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_ STORItit� E3RA�N�CE _
- �`E�HNtCA� INFQRM�TION REP4RT
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F�entor�, 1tt(ashington .
Date: November 17, 2000 � p.t� F. AD
Revised July 17, 2001 Q''of wA.s,c�tc '
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Prepared for: � �,
VECTRA, LLC `�
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Prepared by: David E. Bockrath ,
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POE Engineering, Inc. ��
CIVIL & STRUCTURAL ENGINEERING/CONSULTtNG
1314 8th Street NE, Suite 102 �
Auburn, WA 98002
(253) 833-4052
POE JOB NO. 99-037
2 93�
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POE Engineering, Inc. ,,oe 99- 031
Civil & Structural Engineering/Consulting
1314 8th Street NE, Suite 102 SHEET NO. OF
Auburn, WA 98002 CALCULATED BY �� DATE ��T,�
(253) 833-4052 FAX (253) 833-4053
CHECKED BY DATE
SCALE
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D Pfi00UCT 207
• 6/7/O1 12 : 15 :34 am Poe Engineering Inc . page 1
BASIN RESULT SUNIlKARY
BASIN -----VOI,UMB---- -RATB- ----TIM3----- Hydrograph Area
ID ---cf-- Ac-ft --cfs- -min- hours Methodology Acres
DBV10 28420 0,65 1.75 480 8.00 SB�H Method 3.22
DBV100 40323 0.93 2,41 480 5.00 SBOH Method 3.22
DBV2 18388 0.42 1,14 480 8.00 SBUH Method 3.22
&%10 20279 0.47 1.14 480 B.00 SBUH Method 3.21
B%100 30660 0.70 1,11 480 8.00 SBUH Method 3.21
Bg2 11576 0.27 0.61 480 8.00 SBOH t�ethod 3.21
TBSC100 29841 0.69 1.67 480 8.00 SBUH Methad 3.23
TBSC2 10619 0.24 0.52 480 B.00 SBOE Method 3.23
WQ 10629 D.24 0.66 480 B.00 SBOH Method 3.22
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6/7/O1 12 : 36 :55 am Poe Engineering Inc . page 1
---------------------------------------------------------------------
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BASIN SUMMARY
BASIN ID: DEV10 NAME : DEVELOPED 10 YR
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 3 .22 Acres BASEFLOWS : 0 .00 cfs
RAINFALL TYPE . . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 2 . 90 inches ARER. . : 0 . 70 Acres 2 . 52 Acres
TIME INTERVAL. . . . : 10 .00 min CN. . . . : 86 . 00 98 . 00
TC. . . . . 6 . 00 min 6 . 00 min
ABSTRACTION COEFF: 0 .20
TcReach - Sheet L: 250 .00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120
PEAK R.ATE : 1 .75 cfs VOL: 0 . 65 Ac-ft TIME : 480 min
BASIN ID: DEV100 NAME : DEVELOPED 100 YR
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 3 . 22 Acres BASEFLOWS : 0 . 00 cfs
RAINFALL TYPE . . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 3 . 90 inches AREA. . : 0 .57 Acres 2 . 65 Acres
TIME INTERVAL. . . . : 10 .00 min CN. . . . : 86 . 00 98 . 00
TC. . . . . 6 . 00 min 6 . 00 min
ABSTRACTION COEFF: 0 .20
TcReach - Sheet L: 250 .00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120
PEAK R.ATE: 2 .47 cfs VOL: 0 . 93 Ac-ft TIME : 480 min
BASIN ID: DEV2 NAME: DEVELOPED 2 YR
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 3 .22 Acres BASEFLOWS : 0 . 00 cfs
RAINFALL TYPE . . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 2 .00 inches AREA. . : 0 . 70 Acres 2 . 52 Acres
TIME INTERVAL. . . . : 10 .00 min CN. . . . : 86 . 00 98 . 00
TC. . . . . 6 . 00 min 6 . 00 min
ABSTRACTION COEFF: 0 .20
TcReach - Sheet L: 250 .00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120
PEAK RATE : 1 .14 cfs VOL: 0 .42 Ac-ft TIME : 480 min
BASIN ID: EX10 NAME: EXISTING 10 YR
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 3 .21 Acres BASEFLOWS : 0 . 00 cfs
RAINFALL TYPE . . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 2 . 90 inches AREA. . : 2 .56 Acres 0 . 65 Acres
TIME INTERVAL. . . . : 10 .00 min CN. . . . : 85 . 00 98 . 00
TC. . . . . 13 . 14 min 6 . 00 min
ABSTRACTION COEFF: 0 .20
TcReach - Sheet L: 250 .00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120
PEAK RATE : 1 . 14 cfs VOL: 0 .47 Ac-ft TIME : 480 min
. . 6/7/O1 12 : 36 :55 am Poe Engineering Inc . page 2
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BAS IN SUNIIKARY
BASIN ID: EX100 NAME: EXISTING 100 YR
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 3 .21 Acres BASEFLOWS : 0 . 00 cfs
R.AINFALL TYPE. . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 3 .90 inches AREA. . : 2 .56 Acres 0 . 65 Acres
TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 85 .00 98 . 00
TC. . . . . 13 . 14 min 6 . 00 min �
ABSTRACTION COEFF: 0 .20 �
TcReach - Sheet L: 250 .00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120 ,
PEAK RATE: 1 .77 cfs VOL: 0 . 70 Ac-ft TIME : 480 min
BASIN ID: EX2 NAME : EXISTING 2 YR ��
SBUH METHODOLOGY ,
TOTAL AREA. . . . . . . : 3 .21 Acres BASEFLOWS : 0 .00 cfs
R.AINFALL TYPE. . . . : TYPElA PERV IMP �
PRECIPITATION. . . . : 2 . 00 inches AREA. . : 2 . 56 Acres 0 . 65 Acres
TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 85 . 00 98 . 00
TC. . . . . 13 . 14 min 6 . 00 min
ABSTRACTION COEFF: 0 .20
TcReach - Sheet L: 250 .00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120 �
PEAK RATE: 0 . 61 cfs VOL: 0 .27 Ac-ft TIME : 480 min ��
BASIN ID: TESC100 NAME: TESC FOR 100 YEA.R I�
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 3 .23 Acres BASEFLOWS : 0 . 00 cfs
R.AINFALL TYPE . . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 3 . 90 inches AREA. . : 3 .23 Acres 0 . 00 Acres
TIME INTERVAL. . . . : 10 .00 min CN. . . . : 87 . 00 0 . 00
TC. . . . . 15 . 00 min 0 . 00 min
ABSTRACTION COEFF: 0 . 20
TcReach - Sheet L: 250 . 00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120
PEAK R.ATE : 1 .67 cfs VOL: 0 . 69 Ac-ft TIME: 480 min
BASIN ID: TESC2 NAME: TESC FOR 2 YEAR
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 3 .23 Acres BASEFLOWS : 0 . 00 cfs
RAINFALL TYPE. . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 2 .00 inches AREA. . : 3 .23 Acres 0 . 00 Acres
TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 87 . 00 0 . 00
TC. . . . . 15 . 00 min 0 . 00 min
ABSTRACTION COEFF: 0 .20
TcReach - Sheet L: 250 .00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120
PEAK RATE : 0 .52 cfs VOL: 0 .24 Ac-ft TIME : 480 min
,POE Engineering, Inc. �oe
Civil & Structural Engineering/Consulting
1314 8th Street NE, Suite 102 SHEETNO. OF
Auburn, WA 98002 CALCULATED BV DATE
(253) 833-4052 FAX (253) 833-4053
CHECKED BY DATE
SCALE
�'�511� �J�tS�c�
I���1� .�t--.pe.,�v:ax
�c�dL�x, � Sw = 6a7c sF - o� I b Ht-��s
�r�� � s/�
�r�.�.r�s ��.� = I 9 bo s F = o.oy s �c,c�-s
s-�s t s1w
I�Ti�-� = 0. ZoZ �.c�S
' �X�sT��c,� �5,�� = �t r�-1 = ���l �C.�S
�c rv`�c� = I � ,��i� SF - O.27 A<-tL�S
1�,�.r v'�.�s = 2.3,7 Sa 5F = � . �`t �-(�S
�
��ve1� ��T�
��N��S = �, a� �C{�S
.��pe�v,� = o.'�y �ct�S
D PRODUCT 207
. 7/17/O1 9 :29 :55 am Poe Engineering Inc . page 1
BASIN SUMMARY
BASIN ID: DEV10-0 NAME : DEVELOPED 10 YR (OFFSITE)
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 0 . 81 Acres BASEFLOWS : 0 . 00 cfs
RAINFALL TYPE . . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 2 .90 inches AREA. . : 0 . 07 Acres 0 . 74 Acres
TIME INTERVAL. . . . : 10 .00 min CN. . . . : 86 . 00 98 . 00
TC. . . . . 6 . 00 min 6 . 00 min
ABSTRACTION COEFF : 0 .20
TcReach - Sheet L: 250 .00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120
PEAK RATE : 0 .47 cfs VOL: 0 . 17 Ac-ft TIME: 480 min
BASIN ID: DEV100-0 NAME : DEVELOPED 100 YR (OFFSITE)
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 0 . 81 Acres BASEFLOWS : 0 .00 cfs
RAINFALL TYPE . . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 3 .90 inches AREA. . : 0 . 07 Acres 0 . 74 Acres
TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00
TC. . . . . 6 . 00 min 6 . 00 mir_
ABSTRACTION COEFF: 0 .20
TcReach - Sheet L: 250 .00 ns : 0 .0500 p2yr: 2 . 00 s :0 . 01�
PEAK RATE : 0 . 64 cfs VOL: 0 .24 AC-ft TIME : ��0 -
BASIN ID: DEV2-0 NAME: DEVELOPED 2 YR (OFFSITE;
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 0 . 81 Acres BASEFLOWS : 0 . 00 cfs
RAINFALL TYPE . . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 2 . 00 inches AREA. . : 0 .07 Acres 0 . 74 Acres
TIME INTERVAL. . . . : 10 .00 min CN. . . . : 86 . 00 98 . 00
TC. . . . . 6 . 00 min 6 . 00 min
ABSTR.ACTION COEFF: 0 .20
TcReach - Sheet L: 250 . 00 ns : 0 .0500 p2yr: 2 . 00 s : 0 . 0120
PEAK RATE: 0 .31 Cfs VOL: 0 .11 Ac-ft TIME : 480 min
BASIN ID: EX10-0 NAME: EXISTING 10 YR (OFFSITE)
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 0 .81 Acres BASEFLOWS : 0 .00 cfs
RAINFALL TYPE. . . . : TYPElA PERV IMP
PRECZPITATION. . . . : 2 . 90 inches AREA. . : 0 .27 Acres 0 . 54 Acres
TIME INTERVAL. . . . : 10 .00 min CN. . . . : 85 . 00 98 . 00
TC. . . . . 6 . 00 min 6 . 00 min
ABSTRACTION COEFF: 0 .20
TcReach - Sheet L: 250 .00 ns :0 . 0500 p2yr: 2 . 00 s : 0 .0120
PEAK RATE : 0 .41 Cfs VOL : 0 .15 Ac-ft TIME : 480 min
. 7/17/O1 9 :29 : 55 am Poe Engineering Inc . page 2
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BASIN SUMMARY
BASIN ID : EX100-O NAME ; EXISTING 100 YR (OFFSITE)
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 0 . 81 Acres BASEFLOWS : 0 .00 cfs
RAINFALL TYPE. . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 3 .90 inches AREA. . : 0 . 27 Acres 0 . 54 Acres
TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 85 . 00 98 . 00
TC. . . . . 6 . 00 min 6 . 00 min
ABSTR.ACTION COEFF: 0 .20
TcReach - Sheet L: 250 . 00 ns : 0 .0500 p2yr: 2 . 00 s : 0 .0120
PEAK RATE : 0 .58 Cfs VOL: 0 .22 Ac-ft TIME : 480 min
BASIN ID: fiX2-0 NAME: EXISTING 2 YR (OFFSITE)
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 0 . 81 Acres BASEFLOWS : 0 . 00 cfs
RAINFALL TYPE. . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 2 . 00 inches AREA. . : 0 .27 Acres 0 . 54 Acres
TIME INTERVAL. . . . : 10 .00 min CN. . . . : 85 . 00 98 . 00
TC . . . . . 6 . 00 min 6 . 00 min
ABSTRACTION COEFF: 0 .20
TcReach - Sheet L: 250 .00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120
PEAK RATE : 0 .26 cfs VOL: 0 . 10 Ac-ft TIME : 480 min
✓�( Z = b� Zlo _ c� oS C�S
��� Z.. = C�� � 1
��C ! o _ c� � �1 l ; o, c�� C�S
�-v �� =v, �-1�
� ?� �oa = �, S� _ v, o� C�S
1�� i�� _ o�to`f
� �,�Zj�x.� �.s�.� (,o�n -S��� > i�`/
.�
��r,� �1-mc��S � � �'-`�-���, `�-h��
��(�C'� �� r�1c� .
' POE Engineering, Inc. �oB
Civil & Structural Engineering/Consulting
SHEEi NO. OF
1314 8th Street NE, Suite 102
Auburn, WA 98002 CALCULATED BY DATE
(253) 833-4052 FAX (253) 833-4053
CHECKED BY DATE
SCALE
m�n� ��-�� F�W S
���s���� 2 y�r�� _ �, � � c�s - c�. oS = � , S't�
�x�si`��5 /� �/��-� = I , I`I c�=S - o . c�� = I � c�-1
�1��sT��,� )�� y���� - � ,�� c�S - d .c� � 1 ,� I
�
I
I
�.
D PRODUCT2�'
. �
6/7/O1 12 :36 :55 am Poe Engineering Inc . page 3
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BASIN SUMMARY
BASIN ID: WQ NAME: WATER QUALITY
SBUH MFTHODOLOGY
TOTAL AREA. . . . . . . : 3 .22 Acres BASEFLOWS : 0 . 00 cfs
RAINFALL TYPE . . . . : TYPElA PERV IMP
PRECIPITATION. . . . : � 1 . 28 inches . AREA. . : 0 .70 Acres 2 . 52 Acres
TIME INTERVAL. . . . : " 10 .00 min ' CN. . . . : 86 .00 98 .00
TC. . . . . 6 . 00 min 6 . 00 min
ABSTRACTION COEFF: 0 .20
TcReach - Sheet L: 250 .00 ns : 0 . 05 0 p2yr: 2 .00 s : 0 . 0120
PEAK R.ATE : 0 .66 cfs VOL: 0 .24 c-ft TIME: 480 min
Y�
1�
��
. Q � I
�
�I
, KING COL' ` TY, �vASHI � GTO �, StiRFACE W � TER DESIG � Lf .� �lUaL
T,�BCE 3.�._'(3 SCS tv�STER� Si�'.-��H;��vTO:� RU�OFF C(,RVE :�IJ�IBER�
SCS 4'a�STc'�`: 'P;�.S�INv��N RUNOF� CURVE NUMSEnS (P��liS�cr' by S:,S in t S"c2)
R�;ne�; cur�e nur.ba-; �cr se!_c:ed ayricult;�ra(, s�burban and ur�zr 'ard use `cr Type t,=, I
.� rair�all dis;r:c�.i�c. 2=-;^c�r s;crm duration. �
CUrV� fVU�'�E?,� 8'f �
r���nc�oc�c s�,c���
�„vc us� o��C�ir��Cr� �, a G
Cui:rfe;y' land(t;: wir,;_r c�r�C'icn I � g; c: g�
Mo�^cain oc�n zre.=s Icw ;,-��Nir.g br;;s;� ard 5rass;ar.ds 7, fi2 �? �Z�
�
M2:.''.Cw Of rc5�::f2: I � i8 C� �? I
{
`Nccr or ';:r�s: lZnc: uncis;�_r��� �r cl�=r sacor� Grow�n �2 6� 7� 8;
µlcod er fcras: f2:td: yCL�Q sacond g�owth o�br�sn �� 72 fit �5 '
Crcrtzrd: wi'tr* Cav�r cra0 $t gg c? c4
Cj��r �v�CBS� ic'vY^$, �i'F.S, Cy'Oli C�Ui�GS, ..�!..c��fi?$, I
�c:'1C5:.:_�IrC,s.
i '
go� c�rc�ticr.: s�,:,; _�v=r cr 75°� O
or „�c'� �� :n? _::.� c�; �-: _,
fa:r c�nc'i;,�^. �r=�s .,��.5r or �v��
( ;� -�'� o' �^= ar�� i 7- 85 S� S2 I I
I Gr= c. r:c•_5 c�:C =''.��"e IcCS l -� cj �_ _t I
� �Ir,��c=5 _'C �"i�^1`1 'CCj I 1"J �^ C� i
I .._ ..
I
IIrc=-�ic�.s s�r=c�s. :.2var�r. rCc,:;. _..-. `__ _ i ca c^ cy c�_ I
C�:7G �NC -� lC�. IC1� K'7 _�. �cres, ':c. i t;,� i�,;� , _ 1�_
� � +- � .�
� J��:_ � =a. ,tiv '.2.5�..3,C.�i (c;
�
i
r�� �vj
J'�`�ciii�y �:"(i� :5� nC"? � !i-':,��1IC1:5
1.Q CU/G„ t5 S2o�ra:=_ urre r��n'��r
i.� Cl.'jG�. 20 Shdll G? 5c!E.r.:�
Z.0 CU/��. 25 for pe�vio�5 _n� .
2.5 Dll;C,=. 3G imF�rJia�s pa,�.iCn
3.� Dli/G�, 3- cr [Na ;ite or basin
�.5 DU/C� 38
4.J CU/C� �2
4.� ou;c,=, �s
s.o �u;c�, �a
�.s ov/c,a so
6.0 ou�c,� s2
6.5 GU;G.� 54
7.0 GU/C� �o" _
P!annc-d unit dev�locrer.ts, °a impervio�s
cordeniniuns, 2Feri�E^:s, me:s: be camp�rt�
conrerci2! bus;ness and
ind�stria! ar�zs.
(1) ror a more deailed descriptior o� a�;ricuitural Iard use curve rsumt�ers refer ta National �ngine�ring
F�andbock, Se��:on a, Hydro(cgy. Cha�ter 4, August 1972.
(2) Assumes roc; anc� drivew�y r�rc:� is dirac;� in[o s.re�t�5i0R1'I 5y5:2f'1.
(;;) T:�e rer,.air.iry^ pe;vic�s ar2_s (law�n) a�e �cr;sider� to be in ^yccd con�iticn `cr ;h2sa c�r�e numbers.
:'� 3.�.?-3 . 11/92
_____ __ _ __ ___
' K'ING COL' �1TY, WASHINGTON, SURFACE WATER DESIGN h1ANL' AL
' '{2) CN values can be ar2a weighted when they appiy to pervious areas of similar CN's (within 20
CN poinis). However, hign CN areas should not be combined with low CN areas (uniess the
low CN areas are less than 15% of the subbasin}. In this case, separate hydrographs should be
generated and summed to form one hydrograph.
FIGliRE 3.5 'A HYDROLOCIC SOIL GROUP OF THE SOILS �:Y KING COLmTY
HYDRGIOG�C HYDROLOG(C
SOIL GROUP GROUP' SOIL GROUP CFiOUP`
;,Ider�vood C Orcas Peat D
Aren.s, Alder�vood Material C Oridia D
Arer,ts, Everer h",aterial B Ovall C
8eausit2 C Pifch�;ck C
6e!(;ngham D Puget D
Briscoi D Puy211up B
Buckley D Ragnar B
Coas:al Beaches Variable P,2ntcn D
Ea�mont Sift Loam D Fiver�rash Vari2ble
Edgewick C SaI2( C
Everatt A B �ammamish D
Indianola A Sa�::le D
Kitsa� C Sh2car D
K:a�s C Si Silt C '
hlixed Alluvial Lard Variable Snohomish D
Neilton t� Sultan C
Newberg B Tuh.vila
Ncoks2ch C Urb2n Jar��
Normai San�y Lo2m D W�o�irv;lle I
4�YCROLOGIC SOIL GROl7P Ct.,�.SStFiCAT(ONS -
!
A. (Lcw runoj pctential). Soils E�ving high iniil,ration rates, even wh2n thorough(y wetted, and consisting �
chiefty of de�p, wef(-:o�xc2ssively drained s2nds or grav2!s. Thes2 soiis have a hiCh rate of wai2r
transmiss�cn.
B. (Moderately low runof` potential). Soils having moderate infit;ration rates when thoroughly wered, and
consis:irg chieHy of modertefy fine to moderate(y caarse textures. These sols have a moderate rate cf
wa:er transmission.
C. (�,1od2rat2ly high runoifi petentiai). So1s having slow infiltration rates when thoroughiy wetted, and
consisting chiefly of soils with a layer that impedes downward movement of water, o� soils with moceratefy
fine to fine textures. These sols have a slow rate of water transmission.
D. (High runoff potential). Sols having very slow infiltration rates when thoroughiy wetted and consisting
chiefly oF clay soits with a high swelling potential, sols wi;h 2 permanent high water tab(e, soils with a
hardpan or ciay layer at c�near the surface, and shaflow soiis over nearfy impervious materiaf. These soils
have a very slow rate of water transmission.
• From SCS, TR-55, Second Edition, June 1986, Exhibit A-1. Revisio�s made from SCS, Soil Interpretation
Record, Form #5, September 19E8.
� 3.5.2-2 11/92
)F AGR'tCliL7'L'RE
�N SERVICE
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KING COUYTY, WAS HINGTOY, S ti RF ,� CE W ATE R DESIGN MANUAL I
FIGURE 3.�.1C 2-YE�R 2�-HOUR ISOPLL:tiT.�LS
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2-YEAR 24-HOUR PRECl�1�'A�'i0� � � ' a< .� -' - 4 ,\�"Y � ����rr
,3.4r' ISOPLUVIALS OF 2-YEAR 24-HOUR � �► �, ' ' ' ' ' " _ ,�/ � �5
�r TOTAL PRECfPITATiON IN INCHES � �`t`� � • � �
; �•'�,.� �1' -
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KING COli NTY, W AS HINGTON, S URFACE WATER DESIGN �1ANli AL
J
FI liRE 35.1E 10-YEAR 24-K � ' I!
G OUR ISOPLLtiI�LS
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� r � �
e.ou��s I
� 3.4r ISOPLUVIALS OF 10-YEAR 24-HOU�i �� ', �
TOTAL PRECIP1TATiON !N iNCHES 3� _ � !
� 3� cL� ' � _ ��` ` '� II�
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. KING COUVTY, W :� S HINGTON, S URFACE �VATER DESIGN M ANU ?� L
FIGURE 3.�.1H 100-YE�.R ?-i-HOliR ISOPLL:Vi:�LS I'
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00—YEAR 24-�l�iJR �R�C�P�TAT1C�i� � `� ? � . ' ' ;'.,�; •. ; � f � � , .F�
�� ;�,� i � � �% ,� • � ,�`'-=r
i 3.4�--�1SOPLUVIALS OF 104-YEaR 24HOUR '� � ` ' _ , °
TOTAL PRECIPITATION IN INCHES � Q�� '!"� '~ '``=� � 5'�
, �
i Ci� �, a..,
�' �"� i �%" �
0 I 2 3 4 5 6 7 B Mlles � 'l -/�
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_'- �
, KIN�G COUNTY, W.�. SHINGTON, SURFACE WATER DESIGN MANUAL
(3) Separate CN values mus� U� s2lectea �cr the �ervious ard '+mpervious areas of an urban basin or
subbasin. For single famiiy resid�rtial araas the percent impervious given in Table 3.5.2� shall be
used to compute the r2spect�ve pervious and impervious areas. For proposed commerciais,
P.U.D.'s etc., the percent imae:vious must be ccmo�ted from the site plan. For all other land uses
the percent impervious must be estim?ted from best availabls aerial topography and/or field
reconnaissance. The pervious area CN valu� shall be a weighied average of all the pervious area ,
CN's within the subbasin. The impervious ar�a CN value snall be 98.
�
(4) For storm duration ather than 2^� hours, an adjUstment must he made to the CN values given in I,
Table 3.5.26. Based o�� information obtaine� from SCS, the foilowing equation shall be used for I
adjusting these C�I's fcr the 7-day design storm: '
CN = 0.1549 CN + 0.845i (tCN2'ss/631.8) + 15j i
7-day �i
Example: The foilowing is ar examNl� af �cw C�� vai�es a�2 seie�,ed for a sample project. I'
Select CN's for the fcllcwirg d2v�;aLr���nt:
Existing Land Use-- fo�ast !u^�is.ur�:;e�j '
Future Land Use -- ;asiC=�^::;;; Nlat ,3.n �U/GA; '
Basin Siz2 -- �0 �c�es '
Soil Type -- SO?o �.'eer,�,cr�, ��°� �:uanar
Table 3.5.2A shows #Y��r r'.den?:o��d :ci! ���;^�,zgs '� .i�� '�" ;�;�d��l�gi� so�i group a�d Ragnar soil belongs
to the "S" group. Tn�re��re, �c� _^� e,<:s�:�c c����stie,, �;•�'s �:�# 7� an� � ara ��ad from Tabie 3.5.28 and
area weightetf to obtai� a �1= �•�!�..:: •�i ' . �=or ;r::� •�::�,�+��r_-c� �cn���ticn wiTr 3.E CU jGA the percent
impervious of 38 percnnt IS ;�:.� �i��c�.: , ��� ^3C�� .`_'•.�.t�. �i:i i,'S�'� t� �omaute pervioGs and impar�ious
areas ofi 6.1 acres and -?.9 ac�cJJ pJVG:.i�v�tV. i s�: ��.s ±C`:� Q� �c�^iiOl;S 8fc'8 consists ot yards and lawns
covering the same pro�or;o-� :T :ziGcr'�'J�•Gd n��e ��g^a; �ai( (�G �ercent and 20 percent res,�ectively).
Therefcre, CN'S Cf 50 8^�: �� ?i� �?�" ...�:T: �a:,- _ _�Y 3f1� �i.2 'N2!C;�iF�r� tG obta?n a psrvicus area CN
vaiue of 89. ?he im�er��ricus a;uu �:'�-'•i"',: ,,, ..v. 1:1� �"���ait O; ii:iS 8X3P';:,ip 3f� SUfT]ff1�f1Z@d below:
On-Site Conditicr, �•;i�� ��v=�lr�e�
Land us2 , �,�s. t��s�dQnt:a;
Pervious area �0 ac. �.? :c.
CN of pervious area 7�: 89 ,
Impervious area 0 �:: 3.9 ac
CN of impervious area -- 98
SCS Curve Numb�f E�va�iens
The rain�all-runoff 2q�.atio.r,s c? the SCS cU�va ;;�:,;,�^�r �-�a7hOC� rel2tes a la�d area's runoff depth
(precipitation excess) to i��e prac:o�t�:ticn �r i P.r2jv8S ard to its natural storage capacity, as follows:
Qd = (P� - 0.2S?z /l,r� - O.�S;�c� �„ > G.2S
and Qd = 0 *,r �:; < G.2S
where
Qd = runofif depth in i�c�es c��2r ;na ar�a,
PR = precipitatien depth :n :r�cr�es ov�r th� ar�a, a^�
S = potential maY�r-::;m naturai �etQnti,�cz, in ir�^es ev�r the area,
due to infii?raiios, s;or�ge, s#c.
3.5.2-4 1/90
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
- � �
where �',
T� = time of concentration (min), and
m = number of flow segments .-•
Sheet Fiow: Sheet flow is flow over plane surfaces. It usuaily occurs in the headwater of streams. With 'i
sheet flow, the friction value (n� (a modified Manning's effective roughness coefficient that includes the i
effect of raindrop impact; drag over the piane surface; obstacles such as litte�, crop ridges, and rocks; and I
erosion and transportation of sediment) is used. These n,values are for very shallow flow depths of about
0.1 foot and are only used for travel lengths up to 300 feet. Table 3.5.2.0 gives Manning's n,values for '�
sheet flow for various surface conditions. - _ ;
I
For sheet flow up to 300 feet, use Manning's kinematic solution to directly compute T,: �
Sheet flow: Tt = a.42 (n,L)°�8
�Pz) o.s �SD� o.r . '�
- where
T� = travel time (min),
n, = sheet flow Manning's effective roughness coefficient (from Table 3.52C),
L = flow length (ft),
P2 = 2-year, 24-hour rainfall (irt), (see Figure 3.5.1 C) and
so = slope of hydraulic grade line (land slope, ft/ft)
Velocity Equation .
A commonly used method of computing average velocity of flow, once it has measurable depth, is the
following equation: -
V = k �
where:
V = velocity (ft/s) '
k = time of concentration velocity factor (ftJs)
so = slope of flow path (ft/ft)
"k" is computed for various land covers and channel characteristics with assumptions made for hydraulic
radius using the following rearrangement of Manning's equation:
k = (1.49 (R} o.ea� ����
where
R = an assumed hydraulic radius
n = Manning's roughness coefficient for open channel�flow (from Table 4.3.76 in Chapter 4)
3.5.2-6 1/90
,KIN � COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
Shallow Concentrated Flow: After a maximum of 300 feet, sheet flow is assumed to become shallow
concentrated flow. The average velocity for this flow can be calculated using the k, values from Table
3.5.2C in which average velocity is a function of watercourse siope and type of channei. After computing
the average velocity using the Velocity Equation above, the travei time (T,) for the shallow concentrated
flow segment can be computed using the Travel Time Equation described above.
Open Channei Flow: Open channeis are assumed to begin where surveyed cross section information
has been obtained, where channels are visible on aerial photographs, or where lines indicating streams
appear (in blue) on United States Geological Survey (USGS) quadrangle sheets. The k� values from Table
3.5.2C used in the Velocity Equation above or water surface profile information can be used to estimate
average flow velociry. Average flow velocity is usually determined for bank-full conditions. After average ,
velocity is computed the travel time (f,) for the channel segment can be computed using the T�avel Time
Equation above.
Lakes or Wetlands: Sometimes it is necessary to estimate the velocity of flow through a lake or wetland
at the outlet of a watershed. This travel time is normally very small and can be assumed as zero. Where
significant attenuation may occur due to storage effects, the flows should be routed using the "level pool
routing" technique described in Section 3.5.4.
Limitations: The following limitations apply in estimating travel time (T�). '
o Manning's kinematic solution should not be used for sheet flow longer than 300 feet.
o In watersheds with storm sewers, carefully identify the appropriate hydraulic flow path to estimate T�.
Storm sewers generally handle only a small portion of a large event. The rest of the peak flow �
travels by streets, lawns, and so on, to the outlet. Consult a standard hydraulics textbook to
determine average velocity in pipes for either pressure or nonpressure flow. I,
o A culvert or bridge can act as a reservoir outlet if there is significan: storage behind it. A
hydrograph should be developed to this point and the "levef pool routing" technique described in
Section 3.5.4 should be used to determine the outflow rating curve through the culvert or bridge.
Example: The following is an example of travel time and time of concentration calculations. .
Given: An existing drainage basin having a selected flow route composed of the following 5 segments:
(Note: Drainage basin is in Federal Way and has a PZ = 2.1 inches, from Figure 3.5.1C.)
Segment 1: L = 200 ft, Forest with dense brush (sheet flow)
so = 0.03 ft/ft, n, = 0.80
Segment 2: L = 30d ft, Pasture (shallow concentrated flow)
so = 0.04 ft/ft, ks = 11
Segment 3: L = 50 ft, Small pond (year around)
s, = 0.00 ft/ft, k� = 0
Segment 4: L = 300 ft, Grassed waterway (intermittent channel)
S, = 0.05, k� = 17
Segment 5: L = 500 ft, Grass-lined stream (continuous)
so = 0.02, k� = 27
3.5.2-8 1/90
KING COUNTY, WASHII�' GTON, SURFACE WATER DESIGN MANUAL
Calculate travel times (T,'s) for each reach and then sum them to calculate the drainage basin time of
concentration (T�). -
Segment 1: Sheet flow, T� = 0.42 (n,L) o.a �
(L < 300 feet) �pZ�o.s �So�o.4 _
T (a.a2) [(o.ao�(2ao» °.8 = � minutes
1 (2.1�o.s (0.03) o.a I
Segment 2: Shallow concentrated flow V = k, �
v2 = (i i) �o.oa� = 2.2 ft/s
T2 = L = 300 = 2 minutes
60V 60(2.2)
Segment 3: Flat water surface
T3 = 0 minutes
Segment 4: Intermittent channel flow
' V4 = (17) (�= 3.8 ft/s �
T4 = 300 = 1 minute
60(3.8)
Segment 5: Continuous stream
VS = (27) (0.02) = 3.8 ft/s
TS = 500 = 2 minutes �
60(3.8)
T� = Tl + T2 + T3 + T� + TS
T� = 68 + 2 + 0 + 1 + 2 = 73minutes
It is important to note how the initial sheet flow segment's trave! time dominates the time of concentration
computation. This wiil nearly always be the case for relativefy smail drainage basins and in particular for
the existing site conditions. This also illustrates the significant impact urbanization has on the surface
runoff portion of the hydrologic process.
3.5.3 HYDROGRAPH SYNTHESIS
This section presents a description of the hydrograph methods used to synthesize the runoff hydrograph
from precipitation excess (time distribution of runoff depth) and time of concentration.
King County the SWM Division staff have used and tested two similar hydrograph methods: the Soil
Conservation Service Unit Hydrograph (SCSUH) method and the Santa Barbara Urban Hydrograph
(SBUHj method. Both methods are based on the SCS Curve Number (CN) approach and utilize basic
SCS equations for computing soil absorption and precipitation excess. The SCSUH method works by
converting the incremental runoff depths (precipitation excess) for a given basin and design storm into unit
hydrographs of equal time base according to basin time of concentration and adds them to form the total
runoff hydrograph. The SBUH meihod, on the other hand, converts the incremental runoff depths into
3.53-1 1/90
KING COUNTY, WASHIrTGTON, SURFACE WATER DESIGN MANUAL
. �
TABLE 3.5.2C "n" AND "k" VALUES USED IN TIME CALCULATIONS FOR HYDROGRAPHS
'n,'Sheei Flow Equation Marviing's Values(For the innial 300 h of travel) n,•
Smooth surtaces(co�crete.asphait,gravel,a bare hard packed soil) O.Ot 1
Fallow fields or loose soil suAace(no residue) 0.05
CWtivated sotl with residue cover(s<=0.20 h/h) 0.06
Cultivated soa witA residue cover(S>0.20 h/ft) 0.17
Short preirie g�ass and tawns 0.15 '
Densa grasses 0.24 I
Bermuda gress 0.41 il
Range(naWral) 0.13 �I
Woads Or forest with light underbrush 0.40
Woods or forest wah dense underbrush 0.80
��danning values br sheet flow onty,from Overton and Meadows t976(See TR-55, 1980)
'k'Values Usr.]in Travel Time;Tlme of Concentretion Caicula:ions
Shallow ConcentrateC Flow (After the initial 300 ft.of shee[flow,R = 0.1) k,
7. Fores[with heavy ground litter and meadows(n=0.10) �
2. 8rushy ground with some trees(n-0.060) 5
3. Fallow or minimum tilWge cultivation(n �0.040) 8
a. High grass(n =O.OJS) 9
5. Short grass,pasiure and lawns(n=0.030) 1t
6. Nearly bare ground(n-0.025) 13
7. Paved and Grav�l areas(n=O.Ot2) 27
Channel FIOw(IntermiitenQ(At lhe beginning oF visiWe channels:R=0.2) k�
t Fores�ed swate wah heavy ground liaer(n = 0.70) g
2. Forested drainage course/ravine with defined channel bed(n�0.050) t0
3. Rock-lined waterway(n=O.OJS) �5
.. Grassed watenvay(n�0.030) t 7
5. Earth-lined waterway(n.0.025} Zp
6. CMP pipe(n=0.024) 2�
7. Concrete pipe(O.Ot2) � 42
8. Other waterways and pipes 0.508/n
Channel Flow(Continuous uream,R =O.a) k�
9. Meandering stream with some pods(n a 0.040) 20
10. Rock-lined stream(n.0.OJ5) p3
t 1. G2ssained stream(n-o.030) z7
72. Other streams,man-made channels and pipe 0.807/n••
"See Chapter 5,TaWe 5.3.6C 1w additional Manni�gs'n'values for open channels
3.5.2-7 1/'90
• KIIYG COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
The area's potentiai maximum detention, S, is related to its curve number, CN: I�I
S = (1000 /CN) - 10 'I
The combination of the above equations allows for estimation of the total runoff volume by computing the I
total runoff depth, �d, given the total precipitaiion depth, PR. For example, if the curve number of the area
is 70, then the value of S is 4.29. With a total precipitation for the design event of 2.0 inches, the total
runoff depth wouid be:
�d = (2.0 - 0.2 (4.29)]2 /[2A + 0.8 (4.29)J = 0.24 inches _ _
This computed runoff represents inches over the tributary area. Therefore, the totai volume of runoff is
found by multipiying �d by the area (with necessary conversions):
Total runoff
Volume = 3,630 X �d X A
(cu-ft) (cu-tt/ac-in) (in) (ac)
If the area is 10 acres, the total runoff volume is:
3,630 cu. ft./acre-in. x 0.24 in. x 10 acres = 8.712 cu. ft.
When developing the runoff hydrograph, the above equation for Qd is used to compute the incrementai
runoff depth for each time interval from the incremental precipitation depth given by the design storm
hyetograph. This time distribution of runofif depth is often referred to as the precipitation excess and
provides the basis for synthesizing the runoff hydrograph.
Travei Time and Time of Concentration for Use in Hydrograph Analysis
(based on the methods described in Chapter 3, SCS publication 210-VI-TR-55, Second Ed., June 1986)
Travel time (T,) is the time it takes water to travel from one location to another in a watershed. T, is a
component of time of concentration (T�), which is the time for runoff tc, travel from the hydraulicalty most
distant point of the watershed. T� is computed by summing all the travel times for consecutive
components of the drainage conveyance system. T� influences the shape and peak of the runoff
hydrograph. Urbanization usually decreases T�, thereby increasing the peak discharge. But T� can be
increased as a result of (a) ponding behind small or inadequate drainage systems, including storm drain
inlets and road culverts, or (b) reduction of land slope through grading.
Water moves through a watershed as sheet ffow, shallow concentrated flow, open channel flow, or some -
combination of these. The type that occurs is best determined by field inspection.
�� _
Travel time (Tt) is the ratio of flow length to flow velocity:
T' — 60 V �Trave! Time Equation]
where
T� = travel time (min)
L = flow length (ft)
V = average velocity (ft/s), and
60 = conversion factor from seconds to minutes.
Time of concentration (T�) is the sum of T, values for the various consecutive flow segments.
T� = T, + T, + ... T�
1 2 m
� �
3.5.2-5 1/90
. 7/17/O1 9 : 38 :21 am Poe Engineering Inc . page 1
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STAGE STOR.AGE TABLE
RECTANGULAR VAULT ID NO. DUNIMY
Description: DUNIl�IY STG FOR VOLUME REQMT
Length: 75 . 00 ft . Width: 25 . 00 ft . voids : 1 . 000
STAGB <----STORAGB----> STAGB <----STORAGB----> STAGB <----STORAGB----> STAGB <----STORAG6---->
(ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- I
22 00 O.00QO O.00UO 23 30 2438 0.0560 24.60 4875 0.1119 25 90 1313 0.1679 I,
22.10 187.50 0.0043 23.40 2625 0.0603 24.70 5063 0.1162 26.00 7500 0.1722
22.20 375.06 0.0086 Z3.50 2813 0.6646 24.80 5250 0.1205 26.10 7688 0.1765
22.30 562.50 0.0129 23.60 3000 0.0689 24.40 5438 6.124$ 26.20 7875 0.1808
22.40 150.00 0.0172 23,10 3188 0.0732 25.00 5625 0.1291 2b.30 8063 0.1851 '
22.50 93T.50 0.0215 23.80 3375 0.0775 25.10 5813 0.1334 26.40 8250 0.1894
22.60 1125 0.0258 23.90 3563 0.0818 25.20 6000 0.1377 26.50 8438 0,1937
22.70 1313 0.0301 24.00 3T50 0.0861 25.30 6188 0.1420 26.60 8625 0.1980
22.80 1500 0.0344 24,10 3938 0.0904 25.40 6375 0.1463 26.70 8813 0.2023 I
22.90 1688 0.0397 24.20 4125 0.0947 25.50 6563 0.1§O7 Z6.80 9000 0,2066 !
23.00 18T5 0.0430 24.30 4313 0.0990 25.60 6750 0.15§0 26.90 9188 0.2109
23.10 2063 0.0413 24.40 4500 0.1033 25.70 6938 0,1593 21.00 9375 0.2152
23.20 22§0 0.0517 24.50 4688 0.1076 25.80 7125 0.1636
� �d�� ���� � �
7/17/O1 9 : 38 :22 am Poe Engineering Inc . page 2
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STAGE DISCHARGE TABLE
MULTIPLE ORIFICE ID No. ORIFICE
Description: ORIFICE
Outlet Elev: 22 . 00
Elev: 20 . 00 ft Orifice Diameter: 4 .4297 in.
Elev: 23 .20 ft Orifice 2 Diameter: 4 .2656 in.
Elev: 23 . 80 ft Orifice 3 Diameter: 3 .9375 in.
STAGB <--DISCHARG6---> STAG6 <--DISCHARGB---> STAGB <--DISCHARGB---> STAGB <--DISCHARGB--->
(ft) ---cfs-- ------- (ft) ---cfs-- ------- (ft) ---cfs-- ------- (ft) ---cfs-- -------
22.00 0.0000 23.30 0.7633 24.6Q 1.8192 25,90 2.472E
22.10 0.1684 23.40 0.8509 24.70 1.8768 26.00 2.51�? �
22.20 0.2381 23.50 0.9226 24.80 1.9363 26.10 2.55i'<
22.30 0.2917 23.60 0.9858 24.90 1.9919 26.20 2.59?� i
22.40 0.3368 23.70 1.0434 25.00 2.0456 26.30 2.6's?� �
22.50 0.3165 23.80 1.0969 25.10 2.0979 26.40 2.679c
22.60 0.4125 23.90 1.2801 25.20 2.1487 26.50 2.717y
22.70 0.4455 24.00 1.3828 25.30 2.1981 26.60 2,75b�
22.80 0.4763 24.10 1.4705 25.40 2.2464 26.70 2,1940
22.90 0.5052 24.20 1.5497 25.50 2.2936 26.80 2.9322
23.00 0.5325 24.30 1.6229 25.60 2.3397 26.90 2.8693
23.10 0.5585 24.40 1.6917 25.70 2.3849 27.00 2.9D58
; 23.20 0.5833 24.50 1.i569 25.3�� 2.4292
I
i
; .
i
i
�
�
�
�
�
7/17/Ol 9 : 38 :23 am Poe Engineering Inc . page 3
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LEVEL POOL TABLE SUMMARY
MATCH INFI,OW -STO- -D:S- <-23P.R-> OUTFLOW STORnGn
<--------DBSCRIPTION---------> (Cfsl ICfsl --id- --id- <-STAGB> id (Cfsl VOL (cfj
-------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------
2 YBAR ....................... 0.56 1.14 DUMMY ORIFICB 23.11 21 0.56 2076.57 cf
10 YBAR ...................... 1.07 1.75 DDMMY ORIFICB 23.75 21 1.07 3276.99 cf
100 YBAR ..................... 1.71 2.47 DOMMY ORIFICB Z4.43 21 1.71 4553,49 cf
�U,�c�m,� v(�J 1� i� GcT vv�vm�
a C C�-1.cZ;rn`.n�
v v���.c�- ��c3� = � SS`�� C��
�' ��� UI���� C� ���� � � `�- � i : � � � ��, ���� �'� �
7/17/01 9 :41 :55 am Poe Engineering Inc . page 1
STAGE STORAGE TABLE
CUSTOM STOR.AGE ID No. POND-Fnl
Description: FINAL DESIGN FOR DETENTION
STAGB �----STORAGB----� STAGB <----ST03�GB----> STAG� <----STORAGB----> Si�GB <----STORAG3----�
(ft� ---Cf--- --AC-Ft- (ftf ---Cf--- --AC-Ft- (ft) ---CL--- --AC-Ft- (ft) ---Cf--- --AC-Ft-
--------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------
22.00 0.0000 0.0000 23.30 13091 0.3005 24.60 26182 0.6010 25.90 39212 0.9016
22.10 1007 0.0231 23.40 14098 0.3236 24.T0 27189 0,6242 26.00 40219 0.924T
22.20 2014 . 0.0462 23.50 15105 0.3468 24.80 28196 0.6473 26.10 41286 0.9478
22.30 3021 O,Db94 23.60 16112 0.3699 24.90 29203 0,6T04 26.20 42293 0.9709
22.40 4028 0.0925 23.10 17119 0.3930 25.D0 3021D 0.6935 26.30 43300 0,9940
22.50 5035 O.11S6 23.80 18126 0.416I 25.10 31217 0.7166 26.40 44307 1.01i2
22.60 6042 0.1387 23.90 19133 0,4392 25.29 32224 0.T398 26,50 45314 1.04�3
22.70 7049 0.1618 24.00 20140 0.4b23 25.30 33231 0.7629 26,60 4b3Z1 1.0634
22.80 8056 0.1849 24.10 21147 0.4855 25.40 34237 0.7860 26,7-0 �7328 1.D865
22.90 9063 0.2081 24.20 22154 0.5086 25.50 35244 0.8091 26.80 48335 1.1096
23.00 100T0 0.2312 24.30 23151 0.5317 25.60 36251 0.8322 26.?0 49342 1.'327
23.10 1I077 0.2543 24.40 24168 0,5548 25.70 37258 0.85�_ �� : _ - : _-=
_Z ^n ^,�q.� i� ��„ �' :� _S:�'� � . �a .�..^� So�O� '�,� ,,_
�����.� ��� ;,�,f Z , , �: , 4 l�� yr Si�� ��
�t��� �-h�S�,. �� w 1�-�, �h� 5�.i
��C���" 5,�� �'. �l evr�-�'��,nS �,�,,, 1-l��
" I�..,�c.r�...! v�J t�'
7/17/01 9 :41 :55 am Poe Engineering Inc . page 2
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STAGE DISCHARGE TABLE
MULTIPLE ORIFICE ID No . O�IFICE
Description: ORIFICE
Outlet E�ev: 22 .00
Elev: r ._OQ_�� Orifice Diameter: �4 .4297 in.
Elev: 23 .20 ft � Orifice 2 Diac�eter: ��b56 in:
Elev: 23 . Orifice 3 Diameter: 3 .9375 in.
STAGB <--DISCHARGB---> STAGB <--DISCHARGB---> STAG$ <--DiSCHARGB---> STAGB <--DISCHARGB--->
(ft) ---cfs-- ------- (ft) ---cfs-- ------- (ft) ---cfs-- ------- (ft) ---cfs-- -------
22.00 0.0000 23,30 0.7633 24.60 1.8192 25.90 2.4726
22.10 0.1664 23.40 0.8509 24.70 1.8788 26.00 2.5153
22.20 0.2381 23.50 0.92Z6 24.80 I.9363 26.10 2.5571 '
22.30 0,2917 23.60 0.9858 24.90 1.9919 Z6.Z0 2.§983
22.40 0.3368 23,70 1.0434 25,OD 2.0456 26.3U 2,b388 �i
22.50 0.3765 23.80 1.0969 25.10 2.0979 26.40 2.6786
22.60 0.4125 23.90 1.2801 Z5.2D 2.1487 26.5D 2.7179
22.70 0.4455 24.00 1.3828 25.30 2.1981 26.60 2.7565 ��
22.80 0.4763 24.10 1.4105 25.40 2.2464 26.70 2.7946 I
2i.90 0.5052 24.20 1.5497 25.50 2.2936 26.80 2.8322
23.00 0.5325 24.30 1.6229 25.6D 2.3397 26.90 2.8693 '
23.10 0.5585 24.40 1.6917 25.70 2.3849 27.00 2.9C58
23.i0 Q.5833 24.50 �.75b9 25.80 2.4292
7/17/O1 9 :41 :56 am Poe �ngineering Inc . page 3
LEVEL POOL TABLE SUMMARY
MATCE INF:,OW -STO- -�JIS- <-P6��-> OuTFL�YI STORnv"3
<--------DBS�RIPTION---------> (Cfs) (Cfs) --id- --id- <-STAG$> id (Cfs) VOI, (Cf�
2 YBAR ....................... 0,56 1.14 POND-Fnl ORIFICE 22.41 21 0,34 4138.53 cf
10 YSAR ........ ....... ....... 1.Q7 1.75 POND-Fnl ORIFICB 22.73 21 0.46 7386.72 Cf
100 YBAR ..... ........ ........ 1.11 2.47 FOND-Fnl ORiFIC$ 23.18 2i 0,58 i1919.31 cf
�}v1���. �,�v,\�� = 11 � C C� �c�l�
� 1�, `I F �
`���J� oF 2�, I S
�-r��' �- �F �-�� = l 1 , `� ►`�
- �. � I
�iss�
}-�.����' , }��c� I�- �1�.v = 2to� S� L -
�,�,��t�. ��`e.\ -�;�5 �,�.s ►�- �r�� ��S ,
� S �� y , �� qs
�')SS`�
POE Engineering, Inc. �oe 99-o?� St`��,�rt-
Civil & Structural Engineering/Consulting
SHEET NO. OF
1314 8th Street NE, Suite 102
Auburn, WA 98002 CALCULATED BY�''_ �nre
(253) 833-4052 FAX (253) 833•4053
CHECKED BY DATE
SCALE
WI�T�(' QJR\����� ��,61J
• uJ�c' 4���
U���c' c��c�����f c�Qcm y�Ei�, o��`� r�c� - �-t
��cr�- Y = o.Z`1 �y3S�o� �2 _ I�,ySS -.3
Z�.� �. �o,yss �1.S� ; I S, b8Z - S Fi 3 z,.�
��Q`+��
�
I T� vF��.� �-r� = Z.Z.��
18 �
�g►1� �
�'.r,�u.T
OJT!_.ET �\ ��= Z�2 c.��
1Lc=ZZ.oo ��
�� m = 18•o0
� �,Ue� 5,��x�� I S � �S � Clcxmr�l Uc�l.�m� `�c-�
`jZ� ����1 1��.��.i.��.�,� #� S, t�nc��rE �lr�„n 1 ��C
�� �'�J�EnT SubSccT -�a Ucl�i,cul,�r t�
D PROOUCT207
, _
6/7/01 12 : 36 :11 am Poe Engineering Inc . page 1
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STAGE STORAGE TABLE
CUSTOM STORAGE ID No. POND-F
Description: FINAL DESIGN ,
STAGB c----STORAGB----> STAG6 <----STORAGB----> STAGB <----STORAG6----� STAGB <----STORAGB----> !
(ft) ---cf--- --Ac-Ft- (ft) ---cf--- --AC-Ft- Ift) ---cf--- --Ac-Ft- (ft► ---cf--- --Ac-Ft-
--------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------
18.00 0.0000 0.0000 20.30 9118 0.2093 22.60 23373 0.5366 24.90 46534 1.0683
18.10 283.72 0.0065 20.40 9601 0.2204 22.70 24380 0.5597 25.00 47541 1.0914
16.20 567.44 0.0130 20.50 10084 0.2315 22.8D 25387 0.5828 25,10 48548 1.1145
18.30 651.15 0.0195 20.60 10567 0.2426 22.90 26394 0.6059 25,20 49555 1,1376
18.40 1135 0.0261 20.70 11050 0.2537 23.00 21401 0.6290 25.30 50562 1,1607 '
18.50 1419 0.0326 20.80 11534 0.2648 23.10 28408 0,6522 25.40 51569 1,1839
18.60 1702 0.0391 20.90 12017 0,2759 23.20 29415 0,6753 25.50 52576 1.2070
18.70 1986 0.0456 21.00 12500 0.2870 23.30 30422 0.6984 25.60 53583 1.2301 �
18.80 2210 0.0521 21.10 12983 0,2980 23.40 31429 0.7215 25.70 54590 1.2532
18.90 2553 0.0586 21.20 13466 0.3091 23.50 32436 0.7446 25.80 55597 1.2763 '
19.00 2837 0.0651 21.30 13944 0.3202 23.60 33443 0,7677 25.90 56603 1.2994
19.10 3320 0.0762 21,40 14432 6.3313 23.70 34450 0,7909 26.00 57610 1.3226 i
19.20 3803 0.0873 21.50 14915 0.3424 23.80 35457 0.9140 26.10 58617 1,3457
14.30 4287 0.0984 21.60 15399 0.3535 23.90 36464 0.8311 26.20 59624 1.3688
19.40 4770 0.1095 21.70 15882 0.3646 24.00 37471 O.S602 26.30 60631 1.3919
19.50 5253 0.1206 21.80 16365 0,3157 24.10 38478 0.8533 26.40 61638 1,4150
19.60 5736 0.1317 21,90 16848 0.3868 24.20 39485 0.9064 26.50 62645 1,4?81
19.70 6214 0.1428 22.00 17331 0.3919 24.30 40492 0.9296 26.60 63652 1,4613
19.80 6702 Q.1539 22.10 18338 0.4210 24.40 41499 0.9527 26.70 64659 1.4844 �
19.90 7185 0.1650 Z2.20 19345 0.4441 24.50 42506 0.9758 26.80 65666 1.5075
2D.00 1668 0.1760 22.30 20352 D.4672 24.60 43513 0.9989 26.90 66673 1.5306
, Z0.10 8152 0.1871 22.40 21359 0.4903 24.70 44520 1.0220 27.00 67680 1.5537
20.20 8635 0.1982 22.50 22366 0,5135 24.80 45527 1.0451
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. • 10/4/00 1 :42 :42 pm Poe Engineering Inc . page 1
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BASIN SUMMARY
BASIN ID: TESC NAME: TESC FOR 2 YEAR
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 3 . 23 Acres BASEFLOWS : 0 . 00 cfs
R.AINFALL TYPE . . . . : TYPElA PERV IMP
PRECIPITATION. . . . : 2 . 00 inches AREA. . : 3 . 23 Acres 0 . 00 Acres
TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 87 . 00 0 . 00
TC . . . . . 15 . 00 min 0 . 00 min
ABSTRACTION COEFF: 0 . 20
TcReach - Sheet L: 250 .00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120
PEAK RATE: 0 .52 cfs VOL: 0 .24 Ac-ft TIME: 480 min
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POE Engineering, Inc. JOe Sc�rob�� �i-0?-1
Civil & Structural Engineering/Consulting
1314 8th Street NE, Suite 102 SHEEf NO. OF
Auburn, WA 98002 CALCULATEDBY DATE ��'y
(253) 833-4052 FAX (253) 833-4053
CHECKED BY DATE
SCAIE
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D PRODUCT207
POE Engineering, Inc. �oB Sl.�b�� q9-���
Civil & Structural Engineering/Consulting SHEETNO. OF
1314 8th Street NE, Suite 102
Aubum, WA 98002 CALCULATEDBY DATE ��f -1
(253) 833-4052 FAX (253) 833-4053
CHECKED BV DATE
SCALE
T�. �� �TS�6►J
S►� = (08� ,bo sF �'- RL.Er �I����Or. ( t�n,n.,n,��c,�
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D PRO�UCT207
„ . �0/4/00 5 :4 : 2 pm Poe Engineering Inc . page 1
BASIN SUMMARY
BASIN ID: TESC100 NAME : TESC FOR 100 YEAR
SBUH METHODOLOGY
TOTAL AREA. . . . . . . : 3 . 23 Acres BASEFLOWS : 0 . 00 cfs ,
RAINFALL TYPE . . . . : TYPElA PERV IMP '
PRECIPITATION. . . . : 3 . 90 inches AREA. . : 3 . 23 Acres 0 . 00 Acres
TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 87 . 00 0 . 00
TC. . . . : 15 . 00 min 0 . 00 min
ABSTRACTION COEFF: 0 . 20
TcReach - Sheet L: 250 _ 00 ns : 0 . 0500 p2yr: 2 . 00 s : 0 . 0120
PEAK RATE : 1 . 67 cfs VOL: 0 . 69 Ac-ft TIME : 480 min
nc D��FIo...� �`�,�\w�.� ���_,�� F�r
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KING COUNTY, W �ISHINGTON, SLTRrACE WATER DESIGN MANUAL
d •� �
o Design of emergency overflo�v spillways require the analysis of a broad-crested trapezoidal weir.
The following weir section is required for the emergency overflow spillway:
FIGURE 4.�3.�iA WEIR SECTION FOR ENIERGENCY OVERFLOW SPILLWAY
�.��.�.Y oJE��L..cvJ / 0•3' m��.
WA�i�.R StJR�K� Q
0;►4lK' I�. �� � � � }� ��.2 1MlM•)
�.
L �I �;P�� �ab1L�5.3�b�
NT�.
o The emergency overflow spiliway we's; section shall be designed to pass the 100-year, 24-hour
design storm event for developed conditions as follows:
For this weir, �,� = C (2g)'�2(2/3LFf3j2 + 8/15 Tan6H5�z)
using C = 0.6 (disc�arge coefficient);
Tan = 3 (for 3:1 slopes);
= 72°;
The equat�on becomes: C'�,� = 3.21 (LH3j2 + 2.4HS;�z)
To find width L, the eGuation is rearranged to use the computed Q,�o (peak flow for the 100-year, 24-
hour design storm) and trial values of H (0.2 f2et minimum).
� _ ��,co/i3.21H'�`)) - (2.4HZj; o �2e� minimum
Access/Maintenance: Pord access tracts and roads ar2 required when ponds do not abut public right-of-
way. Road(s) shail provide acc2ss to the controi structure and along side(s) of the pond as necessary fc�
vehicular maintenance. For ponds with bottom widths of t 5 feet or more, the access road shail exterc �
the pond bot�om and an access pad provide-d t� `aci!ita�a cle=nir� For oends iess ±han �5 �e�! �� •N��-
an access road must exterd along one side
o Roads and pads shali meet the fo!lcv, ,
- Maximum Grade: 15°/, to control structure, 209-o into pond. II
� - Provide 40' minimum outside turning radius on the access read to the cor,trcl structure and
the turnaround to the pond bottom.
- Fence gates shall be provided for access roads at straight seciions of road.
- Access roads shall be 15' in width on curves and 12' on straight sections.
- Access pads shall be 15' in width and 25' in length.
o Manhole and catch basin lids must be at either edge of an access road or pad and be at least three
feet from a property line.
o Access shail be limited by a double-posted gate if a fence is required or by boliards. Boliards shall
consist of two fixed boilards on each side of the access road and two removable bollards equally '
located between the fixed bollards.
o Access roads and pads shall be constructed by utilizing one of the following techniques:
4.4.�-2 1/90
KING COUNTY , WASHINGTON , SURFACE WATER DESIGN MANUAL
+--aa—
FIGUHE�5�j2Q S�DIMENT POND CROSS-SECTION
;'
_ � ? _
'���.%� RISER ?�PE CRESrT Of fj' YIN. WIDTH
(PRINCIPAL SPILL`MAY) EWERCENCY SPI(,�WAY
OP£N 4T TOP '►ATH
I— TRASFI RACK
� �II1= — I PER PiG. ♦.a.aE _� t' uiH. EuBANKLEHT COuPaCTEO 95z.
a��=J I L=I I 1=1� � �— _--_::-= PE�ous �ureRw�s wcH .s
�I _ � OE'�'A7ER�NG OE`/�CE � -=---==-� GRavEI OR CL%AN S!./�D S�+AI.L
l�l� . (SEE RiSER DET�iL)\ �'-========= NOT BE USED.
� \- �_---- ---
—�� '. - � -
FRGM : FAX N0. � Jun. 10 2002 09:28PM P1
�
Poe Engineering, Inc. FAX C�VER SHEET I
1314 8T� STREET NE, SUiTE 1 J2
AUBURN WA 98CO2
�ITY'OF REfvTO�\
RECEIVED
oate 6/l0/02 JUN 10 20p2
Numbe� of pnges ineluding eover she¢t ��/ �U�LDING DIVISION
To: CITY OF RENTON ; From: POE Engineering, Inc.
Attn: JULIANA SITTHIDET I � David E. Bockrath
Re; , FIELD CHANGES Job # 99-037
Phone 425 430-7278 Job Nnrtte SCHOBER BUILDtNG
Fax Phone 425 430-7300 I
�C; 253 939-7777
Phone 48� 948�825
Fnx Phone 480 607-9296
. -
� Urgent � For your review ❑ Reply ASAP ❑ Please comment
JULIANA,
I RAN THE BAS1N ANALYSIS FOR THE AREA DRAINING INTO THE STORM LINE IN
JACKSON PLACE. SEE THE ATTACHED SKETCH AND CALCULATIONS FOR MY
PROPOSED CHANGES_ CALL ME TO DISCUSS 480 948-5825
THANK YOU,
�
�
FROM : F�;� NC. • Jun. la 200� 09:c?�^1 P2
PUE Enbineering, Inc. �oe ������ �-��- ., __
Civil & Structurai Engineering/Consulting �,��Tn;c _ ._ c�
1314 8th Street NE, S�ite 102 —� —' ' ---
Auburn. WA 98002 CMCU:ATE06��.� DATE_._.
► (253) 833-4052 FAX (253) 833-4053
CHECKED BY pA'CE
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FRO� : =FX N0. : Jun. 10 2002 09:29AM P3
6!1C�02 8 : �5 : �6 a�, Poe Engineering In�_ . paye �
BASIN SUMMARY
BASIN T_D : DBV100 NA.�E: DEVE�OPED 100 YR
SBL'H METHOD�LOGY
TOTAL AREA. . _ . . . . : 3 . 22 Acres BASEFLOwS : 0 . 00 cfs
RAI�FALL TYPE . . . . : TYPElA P�RV IMP
PRECIPITATION. . . . : 3 .90 inches AREA. . : 0 .57 Acres 2 . 65 Acres
TIME INTBRVAL. _ _ . : 10 . 00 min CN. . . . : �6 . 00 98 . 00
TC. . . . : 6 . 00 min 6 . 00 min
ABSTRACTION CO�FF: 0 _ 20
TcReacn - Sheet L: 2�0 .00 ns:0 . 0500 p2yr : 2 . 00 s : 0 .0120
PBAK R�TE: 2 .47 cfs VOL: 0 . 93 Ac-ft TIME: 480 min
i���
BASIN ID: O�F-100 NAMF: DEV�LOPE� OFF-SITE 100 YR i
SBLT� METHODOLOGY I
TOTAL AR�'A_ . . . . . . : 3 . 55 ACres EASEFLOWS : 0 .00 CfS
RAIhTFALL TY�E. . . . : TYPElA PE.��1 P
PREC�PITATION. _ _ . : 3 _90 inches AREA. . : 2 . 98 Acres 0�5'�j Acres
.:IM� IVTERVAL. . . . : 10 .00 min CN. . . . : 89 . 00 9�: 00
TC. . . . : 15.00 mi:� 6 . 00 min �,
ABSTRACTION COEFF: 0 .20
TcReac� - Sheet �,: 25C . 00 ns :0 . 4500 p2yr: 2 . 00 s : 0 .0120
��AK R�iTE : 2 .14 cfs VOL: 0 . 85 Ac-ft TI:�E : 480 min
�-
FRO� : FAX NG. : Jun. 10 2002 09:30�M P4
POE Engineering, Inc. �oe .__ _.___.
Civil & Structural EngineeringJConsulting s�+ee-�c ._ oF
1314 8t� Street NE. Su�te 102 —
Auburn, WA 98002 cn�cu�nrE�er _ oa� ,
(253) 833-4052 FAX (253) 833-4053
C�EC�EDeY earE—_ _
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S�CI'ION i 4E ���� �� ��� ���A
P�4GE 1�
'pA� y� ^,� �,� , SUBMERSIBLE NON-CLOG PUMPS
�Puc�s ; v� ` �� ' 3" Spher9cal Solids Handiir�g
C1�ss I, Groups � 8� D, Division 1
Specifications:
D�SCHARGf: �"(102mm� 12.ib,iicnzant�l.
L7QUID TEMPERATUR�: 104'F i4a'C?Contvx:o�s.
' ypl�: Cast Iron,ASi?N A-�8 Gass 30.
'Ttrt�Stesl Wear Fir,�.
� AAOTOR}�tJSiNG: Cast ir�n A,STM A-48,C,ass 30.
ISEAL PU1TE: Cas!1ron AST�1 A-48�;ass 30
lMPEL1.ER: Oes►�r►: 2 P�-c,Endased.Dynam+cally
eaierx.rd� '60 G8.3.
Mat�n�1.• Cast irn AS'A,!A-48 Class 31:.
$HAFT: 416 Staniess s�eel
sQuARE RJ�'JGS: aur�-r�
FIAROWARE 340 SqnOs 5*�i�ksa Sieel
UFTINC3 CH,�lN: Yoke,Ga1wr•izad
PAWT: Air Dry Enamel.
SEAL: I?PSYgR' THf1dC�T1 MOC1ark�f���1 Fii4@d G e
Reservoir. � �
Makrial: Ro�stir�q Facas-Carocn o ` e �
5tat�onAr}�aws-Ceramic * ��
Esegtomer-Bun�N � 0
Hardwdfe-:x�0 Sene=St2ini�st 0 ,
CABLE Eh~'R7: 25!L(7.8!d}��.�poxy Sealed +
Ha�sin�wrth Secor'dary Fressure
Grcrr�rret!�Seahn�and Stram Reiief '
S?�C: "50 RPM(Nomlrial).
U�PEA 6EARIt�G:
Casr�: Sir.gto Rcw, Ea�� SBfI$S: 4XSE-EA 20�OHP
L„�bnca�on.• Grzase
t,�,d: R�;�, i 75� RPM
LL1Wc?2 B�ARING:
Des�gn: Ca.b�Rcw.3afl
tcrbricadon: Greae.e
tosd: Raaia� �iTr.st
MO'dR:
Desigtr: NE41A 8 TorGue Cuhe, �r-Filea,
Sgt;lrtel Caqe I�+d�ion,";:L'ustea
F�r, Class I.G�cups C 3 D.Dnis�on �. 3 �anadian 5tandarda Assoclation
F�los+on�tocf �� File No. LR16$$7-�5
lnsr�atiun: GasB F.
TIiR�E PHASE: D�:rJ Volmge�C�480;
Raquires O+�et�ad Protecbon to be
Ir+chided In Cantrck?anef.
MOIST�RE 6EN80R: NfG, Reeuires Re�ay in Contrcl Panei.
T�IMPER�TURE 3EI�iSOR: hJC.ROquiras Retey in ConL'oi Pane1 DQscriptio�:
QPTONA�EQUtF�1Y1�NT: Seai Matsr�l, im�uer Trims,
8ddit;ora�Cacle. g�3MERSIBLE N4N-CLOG SEWAGE
PUMP C=S�GNED FOR HA711RDOUS RAW
�+� ��. C''�y�, 4,� �� SE�.4AGE AFPUCAT10tdS.
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4► �j
��"' ��.�J 1�'�" , SamD�SoeG�4nteon!' SeQion 1 Paye 18.
�,;�N� PllMPS �SYS7E!N5 � rL
a�r�oo Ru�+�,�x I Bames Purr�a.Inc. CASCADE �1/IACHINERY
� c.�,,.ca ca+�+�r D�aibutor Saivs a s.rvice oe��. I e�o-�aSpec S ProjeG Saies � & EL�CTRIC, INC.
429 Thi+d Strs�t�'P.O.8ox 60.3 � 148:Lezu�,ton Ave.
D+'yua.Onio s51b6.06C•3 Matisfidd.OAa u9p7-267s seoo r�asT ivaacr„►L uuv sovns
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Svtving the Northwest Slnce 1918
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RL'PL�CES 1i96
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NO. PfO, DI�1 (TVOM) START LOAi3 ROtOR SiZE TYPE O.D.
COOE AMPS 4NP5
4X5E2Cf.?64EA D°7fl83 dc 25 2C 2�}G 3 1'S0 G E<.4 342.? "Ci4 SO�1J-� �.'25
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�XSE24+S�4dE}, J878&5 d2.�" 20 46C� 3 9750 G e8.0 14y.'J FJ4 St'7VJ-A 1 125
�XS�s��:34E� �87�$[3 d8 a9 �; 230 3 �750 G 68.0 359,0 4/4 �pW-A f 350
�X5E2$044cr1 �°7A8' 43.6E 25 QC� 3 ;i�7 G 33.Q 1%�.0 414 SOWA t 350
oXSE30a34E?� 087$8E 4d.ti:+ 3� 230 3 1'S0 �3 78.Q a'4.0 "u4 SOvV-�, Z 55Q
�XSE34744t,z, i78iAb�v 48 E� 30 ? :'SC � �9.Q 2d."'.0 i!1 5G'W-A 1 550
�.� aX5E4G�3�►EA �?78S�+r 4069 dG �3C 3 "�� F ?i��.0 550.0 l;a SOW-A t 5S0 '
4X�e4u�44F11 ,^,8i891 4855 dC 48C 3 "�J F �2,0 2�S.J ;,�4 5C4"d-4 '. 5�0
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1i41P�TANt 1
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..) R��F7�i GRCrVC AW�1Y rITT1NGi 7r1 U3T 3E U9EC T'v VAL;DAlE�I�d6�RitANTv.
].) A 9AE.�3.AL M1016".iRE 6FhtS`^1R Fi�AY iS RECUqi�C IN'•1iE CONTRM.PMtEL fOR Pi[CPE�'J�ER4T10N OF TFf MdSTVRl,SCN.4CR�.
CdffACT iARtic3 x;i�f�S FCQ iNF�F�4A71C1�i CaNCEBViNG Mo1S7U�£�ENS�!'IG R£LAYS P�t CJSTdMER SUPPL:cD�w�'1TAOl PANEi.;
d., hiESE?IJ.tPS IWE F6i P1MPlNG'/W4lL`P AND YW�TL"AMTTJt.DO HOT Ua!�'O�tJ110P iL41t�1AABLE L�QtAai.
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J1C�ORM,NCE iM'C4 r1E kA'iia'L�l EL5C7'�C COCE ANSIXiFPA 70 AJk?lCR Tt+E AUT�IO�ITY MA4II�iG JUR15DiG�C7N.Z7113 Pi,rAP I$HOT
INTcNOED FC�i USE iN 3Y4�StIN[i POOLS.REG7�ATICMAL Vi�A'�R PAt[K5,oR IN3Ta1;AT10N9 iN MMiCs+r1ArIM1 CONTPGT w1i'N FUMPEC
INeDV1 19 A CrWyfON JCCUREtNCE.
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��n°�`��ry Disfib�tor Sabs b Servla Dept. B4d-To�p�c d�Prv�eCt 3a�ts 83 West Drrve
4tt)Third SUseqP.O. �+c d03 �485 Lezngton i,Ye. 8rarnaled,Ont�w
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V�r�atrol Standard, �IEF�fA 3R
� For Explosion Proof 6�ump� oAr zr87 '�
gimplex and Duplex R��c�s 7�s,�
Spe�i�i�at�on�; -
SiMPL�.Y �KCLOSIJR�: N�MA 3R Rairti�hi,�;.aaoor r�o�r�„�
� � G=�O�lv:n�sod SaPe�,G+'ay polyester
• Po►vdtst=ina.1`.�actlxx kfecp/St�{e
wrG�^,a�tivfr Stslnlesa� �e�Doot
l�� �` � C'osure.�cn*W�uous Siainlesa Piano
f � � { H:r;{}��i�Se�r�4ess R�rr,ovable pin.
� �i �� l � � Alirittnut-t Pattel Cti1lad atld Tepped,
� i l . {� � h4act:ine Scr�w°+�awrt+�d C:.mpon�ta.
� ' � il�� ji �� � �• � C�RCUfT BREAKER: ror Shprt t;irct;it Protpr,ticr;
1i I j • sraR'ti'ErZ: E;eser_rome�harvc��
,�j i �vERLGa,O Ft�LAY: B�nelal TJqe,Amtra�nt�omperL48ted
� MEAI'Eit ELEMEh1T: Cass�0 Qusdc Tr.p.One Fiea:��or
; ! Eac`�t��otcr PR�ee.
� � S'�N1TC�i: Her?d-0ff-Aut�t�.ati:., tR Ir�NEMA 1
UL3HT: P�,mc Mct�R��, �,2+�ch NEI�W �
SUS�LA?E, S�ritcft ar�d LigtM PAotanong
r��SFORMER: F�r�15 Volt Contro��r+3 Phaae
�US�: Cc�l Transfortr�er Pr�r�y VMext
Used.Mt*et R..dqi�r�raerr's oi�JEC.
� FUSE: Ccrt+�ra+�ifCtpt,"aa+�t R�eGuirartterti3
of NEC.
�}�f��.� I �"�F,hAIAfAL STZ�P: Smt L�g�br Cuatamet'�Viring
vV1R}NG: Cc�t:r�cced tc NE�Rtquirortter,ts;
� , B!aUc Pawer V1+iring
��i 1 ' i Red Nvrnberad Ccr,trG�Niring
; I , �� ��r�Ntm�e�r�d 1Veu7ai'J+!!nng
� ; Green 3rx:nd Wiring
, Gr..TERN�.TCR: ��D4pkz GNLY, 4utGr,Wt;C. i
I I �rovis.c,r��are m�de to canrteG tha on-windinq ff;ert�ai ovario�i in ser,es �
I ( I wi�h the CG1t3Gaf W 3.
I� j � hiUST add�^t#a4ow+ning Ooti,:rs fcr com�ia:tce ��t1t C�su I,Grcup y.
!� E Uivisic:n t rEquifeerTllar�s:
� One Mo�,rc Sans�r r�er?;:r,p.
pna Moisd�2 SanBor res Circutt Par Rurrp.
Ct�e '�rtrireic�lly Sa#a Ra+ay Per?f��tor ON-CFr Cup�ex
requirea an acidaiorai c��se fcr Lag Start. Addi�onal ra{ays m�:s[
b�aCded icr Afatms.
1;�and 230 VoitAC, 1- �ase.
200, 230,�o arA 575 Vatt A:.. 3-?hase.
A9 �3C 4�oit pa�ata ara starr.pesi '2Wl��c� vofts' arw may be use:i
�8f1�'S: �imp��x � Ga�lex ;nre;:ghout t��s voftage^ange.�:l�camooe+ents arE'ul.' ��sta�. '
5117���.' �`�s�S�: .".��� - ��H� ' Qpt�onai�:,�.iPmeni Avaiiable Srt Pages �3±h�' ?o I
Th��e Pha�e: .a�P - 20;JH�' I,
�RAWE� P�����Y����
A C��Ca CsR�pany �Pt'�s�smqs,inc 5smes Purr�ps.Inc. �r:ee°umpa.araca,i�G
�aufat S�las&Sennca De�. 9ia-To-3cec 8?rajesx Sak9 33'�'lasl D1ve
d2D Third 5b�aaP,C.5az 303 'd85 La�angt�nl�va. Brama�ea,Ct+caro
Riq�.'JhIG 4S336ti�G3 fwarSafoc�d.Ohic;449J7 2672 Car,�o i3? ?�e
Ph',937)6!�3945 �t+:1�19)"4.151' Ph (90�y 45T.E�2�
Fu,i93T'�r7157 Fix,(4�9)7i4153G F2ti(S�5)<57-25�
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�,CC�SSORiE� PAGE �s
. DA7'E Z197
REPLAC�3 ll'03
�r�clos�ar� Mounted '� 95� ��arrr� Options
Pa�t Na Cesariptlon
p6467Z ALARM L!C�'.-in vepa-yroof tizn.lr�with a 40-waC fiashi�g rgd il�;ht (Sni�p9d�pos8).
Ov"�673 ALJ1t�?�i 9�L=is a weaC���oo`4^vi�ra9ng beil w!vch prcCucas a 7Bdb at 10 it.with
a18rtn sutn�x switu�a�d 'eC hig7 watar incicatof!'ight+}te:stars on ur�i water goes davn.
Q34674 ,i;AR!§e liflRJ�t is a weatherpm�ct 4"squars vitxaLr.4 hom whic!'t produCes 9$Cb�t 10 ft.with
shr,n silor�ca swrtG'�9nc red hig�wate'IldpC.7tCf Ily^RI�}1a'�518YS Qf1 UflCI W3C�
goss dawn.
0?'"..08� ORY CONTAC?S FOn.4LARM fUNCT10N-is e D.P.D.T,relay rated at t0 anca�250 val:s.These
onn;acts aro r�t co+vhttsc to a�vwer sa�:rcx ir.Lhe octttr�!pand,artd are prinany used ta
o�era;e;Elemet�ing ar.d rarno�e h;gn wete.�alartrs.
075801 GIlA GLGW AL.�tf•i may be sc;ad wrtn al�rn+l�ht The Ilght wiil�law dim during nc►ma!
opararon;durir.g�:gh wster con�tion�e�larm ight wiii 11oah, anC it so oqui�ppd, ttw audibJa
aiarm xill 3aur�_ ��Jytr'Mus't�t added ta one of aDave alatm.
EfYCIOS1fif�S
Star.dard ±ncoau�s w�ii :�c�e�t �p ,c 4 P.�tV=� MOiJNT'eD apUons. Far � t� 8 PANEL MQUNTEC cpnons, �se
anc'.esures marke� �G Y ERSIZE".�" �or rnore than 12 ?A'VEL A�10.:NTED oQ:.��ns, c�nau!!fac;ory.
:�2_ NE3�A 4 ENCLOSUR=�cr airrTlex Versatrca St ar.d SGY Gn�:r�nels.
063733 � �IE4�AA 4 fNCLOSLiRE�r S�,r�iex U�i-Oue . G Gri:�der Panela.
�763738 4_NC�03i;R£x:Sir�tex D� n SG�'irinder pannls
06."�.T3' NEJ�AA ^LCSURE'.cr Du�le .� or Duo-Dir�ior,SG Grinder psneis.
37�608 NEMA�EN G kx vg�xt Standard snd SGV G,7:�eer 3ansls.
Oi�609 NE1aL�.4X,3,8.12 3 rHCIQ$UiiE•F�berglass
0708�0 I�IEMA�.{. UPL:JC fi;1C .Fibe�tass.
Q7��t NL} ' �PL.�(E�KL031.�4tE-3tainleaa i
075812 . 4X DLIP+�X El�CL0.SiJit�-Stairless Stee���� �
Q736?3 Nc�Af,12 StirlPi�(EHCL.OSL'RE•�tae� �
�:e�+u►�:ouP � �
p;5615 Sqd?LEK F��LJst1RE-A.
0�5e18 A1F�IA 3R QV'ERSiZ�D OUPt.�C ENCLOSL�iE-A
079617 N�AA 4 OVERS{ZED 91MPl.FJc£HCLCL4UR�•l�
� 075818 aE�A a OV�32S3Z�0 DiJPLDC E1VCt03URE-A.
07581 S N�dL4 4X,], 12 OVERS2ED 8�MPLCC L'?yCLOStJRE •A_Fibefgf�s9
t�7�8:b hjE�AA 4X,7, 12 OVERSi7F.fl flUPIJC ENCLOSURE-A.Fiberqlass
�75821 f�MA 4X t�L'ERSIZED SIl1iPLfaX ENCl03UR�-A•Stainles3 Sbeel.
4?582� I�LEfNA<X 01(ER31�OIJPL£X E�JCL08liR�•A-St�Iniass St�a�.
07�3 tiE1rU 1�O'dERSiZ�O SINPLJ(ENCLCSIJRE-A-Steei
�]7iF,24 NEiAA 12 OVL'IqiZL'D OU?L.EX E1iCL08URfi•A-Strek.
���� PIfMA�3 SY3TEM9
A Crane Ca CornpinY 9amrs a,xn;.e,Irit � 8ames�ur�ss.ir�. 6ames�umps Canaes, ux
pi4trdu�r Sales d Sorvioe 7aot. 9+d-'o-Spac d.r*o�eG Sataa 89 Wsst Diire
�20 Ts+aa S�7sWP 0.8oY 60� �a85_a:inqtar+Avs- 8►maba,OntaAe
Pl�ua.Ohic 45'.'.�-0603 Mars�fe�d,OniO Li307-2871 C,�nada L6T 2.JQ
Ph;�Si3'n 8;5-3� c�n:;at9)'�I.1St i P1:(903)4sT-�22'3
fax:i93?) r^.3.7t57 Far_(�19)714-l.7J0 Fa�:f4C�)�+b7-26.50
..,. . ..�.—v...,......� .".... .� � c.� ..�.,c• ..� vc.�-� vv �.T�., n� �j� ,,, �
- SE��� � �� E � CC�f�T��L PANEL
P�►G� ' t4 �� � ACC
ESS�RIES
. DATE ` 'J97
REPLACES � 710.1
EnclosurE �e9at��d �ptions
G66381 QEADhtQNT OOQR'�h ir.rwr dcor`or 5impiex Versatrct Standasd p8r.els.
p�3r2 D£At7�RON7 D�GR with inner daor for Dup�ex Versava Sbndard�,anela.
G8d8.90 9Eft1/1C£LJGHT-'hia aptior,consisb of a 6qht sockei;.ontrGled by s daor switch,Faayiding tntemal panel
��I�min�don�trin9 setvlce wcrK.The Fc,wer far this ligh[c�mes trnr.i tt�e mrrtrol CirGuK. ;
064678 CONDENSaTO�P�v�iT1CN i�EA�R,s a oanel mounted 100 watt haa;er witt►thzrmostat and '
over•tempe:retLre c,�n�roa. �'
S�ivice ���rar�c� Options - P�ne� IV�ountec� '
All 0�`t10As IIS2Ed 8S�.t1NEl 4!OUNTEt7��U�re additicnal endosun voiume and may re�wre 18rgsr encioa,ra
C84683 �:'�ti7ROL GERCtJtT RECONtvECT RFLf+Y 115 vo�t•The reccrnect�elay wiil transfer,he pntrd Fflw�trorn
'ha Furnp 1 ;,�t;.�rt brgakar tc t�a pump 2 dreuR b�aker n ths event o!t�e numb9r One LVe2ker ttlpping.Thia �
ralay wiM hol�tt!o qntrd uc�tac�on'ho�'1 cuatit br�aker�nGi Gump �braafcsr ic r@�ot.
�g4 CO#1TRQL ClRCUi'RECONNECT RELAY-same�s abeve ezcept 23�vott.
�85 CON"fFtQL CikCU1T RECCyNEC?RELAY•sar^e as a�ove sxxat�v�tt.
D:S�89 LIGHTNi�EG,>RRE3TOR is ca�xx�t2eG'�llt�inteminr,pcwer 6�es and pa�ai�rotx�d.—ris�rrastor wilt racuce
the chen�a ot;.ump arsd contro!Fane1 a�mago Y�m voita;e tcane�a�st caused by ligirtning.
�his arreabr is for aingie phase,
�585d2 LlGN?NINO ARREST�Je�-ssme �s above except`or thr�phase.
�6d686 JNDER YOL'AGE P.ELAY.1 i 5 raF. ? Fhase
�
�:�6�87 UNDEFt VCLtAG�R�LAY-i30 voM�, t {�hese.
i :}79y1? llNGER YOLrAGE RE:AY-�Q3 vok. 1 phii3e
QJd688 Pf!ASE FAILURE AlYD UNDER V:7LTAGE RELA7.230'r'Oli. 3 ph7S9-ThiB �947Y S^7r1nEdEC(0 C^.e prirl3ry
power sey�ca to datect p�asA!oas, improper ptiasa r�tanon an�unCw-vanagQ on anQ or a0 arnsos of tlae
serrice.This relay will aur�,ma6ca8y t�m off;o�ro�.under these cond�or�s.
03ag,89 Pt',A9� FAII'JR�AMO UNDER Y�L7AGE RELAY-sema as aCcve excapt ao0•roli 3 phase.
Master �ir�uit Breaker - Panel Mounted ��fo C�perator)
C{rcuit 6reslcers�w�r;�s one PANEL MOUIJFED aptian,when added ta oont�ol
QT3805 MA4TER CIRCUiT BREAKER-?1�Z3Q vor Sinple phase.
p75�p6 lM�IS7�R GlRCUtT 3RF�tiCER-20C230 vott 3 pnase.
47b807 MASTIER CIRCUtT aRfiAKER-480 vctt 3 pnase.
032140 CtRCLi1T BREAiC_�R ON TRANSFORMER PRIR[ARY-23L�v�t
082141 Ci�t.*'.U1T BiiEAKER ON 1RANSFdR1rAER PRINARY-460 volt.
(���E� PUiI�S�3Y9TE bA3
�C�����rty g�rsee Pumps, ;nc 9arne�Psttnp9,Inc. Br.mes PvmQa Can�ea.�ne,
Cla3r�o�ta Saia 3�Servioe Dopt 9�d-7o-Sp�c 3 P-c}sa Sabs i3 VWat Driw
�20 71rd StrwNP.O.Bo,c 603 1485 L�xinqtor�Aw. Bnrnalsa.QntanO
?iQu��ONO+t53'.�-�3 IN9ttshekl,�7'�w 44807-Z97i Ca1t�Ca LB� ?..�
ph:{937)61b3595 Pr.�(a13;�7a-i511 Ph;(9031 457�52:3
F�c;(87T!TT3i15i FaIC:(419}T741530 FdK{9C�}43T-265Q
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� � �C?NT���. ���EL gE��N . i
���� �� PAOE 1
ACCESSORIES s
• ow7E 2�87
REPLAC�S 7/!13
Cantrol Circuit Paw�r Options
Q79841 Zd VOLT COkTRCL CIRCJIT•For use with nrnrcls�ntai�iing control 11�VAC transformer, I
V4fierr 2�VhC car�vcl is neec�a�n ?ILOT D_VIC�{S)
0?9942 ]4 VOLT CONTRO�ON rL�ATS-corttr�l equiprt;e�t at 1 t�vcN,r�wres an exUa transfflrrne;
�1CCVA. ,
C82137 2d`IQ�T CON7ROL,FaR 113 V�LT PANE�-'ot 1,1 F;P 1 1�volt. PM 8o1G'�&6360Q
Circuit Breaker - Doc�r Interiocks
NEMA 1 opiiCtt,rr9yba self standing cr�sa���uith sub door o�tior.,
475027 CCGR lNTERLOCK•fix Z3a YAC Grcuit bre�cet. PVE�A 1.
a73828 DOOf!IMTClRLOCK-fc-48C VAC an�it �reaker,NE.1dA t.
Fused �isc�nne�ts wi#h �ovr i��un��d 4�eraf�rs
Oc�ticna repladr�existing c�rcuit Dreakars req�;ir+�no aadttional endosure soace. Oytion rhosan to be Maat�r Fuse4
Di�cnnnoct a�a en�cption sp.�ca to��andosur9.
0'9028 FU3ED CdSC�t1NECT�a usra!o rtplace the motc�r Grcuit arnaker s_ed tcr motcr load end
vcttaqe w��rctary disa�nrect hancle.rf requlred. �'S,'23Q volt, t �hase,2C0 vctt and 2t�0I'�vclt,
3 ptt�e 2S0 vdt
C7903a FUS�D DISCOtVNECT•sam�as abcve exceQt fa•eS0 vo�t,3 phase.�vcJt
675&25 DOOR IHTER��K-through i�f�dxr for fuse:c�xcnrsaci.
075H29 OC:OR IMT�!lLDCK-hrr,;gh oukr daor for•`•lsed�isco,�r,ect
� �ltoii�y Tr�ns�ormer� yvith Outlet - Panef �lo�untad
i o7'so2� �arV1�EkleNcs o+.1r,ET with�.2 vo,r.er tran.gfom,er.A 1�6 von ch,p:eY�uL'ec
! mour.tad on tho r.sido of ttw�a�a ancfCsurs tor�5 amp max. �blity us�.
h'O TF:,a Z00 vaR.3 phaee d-wir9 3arv�ce or 230 voFt. t phsse 3-w'we sar»whic�+producrs
, 116 vods±o neu7a!�a rEqwred for�;is op�or.Thia cptlon do�net efFed enpca�re a¢e.
I� p84g'f CpNYE�1IENCF OUTLET Wttf�T�nsfartner;s a 'Z9 vait duples oubet mounted on tria inside
af ttu p�ne!qr.cfogu.re f�r t 5 smp uUliry vsr,and has a 1.5 KVA power�rar�farmer corneete�
�a tne prt�r.ary �ne wiu+1�aed sacon�ry.(Requ�ras�ext�ar+ger Ov�ize Endosure).
�75602 CONVE.�13E1dCE OUTLET WITH TRJ�NSFOR�AER-same a3 ebeve accept writih e 3,0 KVA xwer
transfamier.;Rsquires'rext Lar9er Ov�size Enctcsure)
075803 CONYENIE�I�E OUTLET WITN iRAl13FORMER-same as abcvp�ccept witl�a 5A iNA�a�wer
traraformer.(Raquires Next l.�rgsr Ovsrstzr encicstuay
06�88a GROU�lD FAULT SYSTEA+F-a;round fault ractptsda 11E and 23C,NEMA 3Fc,w'r!h G.F.I.
��N�� PUMPS�SYSTEMB
� ���C 9prr�PurtSpa,InC Bamea PuR�.Ina 5a�roa Purr�Crada.Inc.
°�nr Distr�b��r ia{�s 8 SNv�Gr0! 6Jd-�o-5p�c�Pro�arS 5aist 83 VWst Driw
4�C T1ud SlrvrtlP.O.Bme 603 1r85 te�}tort Avs. 8rarnalsi Oetarb
A+vw,Ctrio�'356-OBC3 A�iarsslfsid.QA�o�dg07-2E7J Canada L3T .^.J6
Ph:(93�51'-3695 Ph:{ai9�774-t3t S PTr:(806)�37-bZZ3
Fa�:(9�T}7T3.7131 r=sx t419)TT�4-1530 � �u;(905)�57-2850
�
. S���o� �, A ��►�� �S�' ���v-���� -����L
PAGE �e ACCES�ORIES
oArE � T19�
R�PIAC�S I i?9�A I
�ane� l�ou�ted �ption� '�
•Cwtome�Mu9T defr*�ti1e func!lot�ot;his gAn�ortc aptlon.
08467R V �IOISTURE SGNSO�RELAY w�tt�w�ming iight_Th:� �rlay is�:anneGsC to Mro aenatrsg�rabea
in th�pump seal�arnbt'and•�riN detvci rn�ieture in t�s pum¢ar�operate ttfe wi�tnin �yht+�o I
inditate a failea s�d.Usa twc of�ese for euplex pans�s. �
Q85325 V '+AGSIURE B�TISOR?�ST ClRCUIT, 49ht,?,�sts-To-Test Sosi F�4 Relay.usa wim 08A676
I
08�6's EtAPSED TiME N4�TEr�S rdiqte pump rUnnin9 hrt:e tn nours ar,d�r►ths cf hours to a total I
cfi 9�9,9 and�a s�ar+-resattable.tJse two f�r�uo�ax.ek�
�334681 � T�MPERATUR�3EN�oR Rfii_AY wiLh waming�gnt. cach�nt-d loar�!�s�4u`�P�,d S�s si�nCard
equ+�r:�s+it wtt."�err�+mis tcr temr�wre sensars.T'he�e tharmaatar�are wired in hr�a wit�t�e
purrp moior=tart�pit and wi�l t��e motor ofi wim tamparah�re riQ.a.llse aw for aupkx.etc�
064�'r? Rt3AtP S�CtJENC£SE;.FCTOR 8YWT'�t!Is provtded to overTide tho automx�oc albemstar. '
Th�s caacn�s.�seiu: Y it beoama�necessary to romare one auma frxn tha dup�ex syamm.
06�44x'i ✓ I�i17e1CALl.Y SA�E FtEJ..AY•TI-�is rday�s a reduced roltage pc,wer suppfy�sR;,toduC88 a low i
rcifage end a�n�rtt to the flc+Gi swit�in tne wet vreN. This��lay r►as�irr,�r^�al r9ad reiay to whic�
1€siaved a 1Q arp potivet�y�at�perates ihe macor starters anC hig�`^�aEer aiarm.{�Ex�IpsiCn
�rcef AoDlicaUcna).Q-e'�au�r��+r sima�eY,two�r 3t:pF��ua�:ne for,�ny e4srm lur.tEon.
C7362� S�V°CTt3R SriC?'CH-2�fion ait tlgR:.'
I
C75630 SELcCTOR 3Wy1TCN-3 or��ai9on.cil IignL'
( 475831 i�M�Q-��ecttcnic(genet�i F���;� •
��75832 TllAER-2�hcur;qenera�,xrr�s,^.t4).•
Q75633 TIMER-7 C3y igeneta� pWpase)..
075E:r� TIllf�tt-Motor driven, 5/�a hrs.'o BC hrs. '
4?5�5 AUXIUARY CONtACTS_o�mctor�ntr�.-
Q'883� AUJGLWRY CON7A�T8_relay OPOT.'
075537 PU$i�!B1ITTON-Ndt��4(user Qe�r;ed).`
075¢:38 NEMA 4 LKiHT-(usar detlnetf;�.'
075838 aM�lETER-Sing{o p�ave+vith Currertt Transforr,ser,
G75640 AMMETER-ThrK phase with Gurre�Transfem+er and ph�se s�ixtor s�ritc�t,
E2�0'IQ44 IlfDtICTfOM R�L4Y•12�JrZp
�,'�N�� PUlY1PS 3 SYSTEMS
a Grsrt�Ca C 8a�nes Pvmp+.�nc Barnss R,r.r�pa, �na �ames r umps CanaG�.�r.
�Y p�butar Smes S Senncs Cvpt. Bid-To-Soec b Pro}sc!5ales 83 Yvest�nw
�0 Th�ra SUeatlP O.Bo:bb3 14851aunpLDn Ave. Brartnlsa.Oniario
Piqua,ahio���C,a03 Mor.sfl�b,Of►io 44907-2874 Car.adll L67 ZiA
at,:rs�n a,ta�Qs an:ts,9)na�s�� �n:�906)ss��223
Fuc:;93�773-7t57 F�c:4419y r,a.1�.?� Fa�c:t6C8)4E7-2�50
_ _ _J �..__ _-_ '_. .. . .. � ._ . �rv �,v �..� v�.. .� ..� �. � .l ' _ � _' �
, - � 4�• gRE�►K AW�1Y �l�'1'lt�i� sEc-r�o�u s
���� �� Standard and Non-Sparicing PAGE zT
� Models: BAF-d � SAF-�� �A� ys�
RE�.ACES T193
Specific�#ions:
.
B�F-�; S�r��ard
?ho stafianarv Fcrticr of tt:e BAF o�r+eis� of s spec:aliy designea �et
j � i�an�sae elbow whicn�a bc`teC:o t}'e !foor o`the w�t�+veiE.
7he purrp Dct�a tn tt�e cas;ire� mo�reable Dortion wnich�s free,�rioe up
j , ; and dcw�ihe y��de r�us �,,a��na is presse.�irrto a dcve-tailed graove
; on thetaperec tace oitl^e mavoab�a. ih�tapBrQe�ces ottr�a rnov�aCle
' anc ��a♦ o�cw al�w for a paafive �nabng of tha C-?ing b bSSe Tl+is
` � elastamer to cast i�cn c��tact aa9�rcs a cornpfate arQ posrave sralwh:c.�
� aliows pumps Co ��erate w;tt�ou; �yarau�ic ;eakrye, over wice range of
cischar�e Dressu�es.
F ihs guiCe rails arb at�Checi tfl !re basa �Ibow at Cne end an� to a
� st�,nluss strel 3weo yq'p w�ic't i; a�;tachs�;o tt�e urder5ida at tha wet
� we�l cflvx at tfie other�rt, �ot!� �^e Gviae Cac assembtyr and�re basa
� � CIDaw have Ca�t ron piugs wi',� aRirgs mcur+ted in them hri_n aid r
� locatinq �e�uide rails snd in red�,iciru,� naise and vibrat�on of�e�t;�de
� ' rails
� The ouide �a.is servs an�y:�g�:Ca,T�y c�rry n.no :f thQ pu�+p weig^:.
�-1T' (38mr�1 scr,sa��e 40 pipe shov!d be .:sec ior �rce rais. A.n
internee�ate gu�de pipe aracka!ahcu!d ba u5s3 far captt?s�f 13 t�et(AMj
1
i ;r more
i
�
' � S�F���; �I�n-�p�rking
�
Nlodei: �/ai�� i The stad,^.r3ry �.Crtior' of the 8r1r w,ns�s!s af a spec;siiy designad a3si
�rc��ae elb�w whitY 3 bGned to`S�e"oCr o}�tc wct md.
p��• 0$'7�'�� ( ?he pump botts to�^e bronz� mcveaele �x:io� wr:i� :s 4ae[o ndr up
�Ot�2F' BA�-E4 I a�a aewn ma ��iee�i�s.�n�Riny is pressea incc a�r:e-ta,tea�rcode
or.tn�taperac `ac�ct thv^na��eatie. The:3p��sd hces Of ihe�twvaaOlrt
P��, , �$7�1 I anC oese elbcw a�ow `vr ; ���ive r�hrg af i�e G-F:rg !o �ase. 7h;s
! eias'emer te cast r�n carrtnc:�ssurea a comptete ard�o�tive sea�wruch
� a�!ows Dumps to ope�te wittro�n�ydrauiic'eakape. over.vide ran�e of ,
ciscnarge F!BSSJfB3 I:l!}38 'TtBtin�parrs aso albw a non5parkmy-,cin; �
xh�c.� s rQquirad�n N�a�+�us��c�tons.
� 're cuide �a�ls are atrauhej ;o �!e basa elbo�.� et �r'+e er,d and 'o a
i s�irla_9 sleel G4ide �a0`N`'ch is athCned ta�e urderssoe o`th9 we:
; watf ccver At the other end, 8otn ttti� ;uide Gap aastmdfy and 7ie base
� aloow �rave cast iron plugs w*tt� ::-Rirgs rt�urRec in them which aic !n
� iaca_ng the guidt ra:15 aAd irt rsduang no�se and �'iDr3:lo�pf tre guda
� ��its.
1 T�e;uide ra�s ser.�e or,ly to gwce, t!^ey:arry nona oj the pump we�cht
1•?�' c38mm; schsduie �C piGe Zhou!c be �sec ir,� gui�a 2�1a An
�@$C�"l��lCl�1. � �ntem;ed�ate g�lisfe G�as�rscke:s�ovld Ca usad fo�Cept�s of 13 te�tt»M)
� or�nra
THE �RcAK A�NAY FIT?ItvG IS DESIGNE�?
TO ALLOW TNE SUBMERSISIE PUMP TO
8E INSTALL�D OR REM�VEO WITNOI;T
REQUIRING PERS�NNE�TO ENTER THE
YVET�A'E�L_
�ee;,agz�' `^. ��TIGNF�L �,'.ar~;�ci3cp Suxcr.
CRANE ���S�SYS��
9ar!�ea w.nnps,�ne Bames Pur*ps,inc 8ames�umps Caneda.irtc
A Cr�M Ca. �ompany C►se�but�Sales 3 Sarvic�Dept. 8id-'a•Spec 3 P*ojec:Saks 83 J1k�7rxe
420 Thrd StrsevP.O.Bcx A03 tatS Lsx:n�ton Av B�amalsa.Or�raro
riQua.Ohb 46Jbd-0003 Man9rie'�.Ohiv s.�80'•:C7a Ganade :3T �.JE
?h:(937)�1i�85 Ph:;4t 3)�4f 511 Ph:;SC�40.-�3
�a�c(93'�773-T157 Fax:(419}7?4?530 �ax:(SQ5'i457-2�s,5C
- �T_.._ ' '.. ._.. � . ��'. �'��..�1 ....� � �' �. . . ...� . ..7.. .., ..
sEcra,u B
�A�� za
' DATE � ?J97
RE�I�ICfi� T193
2 Hokes i� � '� �},�I.
ACCtN11il'lOdlto I {mn) i
3/$"t�a) Anchor — �
8�ts. �
T �
S 4,09 - I - -
' —� (:a�� ,—
-� � ; � � i
�.oa L s.� �
r,r� 1.00 'i ss t2s+r `� ; � �Slots on 7.54 cer�
_.� tz�} � �„o� i ; 1
� � �5.00_�3.ee� S.G 7o Accommodace
i i_ �,�� ros► 5!8 (t�) Satts,
�
Boetom af Access Daar, ,
2.d3 �3 t .►-I � . ,
� � � �1.75 � � .
(e7f'_"" " I ;s�� Z •
... a
�N� • •.,•
� • /� � �
_ i _._ � �. . --- • I . _ CL of Pump
— a ' ; 1-i12"tasl Sch.
� �� ;i � 4�??ipe.
,� i �i
I ' �,
�7 � ,�, ' '
,
: ��`.�", � !i Ir �25 Lb d";��
� � � ' � i Ra�se6 Faea
I � �' � Flango.
4 Si�ts?o , � �� '
�ccomrnodsta �
31�"{,9;Artchor �upiex- 17.6Z'tuat to 2s.1Z;s�u� ' 9.M
8otta. Trialex �29.50 ir^.�� �� s� tml "�"
�� i�ti) I
i �
� � �
f ! �— � � �
� ��� 8.10
3.88 � 1 . , � ��ea�
I!0) � .
�
I c�Ps, � ' ---- ---
7_� — - - 12.68 f ,
� , t 11"-1 - i
' � �� ' ' 7.87
� :
' lzoot
; : � i � � �
1.25�szi �..: } -._i j.�.; t.zs��a L i ` �
!�- a.;a � ,
nsa) � T,,, 1.�.,csy�. t.o� ' ,
�..— t�_88�aa2� -�. t�n {xs� �„� i
8.T'31�s} -�:
• 22,12;S62y FOR 4SE1�036EHA TNRU 4S�25a4SEHA,as�5o3�a 'iHRU 4sE�ooa�r�,
4XSE1Qd3dEHA T�1RU 4X9E2504bEHA At�D 4XSE25034EliA ?'}�iRU 4XS�10004�EHA.
�i���� �UMPS �SYSTEM5
A Cr�.w Ca Col�p�rry ��PurRps.'ne Bam.es?wnpa. tr�. ' 8arnes P�nps�.anaaa.Inc.
C+is:ntiut�r Sabs3 Serv�a QepL B�CrTo�3pec&�roject Sa+es 83 West rJnve
42C Third StrnvP 0.Box 803 td85 Le�gton Ave Bramal�a, Ontano
P;qua,Cha�5365-�603 Marm�isa, flnn 4180'45?� Caneda LS= 2.:8
P?t:(937)Et�-3586 PA:{�19)Tr 4-t51! Ph (906}i57�2�^3
Fax: (937) r'i�1157 Fax:(415)T14153A fan (BQE?d57-2E5�
____ . �_-� _ .. , --��.., �...� ., �.,.. ., � �.��. ,, , , .,.
� � LE'�EL ���T��LS SECT70N � �
�� �� �� PAG� 13
MErCtI l'�(,
. Pipe Mounted & Susp�n�Qd oA� i u��
�EQ�acFs ; �i�
SQG'�1�1Gat1O�15:
CASL£: Ma'enal: �9-2 SJO W-A, 4� Strand x�:;4. 90'C
Srre: 29 i 7 4rnm?Cia.
HCt1�ItiG; Matena;: Po�yprccyfene
Cacr Nannafry�pen-Elu�
P1om-elly Closed-ReC
1 ' G'.l+N!P f�dus:abie 1^i25rrmf.9"{i 6mm)
Std;nlass Steel with Palypro4ylena
8addle.
(Modeis 0'�8�3, 0'3d15 anc Q�36�?}
LvElGH7 Susoacded. ?28"{S7mm�Spn_ �eaC
wa�gttt w�tn Adfus'�bie siainiass stoN
ftbngs,;Madeis C73fi12,�7,i&i4 and
07367Ej
T[MPERATl1RE fit1T�NG: 6tl'C
SwftCH; Mercurf, Rarran.4r.q!e, Nor¢artel
5WITCH F'cATiNG� < SA�Lj' ?i!VAC RES
2.25A(�y 23QYAC R=S
Pipe �ounted: � �{��G�ip'�lO�l:
P/N's: 073613, �73615 & I
Q736'�7 J 'he�!erwry�evel�ontro4s ar�ava�labie in eithet a�tiae nnourted
� �� s�s�ende� c�r,�gurat;o^ wit^ 25 (PM) tc 200 feet �61L� of
� � cabie on p�N's Qi3b12,073613.073814&C73B15:FM 073518'
wii+� 13 fee! (SM) '(use 07361�, for lo!tiger lengths;. P!!v d�'�1'
f�" � wi�n 15 �"sM) 8 20 !ee# (6A�E). �
� tThey are piiei Cuty de•�ices which car,lr�! ihe fur.clian ef mcto� 'I
�oao devicss, su;�h as contaacrs, motor start�:�s. ana powe�
� � relays,t�aui�natic.alry cyCe a Furr.p or pur-�s.They can also be
;i used for alarm�gnal!rt�dQv�ces. Two Mercury�e�el Cantrn�s tor
;� � �one purro operat�cn;;hr*e ror a two pump operati4n. If an alamt
; �evice is used, add ana,her Levei Controi.
�
�
h
� i�vE�ceb�o�sE:.E�r�or, c!��zr
� c�ruTRo� c�� ; r�rP�-- ;ca*a'acrs
t NUMBER , . ._..___�EN4N7 � 1N5TALIAT�GIV i
! �?'r6'2 25Ft�3M1 IC 200Ft 6'�� Sus e ed � ODan
Suspended: �?�6'3 25Ft 3M to 200Ft 81�i� � P� e Uou��ed � o�
PIRv's: 073512, 4736�14 & ;�_6_y_ :s�t;�,,i to�oo�.ss,�u� ; s�oe�ed cio:ee
073616 _�;?6'5 �5�t(3ht!;o ZGCF�'M'i � FiDo �Oun�od ; Closod
�'3fi•6 "S�t ��M1 � S�rtpat'1Cad ��?^
�� s �%�6" 15Ft(�M)&24�t•.'6r�l; i Fi e Ivtoun:ed r. O�an
\�t�` '
Si�e cord ler,gth at dme of ar��ir�g
���E PUMRS i SYSTEMS
A Crsar Ca Company 3ames P,mpe,tr�e � Bames PumQ3 Inc. Bsmee Pumps CanaCa.�nc.
�?!sributo�Sa�ee 3 Sarv6ca E.`ePt 9b-To-Soec 6 Pro�ect Sales �J`+Veat�m•�
4,TrlrO S�etlP.O.$ox 4Q� 1485 Lsxin�ton Ave. �ma�ea.Crxarto
°Iqui,C17�o 43J3C�4001 Mar�sfie�d,Chio 444C7-2974 Carada �ET 2J6
Ph:(9J7��15�595 Pr r413�'7a-1 S1 I Pn:(g051 4�T�
F9x 193T)773-i 157 Fax:('�t�l'7L•530 Fer:(906)157-21550
_� __ .�_"_ . ... , ___ _ _____ . ...�.,.� .,.,,. _ .. �. .., ..� �y.. �.
' sECTFON � C
PAGE �
. oA� 2197
REPLACES 7193 �
' �+ch� TYPlCAL SiMPLDC W�tlNG SCi1EMATiC
�►ne+s �1 L2 L3
C �,' �� ,
�� �� - u
- ---. � -_ - ' �= :
OFF S7ART'EFt — _ = I
" COIL � ' '
AUXILIARY �
� CONTACT -- = =
-i--� -----. . t TO MOTOR
I O TYPICAL ALARM WIRING SC�fEMAT1C
� `, , L'.- 120V 90HZ _" __ ----+► =N
- ._----.J 4.54 �
� (�ts; ' - - SILE�ICE �
a.�as A�s.rc.; Li � 1. �. 3 /���' R!
-_..—L-�'--' --�--__.: ,r- ._.. -- E2 ;-�
� ,. , � ---
..� - ='�- R� �
� ..._
ALARM CC3NTAC; .
I {NiIN,-�LQA7� AIARM L,1GH�'
r-� ,�.eg �,.; � � -�: i
�8
t�) i '.R 1
R1 2 .�.i
;�� I
/
AUL718L�AiARls�i_
TYPfCAL PIPE MOUNTED INSTALLATION:
Genarai Commetrt9: j - MOIJ�iTtNG GR
1. N�rer work�n:i1�Sum�w�R tne �ower an. _' � �� DiSCHARGE PIP� :�
2. Acracn�e�evel G;.ritrois ta i�e rroun�ng pioe cr '� ! ;�
She pump Cistitt�rge p�pe ThE"off'Rce:shouFd.he � :� '�
beiow,�e"an"tfoat in a'�utttp ou"apalicaticn. �,� � ;I ,`i
3. Arrangs�te l.evel�ontt�ls so they ce nct�ngle ' � °! ;j
or hang up. � ,r
d. inss�t�e hese c;amp L`�rou�h t�e.wo slots ir ` � �'
me a�pe�cable ciamp, arcfe�se d�sc�arye pipe � ' I� � „ 'i
��,�nosQ*aarp, feed t�e ena ot+ne ncsE ! ;� '�N �LOA?
daR�p through,he sCtew ar1G�(jhLen. .��, ; '; ��
g. Mea;urng ths difl'erence�eNreen movnting ; fi��.,,_
poin-s given the 'pump down"difFerertbaL '' �I ';� � 'i
�, '` . DIFFERENT1Rl
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