15723 70TH AVE W.PDF11111111111111
14926
15723 70TH AVE W
ADDRESS: (i57Z--5 -7OTh f}VE L(�
TAX ACCOUNT/PARCEL #:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: ❑Conditional Waiver Study Required ❑Waiver
CRITICAL AREAS #: DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: (b1-7 DCt
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
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) #:
GEOTECH REPORT DATED:
STREET USE/ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
q11
STANDARD
OWNER:
Eh Hlji� EiL 777]
DETENTION SYSTEM -WORKSHEET
(5000 SF OR LESS
ADDRESS: CALC. BY: G �
l ,� ,�D•� Ave PHONE: -
DATE: -
IMPERVIOUS SUFACE AREA "L �S)3 PIPE DIA. PIPE LENGTH 215 ORIFICE
FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM
OCKING LID (TYP.)
L RIM ��2 IM ELEV.LELEV���
uc cw ivrvfrirc 6" Min. clearance r^�
FINISHED 'Z / / FConc.
Measured from top of RIM ELEV. GGRADE box or riser.
UPPER CATCH BASIN
0.5% TO 1.0% SLOPE 904
V. ELEV.";9o'S7L?
9" MIN.
CONTROL CS
L11
TO CITY CONVEYANCE
HNV.
ELEV.
Z
OUTLET �T%9•
CONTROL
ORIFICE
INV. ELEV17-1•
2'X2•x12" DEEP CONTROL CATCH BASIN
(4"•6" QUARRY SPALLS OR EQUAL) COVER
FROM CONTROL C
Ea—
CONTROLCB
SHALL BE PERPENDICULAR
TO SPREADER TRENCH—
PERF. PIPE SHALL BE
LEVEL & CAPPED AT ENDS
RIPRAP OUTLET
1
---1.5'----I
SPREADER TRENCH
'TRENCH SHALL BE LINED
WITH MIRAF1 & ON TOP
WASHED DRAIN ROCK
CITY STORM
CONVEYANCE
SYSTEM
SPREADER TRENCH
SHALL BE A MIN.
OF 10' LONG AND
PERPENDICULAR
TO CONTROL CB.
l t f,
23 2008
NOTES
1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION
SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS. APPROVED BY
2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property
owner. Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. ¢ J
The outlet control orifice must be kept open at all times. Al
DATE
•
�j
Table 1 -- Detention Pipe Sizes
" Impervious
Surface
Required
Pipe Diameter
Area Sq. Ft.
Vol Cu Ft
15"'
18"
24"
30" �r
2000
50
40
28
16
10 ?
2500
62
50
35
20
13
3000
75
60
42
24
15 Required pipe
3500
87
70
49
28
18 iength in feet
4000
100
80
56
32
21
4500
112
90
63
36
23
5000
125
100
70
40
25
"NOTE: Use the next
highest surface area to determine detention size if calculated
impervious surface area is
greater than 1/2 the value between numbers. (i.e., 2280 use 2500)
I Table 2 -- Outlet Orifice Sizes I
Impervious Surface
Area Sq. Ft. Outlet Orifice Diameter (Inches)
2000-2999 5/8
3000-3999 3/4
4000-5000 718
ITable
3 -- Rectangular Catch Basin Requirements
Detention
Max. Size
Catch Basin.
pipe diameter
knockout
Type
< 18"
20"
Type I, CB 15
18" to 24"
26"
Type IL, CB 16
24" to 36"
36"
Type II, CB 19 19 (48" Basin)
36" to 42"
42"
Type II, CB 19 19 (54" Basin)
'Source: Assoc. Sand & Gravel Co. Standards
ALLLOWABLE STORM DRAINAGE
DETENTION OR CONVEYANCE MATERIALS:
• Reinforced Concrete (right-of-way)
• Non -reinforced Concrete (non -right-of-way)
• Aluminized Steel
• Aluminum 16 GA or better
• CMP As halt Coated
• 12 ADS HDPE (Min. 2' cover required under paved areas) watertight
• PVC-SDR 35, ASTMD-3034 or better
• Ribbed PVC pipe, ASTM D-2444
• Ducticle iron pipe Class 50
- Tightlines system:
• N-12 Smooth Wall
• PVC-SDR 35, ASTMD-3034, or better
• Hancor F-810
S:\ENGR\HANDOUTS\Drainage tables E21
Little G IAIST
Pump Company
Little Giant Pump Company
P. O. Box 12010
Oklahoma City, OK 73157-2010
405.947.2511 • Fax: 405.947.8720
www.LittleGiant.com
customerservice@Igpc.com
10SH-CIM
� y
10SH-CIA-RFS
INTRODUCTION
Little Giant Submersible 10SH Series Sewage Ejector Pumps are recommended for use in basins or lift
'stations and suitable for pumping sewage, effluent, wastewater and other non -explosive, non -corrosive
liquids. The. 10SH Series Sewage Ejector Pumps have 1-1/4" spherical solids handling capability.
Automatic operation can be achieved with the use of the RFS Remote Float Switch. Other accessories such
as basins, check valves and covers are also available.
UNPACKING
OleAiant pumps are carefully packaged, inspected and tested to insure safe operation and delivery.
When you receive your pump, examine it carefully to determine that there are no broken or damaged parts
that may have occurred during shipment. If damage has occurred, make notation and notify the firm from
which you purchased the pump and they will assist you in replacement or repair, if required.
SPECIFICATIONS
Discharge: 10SH Series _2iym vertical
Intake: 10SH Series:i 1.75" diameter opening
Housing: Cast iron
Volute: Cast iron
Impeller: Vortex design nylon, with pressure relief vanes
Motor: Split phase induction, 1750 RPM, with automatic reset thermal overload protection
Hardware: 300 Series stainless steel
Bearing: Double shielded bail
Shaft Seal: Mechanical, spring loaded, stationary carbon with Nitrile boot and rotating ceramic seat
Power Cord: 16 AWG 3-conductor copper stranded
Cooling: The motor housing contains a cooling oil to provide cooling for the motor and to lubricate
bearings and seals: These pumps are capable of operating with the motor housing partially
exposed for extended periods of time,.. providing sufficient motor cooling and bearing
. lubrication. However, for the best cooling and longest motor fife, the liquid level being pumped
should normally be above the top of the cast iron motor housing.
SAFETY GUIDELINES
IV
AWARNINGA
WARNING: RISK OF ELECTRIC SHOCK. This pump is supplied with a grounding conductor and/or
grounding type attachment plug. To reduce the risk of electric shock, be certain that it is connected
to a properly grounded grounding type receptacle.
Your pump is equipped with a 3-prong electrical plug. The third prong is to ground the pump to prevent
possible electrical shock hazard. Do not remove the third prong from the plug. A separate branch circuit
is recommended. Do not use an extension cord.
When a pump is in a basin, etc., do not touch motor, pipes or water until unit is unplugged or shut off. If
shut-off box is not accessible, call the electric company to shut off service to the house, or call your local
fire department for instructions. Failure to follow this warning can result in fatal electrical shock.
The flexible PVC jacketed cord assembly mounted to the pump must not be modified in any way, with the
exception of shortening the cord to fit into a control panel. Any splice between the pump and the control
panel must be made within a junction box and mounted outside of the basin, and comply with the National
Electrical Code. Do not use the power cord for lifting the pump.
The pump motor is equipped with an automatic resetting thermal protector and may restart unexpectedly.
Protector tripping is an indication of motor overloading as a result of operating the pump at low heads (low
riicr•.hnrnP ractrintinnl P.Yr P.CCIVP.IV hinh nr Inw vnitnnP innrioni intP wirinn innnrront mntnr nnnnaMinne nr
Pump must be placed on a hard level surface. Never place pump directly on clay, earth or gravel surfaces.
A check valve must be used in the discharge line to prevent backflow of liquid into the basin. The check
valve should be a free flow valve that will easily pass solids.
CAUTION: For best performance of check valves, when handling solids install in a horizontal position or
at an angle of no more than 45°. Do not install check valve in a vertical position as solids may settle in valve
and prevent opening on start-up.
When a check valve is used drill a 3/16" hole in the discharg6 pipe approximately 1" to 2" above the pump
discharge connection and below check valve to prevent air locking of the pump.
WIRING
Check local electrical and building codes before installation. The installation must be in accordance with
their regulations as well as the most recent National Electrical Code (NEC).
To conform to the National Electrical Code all pumps must be wired with 14 AWG or larger wire. For runs
to 250', 14 AWG wire is sufficient. For longer runs, consult a qualified electrician or the factory.
Pump should be connected or wired to its own circuit with no other outlets or equipment in the circuit line.
Fuses and circuit breaker should be of ample capacity in the electrical circuit. See chart below.
H.P.
VOLTAGE
FUSE OR CIRCUIT
FBREAKER
AMPS
1/2
115
20
1/2
230
15
REMOTE FLOAT SWITCH LEVEL CONTROL
The RFS series pumps are equipped with a remote float switch level control. This level control is sealed in
a polypropylene float cylinder. For automatic operation, the pump must be plugged or wired into a remote
float switch. Pump will run continuously if plugged directly into an electrical outlet.
When the level rises in the basin, the cylinder floats up with the level. When the cylinder position is at an
angle of about 45' the switch activates and starts the pump motor.
As the level draws down, the cylinder floats down and when it is again at an angle of about 45°, the switch
deactivates, and the pump motor stops.
NOTE: BE CERTAIN PUMP IS SECURE IN BASIN AND CYLINDER. FLOATS UNOBSTRUCTED WITHOUT
TOUCHING THE BASIN WALLS OR PLUMBING.
REMOTE FLOAT SWITCH INSTALLATION
1. The float switch consists of three parts:
a. switch
b. cord clamp
c. clamp screw
NOTE: If screw is lost, use a #10-16 x 1/2" long tapping screw.
2. Attach cord clamp to pump cover as shown in Figure 3. The clamp must be positioned as shown to
allow free operation of float. Be sure to locate pump and switch power cords away from switch float.
3. A 3-1/2" tether length is recommended. When a tether length of 3-1/2" is used, a minimum basin
diameter of 18" is recommended. The tether length is measured as shown in Figure 3.
4. After desired tether length is established hand tighten clamp screw.
5. TESTING: Without water in basin plug pump power cord into switch in -line -plug. Plug switch into
outlet. Lift float and watch for pump to operate. Do not run pump for more than 5 seconds.
OPERATION
TESTING PUMP OPERATION
RFS SERIES SEWAGE EJECTOR PUMPS
1. These pumps are equipped with a remote float switch.
2. These pumps are installed in a basin with a sealed cover, so switch operation cannot be observed. The
sump cover usually will have. a spare hole that is plugged with a rubber plug. This plug can be removed
and switch operation can be observed.
3. Plug power cord and remote float switch power cord into a grounded receptacle with voltage consistent
with pump voltage as indicated on pump nameplate.
4. Run water into basin until pump starts.
5. Be sure gate valve in discharge line is open.
6. Allow pump to operate through several on -off cycles.
wuiu reSun ni senoua ooany injury anaior property aamage.
2. DO NOT USE TO PUMP FLAMMABLE OR EXPLOSIVE FLUIDS SUCH AS GASOLINE, FUEL OIL,
KEROSENE, ETC. DO NOT USE IN EXPLOSIVE ATMOSPHERES OR HAZARDOUS LOCATIONS AS
CLASSIFIED BY NEC, ANSI/NFPA70. FAILURE TO FOLLOW THIS WARNING CAN RESULT IN PER-
SONAL INJURY AND/OR PROPERTY DAMAGE.
3. During normal operation the pump is immersed in water. Also, during rain storms, water may be present
in the surrounding area of the pump. Caution must be used to prevent bodily injury when working near
the pump:
a. The plug must be removed from the receptacle prior to touching, servicing or repairing.the pump.
b. To minimize possible fatal electrical shock hazard, extreme care should be, used when changing
fuses. Do not stand in water while changing fuses or insert your finger into the fuse socket.
4. Do not run the pump in a dry basin. If the pump is run in a dry basin, the surface temperature of the
pump will rise to a high level. This high level could cause skin burns if the pump is touched and will
cause serious damage to your pump.
5. Do not oil the motor. The pump housing is sealed. A high grade dielectric oil devoid of water has been
put into the motor housing at the factory. Use of other oil could cause serious electric shock and/or
permanent damage to the pump.
6. This pump's motor housing is filled with a dielectric lubricant at the factory for optimum motor heat
transfer and lifetime lubrication of the bearings. Use of any other lubricant could cause damage and
void the warranty. This lubricant is non -toxic; however, if it escapes the motor housing, it should be
removed from the surface quickly by placing newspapers or other absorbent material on the water
surface to soak it up, so aquatic life is undisturbed.
INSTALLATION
Pump must be installed in a suitable gas tight basin which is at least 18" in diameter and 30" deep, and
vented in accordance with local plumbing codes.
10SH Series Sewage Pumps feature a 2" female NPT discharge.
Pump can be installed with ABS, PVC, polyethylene or galvanized steel pipe. Proper adapters are required
to connect plastic pipe to pump.
Figure 1. 10SH SERIES
CAUTION: This type of operation should be used only for emergency use or when a large volume of water
is to be pumped. Pump must not be allowed to run dry. If pump is run dry, it may damage pump and void
the warranty.
MAINTENANCE AND SERVICE
If pump does not operate properly, consult the Troubleshooting Chart. If trouble' can not be located with
these steps shown, consult your pump dealer or take pump to a Little Giant authorized service center.
CAUTION: When working on pump or switch, always unplug pump power cord in addition to removing
fuse or shutting off circuit breaker before working on pump.
CLEANING IMPELLER AND VOLUTE
1. Remove screws that hold volute to motor housing.
2. Remove volute and clean impeller and volute passage. Do not use strong solvents on impeller.
3. Be sure impeller turns freely after cleaning.
4. WARNING: DO NOT REMOVE IMPELLER. REMOVAL OF IMPELLER REQUIRES SPECIAL TOOLS
AND IS TO BE DONE ONLY BY AN AUTHORIZED SERVICE CENTER.DO NOT REMOVE MOTOR
HOUSING COVER. WARRANTY IS VOID IF MOTOR HOUSING COVER, IMPELLER OR SEALS HAVE
BEEN REMOVED.
ANY REPAIR ON MOTOR MUST BE DONE BY AN AUTHORIZED LITTLE GIANT SERVICE CENTER.
Figure 2. FLOW- LITERS/MINUTE
0 120 240 360 480 Soo 720
0 20 40 s0 80 100 120 140
FLOW- GALLONS/MINUTE
8.75
7.5
say I'
W
ra
5 1
175
2.5
125
0
Model No.
Catalog
No.
Listing(s)
HP
Volts
Solids Size
(dia. in.)
Amps/
Watts
GPM Q
Head
Shut Off
P.S.I.
Power
Cord (ft.)
Wt.
(lbs.)
Dimensions
(H x L x W in in.)
10,
15'
20'
25'
10SH-CIM
511420
UUCSA
1/2
115
1-1/4"
'11/900
100
80
55
20
28'
12.1
15
41.5
12.00 x 10.3 78.25
10SH-CIM
511480
UUCSA
1/2
208-240
1-1/4"
5.5/900
100
80
55
20
28'
12.1
15
41.5
12.00 x 10.3 x 8.25
10SH-CIA-RFS
511520
UUCSA
1/2
115
1-1/4"
11/900
100
80
55
20
28'
12.1
15
1 41.5
12.00 x 10.3 x 8.25
0
•
Cameron Huebner
2 2009
15719 70'h Ave W
3L LDINQpEP RTMENT
Edmonds, WA98026
Cl�IYC'�G r�'-0ND6
Phone: (206) 351-8716
Email: Cameron@hdco-cpa.com
To: Jennifer Collins, Engineering
City of Edmonds
Engineering Division
Re: Engineering Review Check #BLD20080306
Huebner Residence
Response to letter dated September 30, 2009
STREET '0"
FILE
a. The pipe is 2 inch inside diameter PVC schedule 40. The total length of the pipe
is 80 feet.
b. There are 4 90 degree fittings.
c. The difference in elevation is 10 feet.
d. The maximum discharge at 10 feet is 100 gallons per minute.
/FO BY
ENGWEERNG
#P2o
Critical Areas Checklist
CA File No: 200 -013�
Site Information (soils/topography/hydrology/vegetation) WA
qL. Site Address/Location I5723 'to- jE �� Conoom 1901t
Z Property Tax Acomad-Number: DOS/ 3•-1O 000 2104
3. Approximate Site Size (acres or square feet): 174 970 so {�
4. Is this site currently developed? _ yes; X no.
If yes; how is site developed?
5. Describe the general site topography. Check" all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling. slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distaru:e of 664eet).
I- Y' slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a. horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains antes of year-round standing water. NO ; Approx. Depth
7. Site contains areas of seasonal standing water. Na : Approx. Depth -
What season(s) of the year?
8. Site is in the floodway JAJ 0 floodplain of a watercourse. .
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
f LO Flows are seasonal? (What time of year? ).
10. Site is primaril): forested So+ rues - meadow ; shrubs mixedy�
urban landscaped (lawn, shrubs etc)
11.' Obvious wetland is present on site. -
For City Staff Use Only ao PA . SOS
1. Plan Check Number, if applicable? N/A
2 Site is zoned? Rom- \�
3. SCS mapped soil type(s)? _ 5 -Amer r� ��.�. ��nrl c,`zm sue
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
E s)W,am ii2z��-�%
5. Site within design((al1ted iearth-subsidence landsliderea
`` hazard a? - `
An M��P t.na1 deNec-, • ,,y ck�
E��on Ha.�ascl�-� DEI'ERMMII�iATIOI�
-V STUDY REOUIRED WAMM
0 •
#20
,
° $ City. of Edmonds Date Reed: �o
Development Seaviees Department City Receipt #: O
Planning Division Critical- Areas File M. t,^�tA-aC1��-Old
Phone: 425.771.0220 Critical Areas Checklist Fee: $M5.00
10C. I see . Fax: 425.771.0221 Date Mailed to Applicant -
The Critical Areas Checklist contained on this form is to
be filled out- by any person, preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
deterinine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall (Critical areas inventories, maps, or soil
surveys) -
A property owner, or his/her authorized representative,
mist fill out the checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, 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, indemnify, defend and hold the City`of Edmonds harmless from any and all damages, 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/hei is agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this applic on the behalf of the owner as listed below.
SIGNATURE OF APPMANI'/AGENT DATE IO 47 y
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to -apply for the subject land use application,
and grant my permission for the public officials and the staffof the.City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application.
SIGNATURE OF OWNER �l�C �• DATE lQ .3 Ar
PLEASEPRINT CLEARLY
Owner/Applicant:
F_ O �4vE Bnl£R
Name
it '104�' ��� vJ
Street Address
Applicant Representative:
CA►CR00, HvealMA-
Name
1 S' 11 q -1 bkh' Qom' VJ
Street. Address
City State Zip City State Zip
Telephone: (9 2!) 7V3- y3-7y
Email address (optional): eAk0WCo—CP0'. Gen,
Telephone:
Email Address (optional): C4 m p hd co - �P . co M
CITY OF EDMONDS
CRITICAL AREAS RECONNAISSANCE REPORT
Site Location: 15723 - 70t' Avenue West Tax Acct. Number: 00513100002106
Determination: Study Required Determination #: CRA-2007-0136
Applicant: Cameron Huebner Owner: Ed Huebner
CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED
During review and inspection of the subject site, it was found that the site contains and/or is
adjacent to an Erosion Hazard Area, pursuant to Chapters 23.40 and 23.80 of the Edmonds
Community Development Code (ECDC).
GENERAL CRITICAL AREAS REPORT REQUIREMENTS
Critical Areas Reports identify, classify, and delineate any areas on or adjacent to the subject
property that may qualify as critical areas. They also assess these areas and identify any
potential impacts resulting from your specific development proposal. If a specific development
proposal results in an alteration to a critical area, the critical areas report will also contain a
mitigation plan. You have the option of completing the portion of the study that classifies and
delineates the critical areas and waiting until you have a specific development proposal to
complete the study. You may also choose to submit the entire study with your specific
development application.
• Please review the minimum report requirements for all types of Critical Areas that are
listed in ECDC 23.40.090.D. There are additional report requirements for different types
of critical areas (see below).
• Note that it is important for the report to be prepared by a qualified professional as
defined in the ordinance. There are options on how to complete a critical areas study,
and there is an approved list of consultants that you may choose from. You may contact
the Planning Division for more information.
• General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110
through 23.40.140.
STUDY REQUIREMENT - EROSION HAZARD AREA
It appears that this property contains or is adjacent to an Erosion Hazard Area: Erosion Hazard
Areas include:
• Those areas with Alderwood and Everett series soils on slopes of 15 percent or greater.
• Any area with slopes of 15 percent or greater and impermeable soils interbedded with
granular soils and springs or ground water seepage.
• Areas with significant visible evidence of ground water seepage, and which also include
existing landslide deposits regardless of slope.
0 •
DEVELOPMENT PROPOSALS ASSOCIATED WITH EROSION HAZARD AREAS
Development within an Erosion Hazard Area must meet additional criteria.
• For erosion hazard areas with suitable slope stability, the only critical area study needed
is an erosion and sediment control plan prepared in compliance with the requirements
set forth in Chapter 18.30 ECDC as part of the construction documents. This option is
at the director's discretion, per Edmonds Community Development Code section
20.80.050. G.
• In areas where the slope stability is not suitable, projects within Erosion Hazard Areas
will require a report by a licensed Geotechnical Engineer or other qualified professional.
Note that it is important for the report to be prepared by a qualified professional as
defined in the ordinance.
• Report requirements are given in ECDC 23.80.050, and more generally in ECDC
23.40.090. D.
• Development standards are given in ECDC 23.80.060 and 23.80.070.
ALLOWED ACTIVITIES
Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If
you have any questions about whether your proposed development qualifies as. an allowed
activity, please contact a Planner for more information.
EXEMPT DEVELOPMENT PROPOSALS
Certain development proposals may be exempt from Critical Areas Requirements (ECDC
23.40.230). If you think that a specific development proposal may be exempt, contact a
Planner for more information.
Jennifer
Name / Signaturef/ Date
NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be found on
the City of Edmonds website at www.ci.edmonds.wa.us.
AT:
Certrfzcate ofOccupaCY
3 70"' Avenue W
PER INT
Occupancy established by this certificate:
No. Stories: 2 - B
DEPARTMENT OF BUILDINGS
:RNA/TIONAL RESIDENTIAL CODE SECTION R110
.Building Permit #:� BLD2008-0306
R3 a Dwelling Units: 1
f Yes ?� : .. Type of Construction: VB
Owner of building: Edward -Huebner- /5--
The Single Family Residence at 1572i7othAvenue�W-� has�been^ii�spected and approved complying with the requirements
of the 2006 edition of the International Residential Code as adopted=by the City for the group and division of occupancy and the use for which
_ .
the proposed occupancy is classified.
Issued this 24th day of November. 2009
Chief Building Official
e
By:
Any change of occupancy or use requires a b il,
0
x=.
ng 'oermit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
DEPARTMENT OF BUI'
PER INTERNATIONAL RESIDENTIAL
AT: 15723 701h Avenue W f' i. Buildinc
Occupancy established by this certificate: r R3
No. Stories: 2
Owner of building:
The Sinale Familv Residence at 157
of the 2006 edition of the International Residential
the proposed occupancy is classified.
By:
GS .
IE.SECTION R110
Dwelling Units: 1
Yes �' {� Type of C
on: VB
An spected and approved complying with the requirements
group and division of occupancy and the use for which
Issued this 15t day of February, 2010
Chief Building Official
Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
BUILDING PERMIT PERMIT #: BLD20080306
k PROP OWNER: HUEBNER. CAMERON STATUS: FINAL
ADDRESS: 15723 70111 AVF W. EDMONDS BALANCE: $0.00
ISSUED: 9/5/21108 CREATED: 4/I5/2008
SCREENS: Select Screen... II= FUNCTIONS: Select Permit Function... �B=
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MESSAGES AND ALERTS
I ype Expires By Created Description
OWNERSHIP WAS CHANGED IN OCTOBER 2008 WITHOUT CITY
MESSAGE Umbaugh 2/I/2010KNOWLEDGE. WE ISSUED THE C OF O UNDER PREVIOUS OWNER NAME
EDWARD HUEBNER, ON 1 1/24/2009 RE -ISSUED C OF O UNDER CORRECT
'NAME ON 2/1/2010. UPDATED PERMIT TRAX.
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UTILITY EASEMENT j�5./
'1
GIN CLERK
Civic Center
Edmonds. Washinrrte•,
IN CONSIDERATION of $1,040.00 in hand received and other
benefits to accrue to the grantors herein, the undersigned,
R.i.chard D. Howard and Joan Howard , hereby grant to the CITY OF
o , aMunicipal Corporation,.a permanent easement for the
installation, operation and maintenance of a utility over, across,
through, and below the following described property; and the further
right to remove trees, bushes, undergrowth and other obstructions
interfering with the location, construction and maintenance of said
utility or utilities, together with the right of access to the ease-
ment at any time for the stated.purposes.
The easement and right-of-way hereby granted is located in the
Cou-nty..of Snohomish, State of Washington, and is more particularly
described as follows:
A ten foot strip of land that is 5.00 feet on each side of
the sanitary sewer as it now exists or as located in the
future. Within the following described property:
All that portion of Tract 21, Meadowdale Beach, according
to the plat thereof recorded in Volume 5 of Plats, page 38,
records of the Auditor of the County of Snohomish, State of
Washington, described as follows:
Beginning at a point on the South line of said Tract 21,
which is 220.04 feet Easterly along the South line from
the Southwest corner; thence North 1002130" East 179.30
feet, more or less, to the North line of that certain
property described in deed recorded under Auditor's File
No. 1613258; thence Easterly along said North line for
99.83 feet, more or less, to the East line of the West
half of Tract 21; thence Southerly along said East line
of said West half of Tract 21 for 178.70 feet, more or
less, to the;..Sbuth line of said Tract 21; thence North
85°27'40" West along said South line 99.97 feet, more or
less, to the true point of beginning.
TOGETHER
WITH a non-exclusive easement for ingress, egress,
and utilities over and across the South 15 feet of the East
200.4 feet of the West 220.4 feet of Tract 21, Meadowdale
Beach.
TOGETHER WITH a temporary 10 foot construction easement
over the aforementioned property. Said construction ease-
ment will end upon completion of the construction of the
sanitary sewer, or January 1, 1985, whichever comes first.
0.
THE CITY agrees to restore to substantially the original con-
dition such improvements as are disturbed during•the construction,
maintenance and repair of said utility or utilities; provided the
grantors, their heirs, or assigns shall not construct any permanent
structure over, upon, or within the permanent easement.
cYi ' o
ajz
o - O.CT 1.4.1983
KIRiL< �wxHS, o:i" °fasurr
V l' 2 p� Deputy
"VOL 1812 PAGE 980
aED
• • CITY CLERK
Civic Center,
Edmonds, Washington
DATED this 1—:S day of / / 19
STATE OF WASHINGTON)
ss
COUNTY OF SNOHOMISH)
On this day personally appeared before me Richard D. Howard
and Joan Howard to me known to be the individual(s)
described in and who executed the within and foregoing instrument,
and acknowledged that they signed the same as their
free and voluntary act and deed, for the uses and purposes therein!
mentioned.
5�.A'd
UNDER MY HAND AND OFFICIAL SEAL THIS 3rd
October 19 83 �r
(;N TAR��UBLI n a d
of Washington residic.ya;~ •.•
Edmonds -"
t
-- gi2tvc ::9
O M�'L
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS,WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
R90
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20080340
SIDE SEWER PERMIT (I -Single Family)
Permit Number: ENG20080340 Expiration Date: 9/5/2009
Job Address: 15723 70TH AVE W, EDMONDS
APPLICANT CONTRACTOR
EDWARD L HUEBNER EDWARD L HUEBNER
15719 70TH AVE W 15719 70TH AVE W
EDMONDS, WA 98020
EDMONDS, WA 98020
LICENSE k: EXP:
N
N
JOB DESCRIPTION
REPAIR N PROPOSE TO REUSE LATERAL LID NUMBER:
GRINDER PUMP N PROPOSE TO REUSE SIDE SEWER
Sewer Connection, New Service, SFR
N
N
PROJECT CROSSES OTHER PRIVATE PROPERTY
VERIFICATION OF RECORDED EASEMENTS COMPLETE
INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries,
damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or
any of its departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and
attorney fees by reason ofgranting this permit.
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT.1326
24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS
THIS APPLICATION IS NOT A PERMITUNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED.
FILECOPY ❑ INSPECTORCOPY ❑ APPLICANT COPY
STATUS: ISSUED
ENG2OO8O34O
• Refer to City of Edmonds Side Sewer Information handout for approved pipe materials, inspections and other requirements.
• A 6" cleanout with 12" locking cast iron lamphole cover is required at the property line.
• Maintain 10' separation between the sanitary side sewer and the water service line.
• Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is
caused by or occurs during the permitted project.
• E-Sanitary Side Sewer Inspection
• E-Engineering Final
PARTIAL INSPECTION
PARTIAL INSPECTION
FINAL INSPECTION APPROVED
DATE: INITIAL: NOTES:
DATE: INITIAL: NOTES:
DATE: INITIAL:
.ce 1N�eel,,Q,r„sDraina�lan for Hueb er Resi
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Detention pip
30" N-12
HDPE
( drainage line and detention
pipe buried min of 2 feet
6 inch pine
TO --r" / RIM1=
70TH AVE W —I-
100'+OR- _
Drainage pipe will be connected j pIIES
,S nNG RA�O�
to existing srorm
line on 701h Ave W �-
54
EXISTING CHAIN LINK FENCE
15723 70TH AVE W
!it
(3ARgt3E F:
.3�
4 inch pipe J
SHARED DRIVEWAY
99.97' EXISTING CRUSH ROCK DRIVE
MAN HOLE
OWNER
WATER Off
ED & JAN HUEBNER AT 17q A T FILEREY,
15719 70TH AVE W
EDMONDS WA. 98026
_ 426 743,4374
HEIGHT CALCS.
TPN #00513100002106
A = 336
B+ 344
HOUSE 1489 GO. FT.
C+ 347.5
GARAGE 682 SQ. FT.
D+ 346
COVERED DECK 186
= M�3•1yo
SQ. FT.
1;A$, 375'
' •OPEN DECK 600 SO. FT.
+ 25' = 368.$70
EXISTING PLAY
RIDGE HEIGHT
HOUSE 64 SQ. FT.
EAVES 258 SQ FT'
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15719 70TH AVE W
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EASEMENT
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LEGAL DESCRIPTION [date..' 9 ) 4
SNOHOMISH COUNTY ASSESSOR'S MAP FOR THE SW 114, SEC. 5, TWP.
27N., RGE. 04E., W.M.
PLAT OF MEADOWDALE BEACH, RECORDED IN VOLUME 5, PAGE 38,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
PLAT OF STEELE PARK, RECORDED IN VOLUME 47, PAGES 256-257,
RECORDS OF SNOHOMISH COUNTY, WASHI.NGTON.
1=5,,
:.-M... .
LOT AREA 16,389..SQ.-_.... _
DRIVEWAY PAD F'T
_ Q _
400 SO. FT. LOT SLOPE 0°lo -.
SIDEWALK 14 M FT. r3UILDINQ. DEPARTMENT CRUSHED ROCK DRIVEWAY 800 SQ. FT. �{pr)
TOTAL IMPERVIOUS SURFACES: 4,513 ; '"} F1 r:- x IN OF EDMONDS
LOT COVERAGE 14.2 /o