.03 1 7.201 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1
I
I I I 1 I 1 1 1 1 1 1 1 1
I I 1 1 I 1 I 1 1 1 1 I 1
Segaent 6 1 0.201120.001 0.100 1 0.12 1 1.07 1 0.85 124.08 1 21.601 0.00 ; 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1
------------------------- I{ -------------------------------------------------------------------------
1 1 II I 1 1 I 1 1 1 1 1 1
5egaent 6 1 0.601 73.001 0.100 1 0.22 1 0.78 1 0.62 114.65 1 13.141 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1 1
---------------------------=-------------------------------------------------------------------------
I 1 1
1 1 I i 1 1 1 ► 1 1 1 1 1
Seguent 7 1 2.301 22.001 0.095 1 0.73 1 0.50 1 0.40 1 1.83 1 1.641 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1
**R( :I:Nl:)l.J'T' I:)nTe''1 SUl"IMhI Y **'*
1 Flaw 1 CBOD 1 NBOD 1 D.O. 1
i 1 cfs 1 Bgll 1 agll 1 ®g11 1
---------------------------------------------------

o '
ARMY
+ .
TF-11":
WI ... 0 F'OR SERS",
ENT 2 P11EACIIII.-I :1. 1 S 0 MGM.
OF NBOD
MUCH 30 LOCATES:
304 REACH NUMBER 1.
TIAEK
D . C) . WIN . OF"!
1511KONIHN'T 5 1'S 7 . :1. S M 01 /L.
"8
WHICH %S LOCATEw IN AEAsH NUMBEA
THE
WLA FOA
AEA�H
1
IS V OF CBOD
THE
WLA FOQ S 5
AEA[�|
1
%S 0 MQ/L OF NBOD
THE
AEgNIAED EFFLUENT
D.O. IS
0
MG/L
ru�
uAC*.rr,,/m./ rur",oruc
nk
o",^^ru , `C. o wcn

--- -_----~------__'------------------
THE 6.00 MAIL.
TMI ENT MILEPOINT 0.00
WHICH BEA 1
THE WLA FO AEACH 1 IS 60 MG./I.- OF CBOD
THE WLA F AE-0CH J. %S 0 MGM. OF NBOD
THE AEQUIAED E D.O. IS 6 MQ/L
~~~~~~
.... .... .................... ............. .... ................. --.................................... ............................................................................. ................................................................... .......................