221 2ND AVE N.PDF111111111111
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221 2ND AVE N
ADDRESS: 6�42-
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):,�
COVENANTS (RECORDED) FOR:
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CRITICAL AREAS: DETERMINATION: El Conditional Waiver E] Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
""YY)
PERMITS (OTHERVW�—
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED -
SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
LATEMP\DSTs\Forms\Street File Checklist.doc
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ProOR16"UKT[Rurance and Sonia Ranta STREET FILE
Property Address: 221 2nd Avenue N. Scale: 1 "=20,
FnnOlTy OF EDMONDS
13L)ILDING DEPARTMENT
WORK
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DEVELOPME . NT S CTR.
CITY OF EDEM"ONCDESS
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PLANNING DATA
NAME: ;;J;;, 5 DATE: t.-O - 1 2- - cl 2-
SITE ADDRESS: 15 .2-al a rtgsX4--j W PLAN CHKMO,'�-
PROJECT DESCRIPTION: N1q, � -> -
REDUCED SITE PLAN PROVIDED?(I�'/ N6--
MAP PAGE.. CORNER LOT: (Yes FLAG LOT: (Yes
ZONING: CO CRITICAL AREAS DETERMINATION #: 2
U Study Required:
U Conditional Waiver
SEPA DETERMINATION:
Fee
L3 Checklist
L3APO list w/ notarl,ed form
U (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. offuget Sound or Lake Ballinger)
Exempt Q:)'�
SETBACKS:
Required Setbacks: Ide: 1:3" -lilght Side: Co' Rear:
Street: ---C1 , Lefts
Actual Setbacks: k LJ1 9-w-geno-r—
Street:.-.;I 0 ' Left Side: Right Side: Rear.
Street map chocked for additional setback required? (Yes No DNA)
DETACHED STRUCTURES:
ROCKERIES:
FENCES/TRELLISES:
DAY WINDOWS / PROJECTING MODULATION:
Ja STAIR--Sm/ DECKS:
PARKING: Required: �CActual:—
'C
LOT AREA: at5l
LOT COVERAGE
Calculations: t t-9co
BUILDING HEIGHT: 00 - 85'
Datum Pomt4,tKk-j,0r-. C-M �Pjo Afy Datum Elevation: C'. C)9
M'ajxmUu9%K"9 "'N ' D!S' Q-5 -0 Actual Height: tooX?
A.D.U. CREATED?: (No /Yes) — 'Pc�e. Lj;�(-3^ I -
NO r4 - r) nr-jFCV- ?�& I I,-Y- -fy'jr-� - Ll =r (CC>.�
SUBDIVISION: 6n
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED�A�No
OTHER:
Plan Review
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Site inforiiiatlon,(s" og aph3c/hydrolo'
1. Site Addres'
s/Location:
IC9
2. Property Tax Account Number:
3. Approximate Site Siie'(acres or square fee
4. Is this site currently developed?
yes; no.
If yes; how is site developed? <Zy—, i'A 644
5. Describ e general site topo"graphy. Qheckall. that -apply'.
Flat: less than 5-feet elevation change Over entire site.
Rolling: slopes on site generally les's than 15% (a vertical rise -of" 10-feet over,A horizontal
distance of 66-feet).
Hilly: slopes, present on, site -of more than 15 % and less than, 30 % ( a vertical, nse of -10-feet
over a horizontal distance, of .33 to 66-feet).
Steep: grades of greater than 3.0%, present on site (a vertical rise of 10-feet over a horizontal
distance of less.than 334elet)..
Other (please describe):
6. Site contains areas of year-round standing water: Al pprox. Depth:
c9A e A
7. Site contains areas of seasonal standing water: �e,,
Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow shrubs mixed
urban landscaped (lawnshrubs etc)
.01
11. Obvious wetland is present on site: - tll�9
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Critical Areas Checklist.doc/3.19.2001
OV ED41 0 City of Odmoods
Development Services Department
Planning Division
Phone: 425.771.0220 -
loc. I SqZ Fax: 425.771.0221
The Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Dev'elppment
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of th ist is to enable'City staff to
determine whether wany, Critical Areas are, or,
0" -
may be, present on N �ubj'ect pro"t-",. The information
needed to co lete ther ist should be easily
available 70i �ovsite or data availableat
City Hall (Critica areGsoLl
,Av,entones, maps, or soil
surveys).
p*. Rec.eiveY f?
City Receipt#:
'.'Critical. 'Areas�,Fil
e
CHtical Areas Checklist Fee: $45.00
bate,Mailed�-toA"p�p-li�c'�a'rit:''�"— 46
Aproperty owner, or his/her authorized representative,
mustfill out the checklist' sign-, and �date it, andsubmit it
to the City. The City will review the checklist, make a
precursory site"' v6sit,-and 'make a det ition of the
to complete a development
permit application.
Please submit a vicinitymap,along with the signed copy
of this form to ' assist City staff in finding and locating the
S . pecific piece of property described -on this form6 In
additionj the applicant shall' include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this'Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns,'in consideration on the processing of the application agrees
to release, inderrmify, defend and hold the City of Edmonds harmless from any and all da miages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employe*es.
By my signature, I certify that the information and exhibits herewith subrimitted are true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner. as listed below.
SIGNATURE OF APPMANTIAGENT DATE
Property Owner's Authorization
By my signature, I certify that I have authorized the above App!icant/Agent to apply for the subject land use application,
and grant my permission for the public. officials and the staff of the -City of Edmonds to enter the subject Property for the
purposes of inspection and postin_&attendant to this application.
SIGNATURE OF OWNER DATE
PLEASE PRINT CLEARLY
Owner/Applicant:
Name
Street Address
city State Zip
Telephone:
Email address (optional):
Applicant Representative:
(y7
Name -
Street Address
City State zip
Telephone: 7,? 7<57-1
Email Address (optional):
Critical Areas Checklist.doc/3.19.2001
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APPROVED BY ENGINEERING STREET FILE ED
SEP 2 3 2002
EEL&
6EVEL2PMENT SERVICES CTR.
CITY OF EDMONDS
Date:-
PERMIT NO:- 961.1
G of Edmonds
ity
PERMIT EXPIRES
SIDE SEWER PERMIT
-1 V. t 0
Address of Construction: - 22 A Wk� LID #
Property Tax Account Parcel No. a49 93 P9 cb$;� 1:�0
Attach copies of all access and utility easements 121114 Verified and Approved by
Owner and/or Contractor:_,Z>-1-40^^4,P_
Contractor L icense#: Building. Permit#:
M'-�Single Family
M.ulti-Family (No. of Units
Commercial (No. of Units
Public
Invasion into City *Right�of Way: E] Yes, N 4o
*RW Construction Permit
4
Cross other "Private Property: Yes. No
"Attach legal description and copy of recorded easement.
Owher/Contractor ;z_.
'Owner or contractor signature and acknowledg-elKnt statement: Date
By signing for this permit I certify that I have read the City's public handout. entitled.
-Vide Sewer Specifications, and'shall comply with all City requirements outlined therein.
9 CALL DIAL -A -DIG (1-800-424f5,555) BEFORE ANY EXCAVATION, W
R FOWINSPECTION CALL.425-771-0220 extensionlkr�,
�24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REOUESTS
.................
FOR OFFICE USE..ONLY.
..........
.............. ...... ...... j . ..... . .........
Permit Fee $ R'epair Fee L#' '; Itsd6d B
Trunk Charge $ Date Issued
Assessment Fee $ Recei t No: y 7
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City Permit Surcharge Fee $5.00 Total Fees Paid $
NOTE: IF JOB SITEIS NOT READY INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready -YES NO Date: Initial:
Partial Inspection: Date: Initial:
Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVEM. Date: O:Z� Initial: As -built to Street File: V9
t- PERMIT MUST BE, POSTED ON -JOB SITE -M.
White Copy: File Green Copy: Inspector Buff Copy: Applicant
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SEWER
AS -BUILT
ADDRESS
221 2ND AVE N
PERMIT
NUMBER 9611
HOMEOWNER xxxxxxxxxx
CONTRACTOR
RANTA
DATE
05/03/02
DRAWN
BY SMAEL ABILA
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AppROVED 13Y ENGINEERING'
7PrAv-: X&A 46"Sal-pr-
2 2002
CITY Cko"I'lPff
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Date'. —X4 A\[
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REICEIVED
MAR 13 r102
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
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City of Edmonds. Permit No: ec;2
RIGHT-OF-WAY CONSTRUCTION PERMIT issue Date:
A. A ddress or Vicinity of Construction:
B. Type of WpootN specific):
C. 0Thtract tMIM�� I' e',O V-`1 ft e — (_0AXr 4.& (,
-e X"vk —
VL
jio�mg Address:
...State"ticeinse #: I-STRIO 408-6-6
D. "Building Permit # (if applicable):
Phone:
Liability Insurance: Bond: $
Side Sewer Permit # (if applicable
E. Commercial E] Subdivision City Project tUC (PUD, VERIZON, PSE, AT& T, OVWD)-
F� Multi -Family Single Family Other
INSPECTOR.: e� JIMM-11 11) 61 ibm_4�
El NO G. SIZE OF CUT 3 X
F. PAVEMENT CUT: S
CONCRETE CUT: V#ES F1 NO
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from
injuries, damages or claims of any kind or description. whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonids or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense
costs.and attorneyfees by reason ofgranting this -permit.
'THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLON7NG THE FINAL..
INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES W1LL BE HELD UNTIL THE FINAL STREET PATCH IS.
COMPLETED 1W CITY FORCES, AT WHICH TIMEA DEBITOR CREDIT 97LL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT.
Traffic control and* public safety shall be in accordance with City regulations as required by the City Engineer.' Every':
flag g�t'm'ust be' trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
i
required train ng in their -possession.
Restoration is to be in,accordance with City codes. All street -cut trench work. shall be patched with asphalt or City -
approved material'pr . ior to the end of the workday — NO EXCEPTIONS.
Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABOVE STATEMENTS AND'UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MA KE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature: '0� Date:'
// La
(Contractor or Agent)
FOR CITY USE ONLY
Approved by: ryn n �A I
Time Authoriied: Void After
Special Conditions: *T!!f4 Pr9%:QQV1?,Q 1:7�9
I* . . .......... 101a
Right-of-way Fee: -I- SF___
Disruption Fee/Fund 111:
Restoration Fee:
Total Fee:
Receipt No:
Issued by: (//boa,
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 13, 6).
FINAL APPROVAL OFPERMITTED WORK.- DATE:Nf
Inspector's Signature
For
uirenients see
ection Information handout.
NO WOIZK SHALL l3lJ;1N MUM TO 14',1MIT ISSUANCE
DAMy Documents\Forms\Engnmg\ROWpermit Am
DA ZoneC/F S.E. 1/4, SEC. 23 T27N., R.3 E.W.M. 202
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APPLICATION
for
The City of Edmonds SEDE SEWER PERMT EASEMENT No . ..........................................
NEW CONSTRUCTION 0 REPAIRS 0
111-02290
OWNER.......... Albert-.Tcxdd ----------------------------------------------------------------------
221 2nd Ave. N.
ADDRESS..........................................................................................................
0
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CONTRACTOR.................................................................................................. PERMIT No . ..........
LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
NAMEOF ADDITION .........................................................................................................................................
Dye Tested On Sewer 1972
Approved:
DATE................................................ By ......................................................................
a
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CITY OF EMMM H:'
200 DAYTON ST. EDMONDS. WASHINGTON 98020 - (20�)
DEPARTMENT OF PUBLIC WORKS
IN a r c h 16 , 1981
STREET FILE
'I
HARVE H. HARRISON
MAYOF,'.
Dear Resident:
On February 17, 1981, the Edmonds City Council passed'
Resolution 488 for construction, reconstruction and repair
of deteriorated sidewalks. A T)Uhlic hearing will be held
in the Council Chambers at the Civic (.'enter on April 21,1981
at 7:30'P.M. You are invited to attend
—this -hearing . for
e p 6 *i r alk
discussing 'r"_� .!b f-77ortions 'of (eter-Lorated'sidew
w
abutting your" -proper ty-'--':- Th6' itmp'rovement o si"de, 'alks in
need of reiDair at the expense of the abutting propertv
owner is provided by City Ordinance, Chapter 7.20 and
Revised Code of Washington, Chapter 35.68.
The areas needing repair have heen marked in paint on
the sidewalk adjoining your pror)erty. )�Pconstruction and
repair of these sidewalks Must h(2 completed on or before
September 1, 1981. In the event imprnv(nnents are not
completed within the above specifir!(I t-Jin(,�, tf)e City will
perform and complete the improvetile jit., t-he, (-,-xp(',nse of the
abutting property owner.
This action is in response to many citizen requests
and pedestrian falling accidents which have been increasing
in recent years as a result of sidewalk deterioration and
increased pedestrian traffic.
sincerely,
1-')*%'1-J) V. H1-R'/R1_-:RG
Director of Public Works
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CONSULT FACTORY FOR SPECIAL APPLICATIONS
systems, are available and - Variable level float svAtches are available for controlling single
• Electrical alternators, for duplex and three phase systerns.
supplied with an alarrn. s, are available - Double piggyback variable level float switches are available
• Mechanical alternators. for duplex system for variable level long cycle controls.
with or without alarm switches.
Standard all models
96 Senes — —
Model V.Its-ph TM,,=d.A-
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47
D '; 98 Auto �
Auto 47
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SELECTION GUIDE
1. Integral float operated 2-pole mechanical switch, no external control required.
2. Single Piggyback variable level 110,21 switch or double Piggyback variable level.
float switch. Refer to FM0477.
3. m ec; hanical alternator I o-0072 or 10-0075.
4. See FM0712, lot correct model of Elecuical Alternator. plex (3) or (4)
S. Control switch 10-0225 Used &3 8 control activator. specify du
lloat system.
CAUTION
All installation of controls, projection devices and wiring should be done by a qualified
ariable Level SvAches- and safety codes should be followed including the most
I Zoelfer prOducts refer to catalog On PiggAaj* V ew licensed electrician. All electrical d Health Act (OSHA).
For information on additiG- age Bas"' "487: recent National Electric Code (NEC) and the Occupational Safety an
1`1010477, Electrical Alternator. FMD486:Mechanical Alternator. FMD495; SUITIPIS
Sim 01, FMIS96: Alan Symins. FMO?32.
gle Phase Simplex Pump Contr
. RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller purnP.
MAIL TO P.O. BOX 16347
LwiMM, Ky 40256-M7
SHip TO: 3649 Cane RUn Road
Lo-isv&- Ky 40211-1961
-273 1 - 1 (800) SM-PUMP
7, 01 1(502)778
0 FAX (502) 774 4W41
hffpzVjtnvw.zoe1W-com
Copyright 20M Zoeller Co. All rights reserv0d.
. . ...................... I .......................
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Product information
presented here r flecis
conditions at time of
publication. Consult factory
regarding discrepancies of
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MAIL TO: P-0, BOX 16347 - LouisvilE, KY 4025r>-0347 oeller.com
SHIP TO: 3649 Cane Run Road - Louisvift KY 40211-1961
(502) 778-2731 - 1 (800) 92"UMP - FAX (.%2) 774-3624 7r-. ct, Mn
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... is So
OSI
-
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2-13
3_63
3-63
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1.29
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7
1.71
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.94
.0.94
1.26
0.45
8
10
944
10.55-
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raq:80
W1
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9LOY'.
11 7'
.17.77
7' . r
...2:97
.13.71
!S.,g
ss.49
_
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145
1.57
0.081
12
505
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7
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52.77
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.667�
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10
20
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7.42
19.6 1
19-61
.4,25'
. il:k �
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--`3.94-
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30
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0.�48
0.02
0
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.99
.6.43,
-
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am
0 0
0.03
1298
5.85
71.63
r ,W
8.57
.14.71.
40
rrPIPE
0.64
0 0�
0.03
0.04
6"
PIPE
14. 113
1&68
69.9-1
9.jw-
.2i.431�
KOi,
:,13W
47
45
0.72
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- 3�.97.
_50
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so
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'49 .29
ja;�ff.;
if
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65
1.04
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0.10
0.72
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70
70
75
1.12
1.20
0.11
0.83
0.04
16.07
w6 ow 3W 4
68 DO
11iff
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7608
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135,04
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7.00
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19.28.
:57
'14.-Ir
3
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95
1.52
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to5
0.07
14.95;-
'Jj747
;40' S 1 0
00
1 Do
1.60
0.19
1.11
0.08
. . ............. . .. ... .
110
,6
0.22
122
0.09
Ia
WN
120
1.92
0.26
1.33
0.11
0.12
8.
IPIE
'20.46'
N.§1
130
140
;�2.08-,
'2��4
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0.35
7.44
1.55
0.14
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:90:51
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166
16
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_760
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7. 15
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190
�AOV
. .....
v.0
XIT.'
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1.22
.28
0.07
0 D7
10"
IPE
no
220
432
40OXI
2:44-
-t�A=
_1
41
0.09
0.89
0.03
0.03
240
!184
0
.54
1.67
0. 10
0.12
099
1.06
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a
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xil
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,
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7jrq
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114
1.22
0-04
.05
300
1.92
1.30
0.06
320
340
0.19
136
D 06
0.07
12l
IPE
390
ZAK
t��X"
.43;
ITO
746
1.54
0.08
1.00
DA
380
1.63
0.
1-13
400
_450
iT.2t'-
te=
I.S3
o.
1.28
142
O.D
0.0
Soo
1.56
0.0
550
600
1.70
1.84
0.0
0.0
650
--Too
�1�11*
iin,011;
_6
VWg,
7*U
5,7. _5
-t
6."
W6.
�;�Lfw
Boo
4.
650
M mrry
solids
The vetocity of two (2) fect per 3e=no W V_.,Y
The Shaded arm above indicateS those accepted velocities over two (2) It 13ec.
j)jft shown Is WICULAW from WIIi2MS and Hazen formula:
H =1043.94 X ((Cri.852) i ((C41.852 X D^4.8656)))
USING: C 150 for watey at 60 degrees F. C = coeftent for . roughness of the interior pipe surface for plastic pipe
H head loss in Fr.
v fluid velocityin FTISEC.
D -inside diameter of the pipe in INCHES.
,o=flowrate GPM
Q Copyright 1999 Zoeller Co. All rights reserVed.
MAY-39-2002 THU 05:30 PM CG 6 INEERING
il�
a 24 h (IS in)
B-OFLk 60H,i
Motor
0 HfshWeii pole wMe-tim' a'1-0V-8T6Qd--*
1550 RPM
Sump qiamder
hplex 30' (762mm)
41,110MIORMIlDn,
Wide upple flom Mich"
maell'als ul Constrwflon
(rass, To Cast
Impeller
Thtrmorplapic vortex
Discharge Si2a
1-1/2' NPT(38.1 mm)
Solids hnndlino
19.1
joitLr car d
20', VW
S7up-ciiar Fcolu'ries
, Carbon/Cerandt nwhankol ieal
• Oil filled motor w/auturnolic resel 1hermal overfou d
• Uses single raw hall bearing tonsirudion
• F19gy-bria plug availame for easy mainlimancl
mid replalerneril
121- 40
9 -tz; 30
PZ
6 20
C),
3 � I',— 10
01 0
FAX NO. 425f. 5536 P. 02
(apacily-U.S. G.P.M. 10 20 30 40 so
Lilers/Satond 0 11 2
__ J�h Read E�uem.ond O�! �iariq
--- Typical APFAcalion, "
(apadlies
to 33 GPM (2.1
fleadi
to 37 11 (11.3 in),
tlecmi�al
11500, 10-11FLA, 60Hz
230V Is, S.5FLk 6ONz
Me For—
0 H'P
pfoledion.] SSO RPM
Vin-ir;u; iecommended
Simplex = I S' (4 57mm)
Sump DIUM4101 Duplex = 30' 1762mm)
..Aulornali(Opeitlion
Wide-angle flool sivilth (Wn-7ul cn;i4ibli)
—(Icz
6erials of construdie-n-
3-0cosl-ir'o'n
(mpoller
T�* iimip6j��.
.pisillurpe Size
1-1/2' 011.1min)
Solids handling
3/4' (19.1 mm)
rd
Power-w- �
I �q
S�-perior Features
a Carbo-/C�rami( mechanical seal
- Oil rilld motor w/aulornalic resiat thermal
overlood for maximum pralecrion
- Bull bearing tansiruclift
@ Piqgy-�Pcllt plug available for amy mamlenon(e
und replocamimi
0 Palepled inlel defign for belier solids boding
' Rufur to vour atithnrLvM Ine.al Hvilmmitir.7m r1ka0v an, — 0— 4—m- 4— �fh— .—C—ti— ,
Jul 16 02 03:36p H.-B Jaeger Co. 360-568-7506 P.1
SECTION: 2.20-035
FMO973
011,
a Supersedes
Product information
here reflects 0198
at lime of
'u"ication. Consult factory visit our web site.,
�egard!ng discrepancies or MAIL TO. P.O. BOX 16347 -Louisville, KY 40256-0347
stericies. SHIP To. 3649 Cane Run Road - LoWsville, KY 40211-1961 http.-IAvww.zoetter.com
(502) 778-27�K- I (Boo) 92&P,,UMP - FAX (502) 77.4-3624
COMPARE THESE FEATURES
• Non -clogging engineered plastic vortex
impeller design.
• Corrosion resistant powder coated epoxyfinish.
• Durable cast construct ion. Cast switch case,
motor and pump housing and base. No
sheet metal parts to rust or corrode.
• Castings - All cast iron class 25-30 25000#
tensile strength.
• Bearings - Upper & lower oil fed cast iron.
• Stainless steel screws. guard, handle and
arm and seal assembly..
• Float operated submersible (NEMA 6)
2-pole mechanical switch.
• Oil4illed motor —hermetically sealed.
• Permanent split capacitor motor
• Entire unit pressure tested after assembly.
• Automatic reset thermal overldad
protection.
• Carbon and ceramic shaft seal.
• Watertight neoprene "EY ring between
motor and pump hou s � n g -
• Maximum temperature for effluent or
clewatering 1300 F. - 54' C.
• 60 cycles, 1725 RPM
• Passes 1/2 inch solids (sphere).
• No screens to clog.
• Standard cord length 15' (UL listed).
• 1 W NPT Discharge (1 112" X 2" PVC Adapter
included with BN & BE Models).
• On point � 91/2"
• Off point - 3"
• Major width - 10 1/8"
• Height - 12. STREET A
SIMPLEX AND DUPLEX
SYSTEMS AVAILABLE
PACKAGED SYSTEMS
AVAILABLE
Note: The sizing of effluent syslerns normally requires
141 1 �f 1� !nl roperlysized
vadable leve va W r
basins to achieve required j)urn',_ ig cycles.
0 Copyright 2000 Zoeller Co. All rights reserved.
98 Cast Iron Series
"FLOW-wMATE
(FOR PUMP PREFIX IDEN77FICA 77ON SEE NEWS & VIEWS 0052)
FOR SEPTIC TANK
LOW PRESSURE PIPE (LPP)
AND ENHANCED FLOW STEP SYSTEMS
C10 EFFLUENT AIEM67
OR DEWATERING PUMP
SUBMERSIBLE
11/2" NPT DISCHARGE
MOD
. Ai
. '12
A,
Vi
E
I I . a
JUI 1b U2 03:36p H B Jaeger Co.-,,
360-568-7506
1 1/2--1 112 NPT
0 160 240
'LOW PER YINUTE
009971
CONSULT FACTORY FOR SPECIAL APPLICATIONS
p-2
18
t6
4 16
SKI 102
• Electrical alternators, for dUlplex systems, are available and , Variable level float switches are available for controlling single
supplied with an alarm. and three phase systems.
• Mechanical alternators, for duplex systems, are available - Double piggyback variable level float switches are available
with or without alarm swilcnes. for variable level long cycle controls.
Standard all models - Weiaht 39 lbs. - 1/2 HA
90 Series Control Selection
Model
Volts -Ph
Mode
Amps
Simplex
Duplex
M98
115 1
Auto
9.4
1 of I & 7
1498
115 1
Non
9.4
21 or 2 & 6
3or4 & 5
D98
230 1
Auto
,,7
1 or I & 7
E98 -
230 1
Non
2 or 2 & 6
3 or 4 & 5
For ittilmlion on addifional Zoeller producis to caiajog -n Pknyback Van" Level Switches,
FMO477;EWchicalAilemator.FMO486:MechaniciI Altematci. FW495: Sump/SewageWns, FMO487;
SNIe Phase Simplex PumpControl, FM 1596: A:,irrn F&13732.
SELECTION GUIDE
I . integral float operated 2-pole mechanical switch, no external control required,
2. Single piggyback variable level float switch or double piggyback variable level,
float switch. Refer to FMO477.
3. Mechanical alternator 10-0072 or 10-0075.
4. See FMO712. for correct model of Electrical Afternator.
5. Control switch 10-0225 Used as a control activator. specify duplex (3) or (4)
float system.
CAUTION
All installation Of Controls, protection devices end wifing should be done by a qualified
licensed electrician. All electrical and safety codes should be followed Including the most
recent National Electric Code (NEC) and the occupational Safely and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual Conditions a reserve safety factor is engineered into the design of every Zoeller pump.
MAIL TO P.O. BOX 16347
t ouisvill;' KY 40256-0347 WaLd2durars of. .
SHIP TO: 3649 Cam Rull Road
Louisville, KY 40211-1961
(502) 7 78 -2731 - 1 (800) 928-PUJWP
hillp:(91triviv roeflier, com k' / FAX (502) 774-3624
Copyright 2000 ZoOler Co. All rights reserved.
0
REC IVED
APR' 2.2 2002
ENGINEERING DIVISION
RECEIVED
APR 2 2 2002
DEVELOPMENT SERVICES
—24
ej� 1&7'