15-104247'. . _r - w
City of Federal Way
Community & Econ. Dev. Services
33325 8th Ave S
Federal Way, WA 98003
Ph: (253) 835-2607 Fax: (253) 835-2609
Project Name: HUNDRUP
Project Address: 5418 SW 315TH ST
Wilding - Single Family
Permit #: 15-104247-00SF
Inspection Request Line: (253) 835-3050
Project Description: ADD - Replace (3) existing retaining walls built in 2005-2006.
Parcel Number: 321020 0040
Owner
GARY & SUSAN HUNDRUP
91Rllcnt
GARY & SUSAN HUNDRUP
Contractor
OWNER IS CONTRACTOR
Lender
32405 12TH AVE SW
32405 12TH AVE SW
FEDERAL WAY WA 98023
FEDERAL WAY WA 98023
Census Category: 434 - Residential alt/add - no change in number of units
Includes: # 1 #2 #3 #4
Occupancy Class:
Construction Type:
Occupancy Load
Floor Areas . ft. 0 0 0 0
Additional Permit Information
New/ Additional Sq. Feet - 1 st Floor .................... 0
New / Additional Sq. Feet - 3rd Floor....................0
BasicPlan?........................................................... No
New / Additional Sq. Feet - Garage.......................0
New / Additional Sq. Feet - Other..........................0
New / Additional Sq. Feet - Total .......................... 0
New / Additional Sq. Feet - 2nd Floor...................0
New / Additional Sq. Feet - Basement...................0
New / Additional Sq. Feet - Deck .......................... 0
Mechanical to be Included?...................................No
Plumbing to be Included?.......................................No
No Fixtures Associated With This Permit 11
CONDITIONS:
ONLY INSPECTION FOR THIS PROJECT WILL BE A FINAL INSPECTION TO VERIFY THE WALL
IS BUILT AND IN THE RIGHT LOCATION. ALL APPROVALS FOR THIS WALL HAVE BEEN
COMPLETED BY THE ENGINEER OF RECORD AND THE GEOTECHNICAL ENGINEER.
PERMIT EXPIRES Sunday, April 24, 2016
Permit Issued on Tuesday, October 27, 2015
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington
d the City of Federal Way.
AA,44
OfOwner or agent:Date:
F ",a la
CITY of
Federal Way
THIS CARD IS TO IN ON-SITE r "
Construction Ins ection Record
INSPECTION REQ TS: (253) 835-3050
PERMIT #: 15 -104247 -00 -SF Address: 5418 SW 315TH ST
Project: GARY & SUSAN HUNDRUP FEDERAL WAY, WA 98023
Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as
possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your
inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card.
EJ
SWM Precon Site Mtg (44 00)
Initial Erosion Control (4365)
Final Electrical
Approved
Footings/Setback (4110)
Slab/Concrete Floor (4255)
Approved
Approved to place concrete
To be done prior to breaking ground
Approved to backfill
Approved to place concrete
By
Date
By
Date
By
Date
EJ
Foundation Wall (4115)
Drainage/Downspout (4040)
Final Electrical
Approved
Slab/Concrete Floor (4255)
Right of Way
Approved
Approved to place concrete
Date
Approved to backfill
By
Date
Approved to place concrete
By
Date
By
Date
By
Date
Underfloor Framing (4285)
E]
Floor Sheathing (4105)11
Shear Walls (4245)
Approved to sheath floor
Approved to install flooring
Approved to install siding
By
Date
By
Date
By
Date
Roof Sheathing (4220)
Fire/Draft Stops (4095)Interim
Erosion Control (4370)
Approved to install roofing
Approved
Approved
By
Date
By
Date
By
Date
Framing (4120)
Insulation (4150)
Prior to scheduling a Fra=signed-off
lectrical, Plumbing & MechApproved
I
to insulate
Approved to install wallboazd
re/Draft Stop inspections mapproved.
Date
By
Date
IBCBy
Gypsum Wallboard Nailing (4130)
Final Erosion Control (4375)
Final - Building (4050)
Approved to install mud & tape
Approved
Approved
By
Date
By
Date
By
Date 1
l 1 I /
EJ
Rough Electrical
Approved
Final Electrical
Approved
Right of Way
Approved
By
Date
By
Date
By
Date
O
C,rOF .1 PERMI1 APPLICATION
Federal Way AUG 2 4 2015
CITY OF FEDERAL WAY
PERMIT NUMBER_ O L f/ t f _ S TARGET DATE 1
SITE ADDRESS
SUITE/UNIT #
Z 3G o/ Lb 0- U)
PROJECT VALUATION
$ 11 500, 00-=
ZONING
ASSESSOR'S TAX/PARCEL #
c
TYPE OF PERMIT
qBUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT
Huf)drup
r
), r � 1 I
o Y) fly%a
`' - ( n
PROJECT DESCRIPTION
a
Detailed description of work to
i
be included on this permit only
PROPERTY OWNER
NAMEPRIMARY
(� % t ' aua
PHONE
- J � --)71 '. 7
MAILING ADDRESS
MAIL
ci � Tf J! IS71
17'&QJ
Meod)11
PHONE
7 ,)(-3Z
MAILING ADDRESSE-MAIL
L I C / � ,
CONTRACTOR
C
STATE
ZIP
FAX
�r �y
7 KJL
WA STATE CONTRACTOR LICENSE #
EXPIRATION DATE
FEDERAL WAY BUSINESS LICENSE #
NAME .. _ 1 ,'
PRIMARY PHONE
MAILING ADDRESS }
MAIL
I'
APPLICANT
C L
c11 W
ZIP' �
` G
FAX
NAME ,r
PRIMARY PHONE
' "
PROJECT CONTACT
`- > l
MAILING ADDRESS t
- �' U `; fl r
E-MAIL
�" { i �-`•
(The individual to receive and
respond to all correspondence
STATE
ZIPS
FAX
concerning this application)7
PROJECT FINANCING
NAME
_ :, �� J- � ° .� � � 1 � � �
0 OWNER -FINANCED
Required value of $5,000 or more
MAILING ADDRBS.4, CITY, STATE, ZIP
PHONE
(RCW 19.27.095)
I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best
of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with
ail applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the
issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating
construction or environmental laws.
I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in
the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city,
but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the
information supplied to the city as a part of this application.
SIGNATURE:.. L 'f DATE 'r I
PRINT NAME I
leF
MECHANICAL PERMIT
ite how many of each
AIR HANDLING UNITS
AIR CONDITIONER
BOILERS
COMPRESSORS
DUCTING
VALUE OF MECHANICAL WORK
to be installed or relocated as part o this project. Do not include existir�g fixtures to remain
FANS GAS PIPE OUTLETS OTHER (Describe)
FIREPLACE INSERTS HOODS (commercial(
FURNACES HOT WATER TANKS (G—)
GAS LOG SETS REFRIGERATION SYST
GAS PIPING WOODSTOVES
sENERAL INFORMATION
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
SEWER PURVEYOR
PLUMBING PERMIT
Additional Information
NEW BUmme.
VA LUE OF PLUMBING WORK
Indicate how many o each type offixture
to be installed or relocated as
part o this project. Do not include existing fixtures to remain.
BATHTUBS (or Tub/ShGw rCombo)
LAVS (HsnaSinks)
TOILETS
WATER PIPING
DISHWASHERS
RAINWATER SYSTEMS
URINALS
OTHER (Describe)
DRAINS
SHOWERS
VACUUM BREAKERS
DRINKING FOUNTAINS
SINKS (Kitchen/Utility)
WATER HEATERS (Electric)
HOSE BIBBS
SUMPS
WASHING MACHINES
TOTAL FIXTURES
sENERAL INFORMATION
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
SEWER PURVEYOR
VALUE OF EXISTING IMPROVEMENTS
Additional Information
NEW BUmme.
se p
ADDITION
XISTING/PREVIOUS USE
LOT SIZE (In Square Feet)
EXISTING FIRE SPRINKLER SYSTEM?
PROPOSED FIRE SUPPRESSION SYSTEM?
�(
61)
o Yes t/ No
Yes o No
V
Construction
StoriesfAdditional
Information
2ESIDENTIAL - NEW OR ADDITION
AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL
CASEMENT
IRST FLOOR (or Mobile Home)
ECOND FLOOR
OVERED ENTRY
,ECK
ARAGE ❑ CARPORT ❑
THER (describe)
l rea Totals EXISTING.... PROPOSED TOTAL
*'NEW HOMES ONLY**
STIMATED SELLING PRICE $ # OF BEDROOMS
:OMMERCIAL — NEW/ADDITION
FOR OFFICE USE
AREA DESCRIPTION
Area
in Square Feet
Occupancy Group(s)
Construction
Stories
Additional Information
NEW BUmme.
ADDITION
;OMMERCIAL - REMODEL/TENANT IMPROVEMENTS
AREA DESCRIPTION
Area
in Square Feet
Occupancy Group(s)
Construction
StoriesfAdditional
Information
'OTAL BUILDING
TENANT AREA ONLY
PROJECT AREA ONLY
Public Health, Seattle alWing County rLETTE W. Record I.D. Number
Site Design Application ForrlMr Individual On -Site Sewage System (OSS) ON U!/`>
Submit 5 copies of application with 4 copies ofplans) Department Use Only
Approximate 5410 SW 315TH ST PATTACH A DETAILED ROUTE/DIRECTION MAP
Site Address: FOR LOCATING THE PROPERTY. `01
AUG2 4 2015 3
Name and address of property owner I GARY HUNDRUP, 32405 12TH AVE SW, FEDERAL WAY,WA,98023-4914
ITY OF FEDERAL WAY
Applicant Street A6Mss 132405 12TH AVE SW, FEDERAL WAY
Name HUNDRUP GARY City -Zip Code 98023-4914 Phone 253.279.2137
Last First 98038
Street Address 114525 246TH DR SE
Designer I AMMAN JEFF City -Zip Code IMONROE 98272 Phone 360-794-7809
THIS IS NOT A PERMIT
PROPERTY INFORMATION: Legal Description Attached 0
Parcel # (APN) 13 1 2 1 1101210101014101 Section: 1 11 0 Township:1 21 1 Range: 1 01 3
Subdivision Name: 1HEALY PALISADES ADD I Lot: 1 13,4,5 I I Block:1 11�
Property Size: 1 1 5 1 9 1 s 1 313 1Sq. ft. Acreage: 1.37 Rural Area ❑ Urban Area (S)
Distance from property line to nearest sewer: I N/A I FT
Water Supply U (IP) = Individual XQ Group A Supply >1000 Group A Supply < 1000 ❑ Group B Supply
Public Water Supply Name: I TACOMA WATER I ID#j I I I I I I
Sensitive Area: U (Y?N) If yes, specify U (L,W,O) L = Landslide W = Wetlands O = Other & EROSION
SYSTEM INFORMATION:
New System U Repair Design U Correction of OSS Failure? UY?N Detailed Plans Attached (4 sets) U Y?N
Type of Building I I IS IF I SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional
Type of System Proposed: I I —I P I D G = Gravity GP = Gravity with Pump M = Mound SF = Sand Filter
PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental O = Other
Dates Soils Logged 1 112 1 110 1 114 1 Soil Logs Attached: (Min. 4/lot) YI Y?N
Depth to Watertable or Restrictive Layer: L 6 5 Ihches Maximum Slope in Drainfield/Reserve Area IBJ %
CALCULATIONS:
Number of Bedrooms: L 3 J Total Gallons/Day (450 minimum): 1 41 51 0 Gal. Soil Texture Type (1A-5) u
Application Rate: 1 0.81 Gal/sq ft/day Total Absorption Area: I 151 61 41 Sq. ft. Trench Width I 36 inches
Total Drainfield Length: 1 11 81 81 Ft. Septic Tank Size: 1 11 51 OI 01 Gal. Garbage Grinder NI Y?N
Pump Chamber Size (if needed) 111 51 OI O Gal. Trench Depth (min/max): 2 1 / 2 4 inch
I understand that failure to comply with the Code of King County Board of Health Title 13 may result in the disapproval of the sewage system being proposed in this application. O D
may also lead to revocation of my Designer s Certi to of Competency end/or appropriate legal action by the Health Department. D '� 0 m
,/ 70
WAS100100 m O p
Designer's Signature: ` K.C. ID# I ( I I I I Dab vrn, —'
USE ONLY: NOTE: SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLE
_ 'r'' 4 OTHERWISE APPROVED BY CODE
APPROVED (date): 5 ``` t,
BY:
Comments J
®, Pre -Construction meeting required between designer, installer, builder prior to permit issuanceE E lv(vj
APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NbT CONSTITUTE
PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. THIS AP 0
SHALL NOT BE CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED. �� O ^ o 2015
THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL. `u
DISAPPRo (d�e); .1 � _ T BY: l_ EASTGATE
See attached 8i(e I M tency sheet. ' '----- - PRE�h; <; i ! 7S YS 1
Any person aggrieved by arly.qecision or final grder of the Health Officer may file a writteniapplicgti dR 'V1,1 F� pIth Officer within 6 NMENYAL N
days of the date of th o ° f'
e'iic(Tittej1p,JC.C.B.O.H.Chapter13.1 APP�YEDo��5,1,1¢jtRev.7/21/00
0 •
District Waiver Request Date December 12, 2014
Attach this request to the application in question
Property Address 5410 SW 315TH ST, FEDERAL WAY
Parcel Number 321020-0040 Activity Number
Name of Person Making Request Jeff Amman
Phone Number ( 360 ) 794-7809 Office or (425) 501-5195 Cel
Identify relationship to subject property (designer, owner, developer, buildier, etc.)
Designer
• The applicant/designer is requesting a waiver of conditions described below:
Reduce the property line setback to five feet.
• Justification: PROPERTY LINE IS CLEARLY DEFINED AND UPGRADIENT.
• Proposed mitigation measures (attach separage page if necessary) Reason this will
not be a public health concern: SYSTEM DESIGNED PER TITLE 13.
Findings (attach all supporting documentation):
Comments from Field S anatarian: &e , L on 4 k e S/i l�, e v e iw � U d ,r owed
7_ht �i'j?Pr C'i1y�i9Cir� C2�C `_i il�i'(i lYl ��11 Cl�>
Decision:
Conditions of Approval:
Person reviewing request for District Waiver
Title 6 - S P ra rvlv Vz /
Signature Date z112
District Waivers/Eastgate 3/30/00
May 20, 2015
Gary Hundrup
.32405 12`h Avenue South
Federal Way, WA 98023
hundrup@comcast.net
Jim Ferrell, Mayor
RE: File #15 -101376 -00 -AD; REVISED RESPONSE TO INQUIRY
Critical Areas Assessment, 5418 SW 315`h Street, Federal Way
Dear Mr. Hundrup:
The City of Federal Way's Community Development Department has received your request for approval
of the on-site septic system location at the above-mentioned property. King County Health Department
needs verification from the city that the septic system is in an acceptable location before their department
can approve the septic design.
The proposed property is located within a Geologically Hazardous Area (GHA), landslide and erosion
hazard areas, as depicted on the City's Critical Areas Map. Per Federal Way Revised Code (FWRC)
19.160.010, the Director of Community Development may permit development activities within 25 feet
of the GHA if no reasonable alternative exists and only if the development activity will not lead to or
create any increased slide, seismic, or erosion hazard.
The city received a Geotechnical Recommendations Report, prepared by Robert M. Pride, LLC, dated
May 5, 2015, that addresses the septic drain field location. Based on the report, the location of the septic
drain field will not create any adverse impacts to the steep slope areas, as long as the geotechnical
recommendations are followed. Therefore, the city has no objections to the location of the septic system
in regards to the GHA.
If you have any questions regarding this letter, please feel free to contact me at 253-835-2641 or
becky.chapin@cityoffederalway.com.
Sincerely,
BeckyCh in
Associate lanner
C: Email: Jarone.Baker@kingcounty.gov
Dm I D 69215
33325 8th Avenue South, Federal Way, WA 98003-6325 (253) 835-7000 • www.cityoffederalway.com
Amman Sep�c Designs Inc
14525 246th Drive SE
Monroe, WA 98272
Jarone Baker, R.S.
Public Health Seattle/King County
Site Address: 5410 SW 315'h ST
Parcel #: 321020-0040
Owner: Gary Hundrup
Activity #: ON 0147633
Jarone,
Attached please find our design for the above referenced property which includes
the letter from the City of Federal Way that you requested in your March 19'h denial
letter. Nothing else has changed with the design from the original submittal;
Please let me know if you have any questions and/or need anything else.
Thanks for your help!
Jeff Amman
www.GOTPERK.COM JEFF( u.GOTPERK.COM (360) 794-7809
0 •
District Waiver Request Date December 12, 2014
Attach this request to the application in question
Property Address 5410 SW 315TH ST, FEDERAL WAY
Parcel Number 321020-0040 Activity Number
Name of Person Making Request Jeff Amman
Phone Number ( 360 ) 794-7809 Office or (425) 501-5195 Cel
Identify relationship to subject property (designer, owner, developer, buildier, etc.)
Designer
• The applicant/designer is requesting a waiver of conditions described below:
Reduce the property line setback to five feet.
• Justification: PROPERTY LINE IS CLEARLY DEFINED AND UPGRADIENT.
• Proposed mitigation measures (attach separage page if necessary) Reason this will
not be a public health concern: SYSTEM DESIGNED PER TITLE 13.
Findings (attach all supporting documentation):
Comments from Field Sanatarian:
Decision:
Conditions of Approval:
Person reviewing request for District Waiver
Title
Signature Date
District Waivers/Eastgate 3/30/00
WAP
7
321D20656 30901
JC) 2MKing :Cotmty SIMS 01 13197ft 31913
The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King
County makes no representations or warranties, express or Implied, as to accuracy, completeness, timeliness, or rights to the use of such information.
This document is not Intended for use as a survey product. King County shall not be liable for any general, special, indirect, incidental, or consequential a
damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of King County
this map or Information on this map is prohibited except by written permission of King County.
Date: 11/24/2014 Source: King County NAP - Property infDmiation (http://www.metrokc.gov/GISAMAP)
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The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King
County makes no representations or warranties, express or Implied, as to accuracy, completeness, timeliness, or rights to the use of such information.
This document is not Intended for use as a survey product. King County shall not be liable for any general, special, indirect, incidental, or consequential a
damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of King County
this map or Information on this map is prohibited except by written permission of King County.
Date: 11/24/2014 Source: King County NAP - Property infDmiation (http://www.metrokc.gov/GISAMAP)
T94 CERTIFICATE OF WATER AVAILABILITY Page
TACOMA WATER
PROJECT ADDRESS: 5418 SW 315TH ST, FEDERAL WAY, WA 98023-2035
APPLICATION NUMBER: 20000149750
SUBDIVISION/PROJECT NAME: PROPOSED SFD
PARCEL: PA3210200040
FIRE FLOW INFORMATION:
FOR ALL RESIDENTIAL PROJECTS,
WATER MAINS:
* Location of nearest main capable of supplying at least 500 GPM: SW 315TH ST
If not in street at front of property, distance from property to above main is: NIA feet,
HYDRANTS:
* Distance from centerline of property frontage to nearest hydrant measured along routes of
fire apparatus travel is: 120 ± feet.
THE AMOUNT OF AVAILABLE FIRE FLOW INDICATED ABOVE IS IN ADDITION TO REQUIREMENTS FOR NORMAL
DOMESTIC MAXIMUM USE. A WATER SYSTEM VICINITY MAP WHICH SHOWS THE WATER MAINS AND HYDRANTS
SERVING THIS PROJECT IS REQUIRED FOR ALL PROJECTS.
A contract has not been signed with the applicant for water service.
The above information is an accurate account of the existing or necessary water system facilities.
FOR PRELIMINARY SHORT PLAT OR SUBDIVISIONS:
We. understand that this document, in absence of a legal contract, constitutes a certification of willingness and ability to
provide water service subject to the conditions noted.
WATER PURVEYOR: CITY OF TACOMA, T.P.U., WATER DIVISION. DATE: 11/18/2014
SIGNATURE: L ..1 C:r✓� TITLE:
FOR FINAL SHORT PLAT, SUBDIVISION, BUILDING PERMIT, SEPTIC DESIGN: WATER MAIN ONLY APPROVED
FOR FINAL ACCEPTANCE, NOT PRIVATE CONTRACT ACCEPTANCE
We the undersigned water purveyor, certify that we will assume full operational and maintenance responsibility for the above
water system which has been designed, approved, and installed in accordance with Washington Administrative Code
246-290, RCW 90.44 (Water Rights Permits), Pierce County Code 17C.60.165 and 19D.130, and an approved water system
comprehensive plan.
WATER PURVEYOR -? CITY
OF TACOMA, T.P.U., WATER DIVISION. DATE: 11/18/2014
SIGNATURE: 11 TITLE: ` S /Z
This certificate is valid for a period of THREE YEARS from the date of issue solely for the specific property/project
indicated. Changes in the number of lots and/or use will require re-application by the applicant, evaluation by the
department and issuance of a new certificate. (Board of Health Resolution No. 2001-3282 - Land Use Regulations)
THE ABILITY TO PROVIDE SERVICE IS DEPENDENT ON PIERCE COUNTY'S WILLINGNESS TO PERMIT THE
INSTALLATION, WHICH MAY INCLUDE CUTTING THE DRIVING SURFACE OF THE STREET.
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CITY OF
+"..... Federal Way
April 2, 2015
Gary Hundrup
Via Email: hundrup@comcast.net
comcast.net
RE: File #15 -101376 -00 -AD; RESPONSE TO INQUIRY
Critical Areas Assessment, 5418 SW 315" Street, Federal Way
Dear Mr. Hundrup:
•
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway.. com
Jim Ferrell, Mayor
The City of Federal Way's Community Development Department has received your request for approval
of the on-site septic system location at the above-mentioned property. King County Health Department
needs verification from the city that the septic system is in an acceptable location before their department
can approve the septic design.
The proposed property is located within a Geologically Hazardous Area (GHA), landslide and erosion
hazard areas, as depicted on the City's Critical Areas Map. Per Federal Way Revised Code (FWRC)
19.160.010, the Director of Community Development may permit development activities within 25 feet
of the GHA if no reasonable alternative exists and only if the development activity will not lead to or
create any increased slide, seismic, or erosion hazard. The site had previously been approved for a Single
Family House in 2006. At that time, Robert M. Pride, Inc. provided geotechnical analysis of the site.
Based on reports provided by Robert M. Pride, Inc. and subsequent review by the city's consultants,
Landau Associates, the site was approved for construction of the home and site improvements. The new
proposed house is smaller in size and the location of the septic system has remained the same; therefore, it
appears the location of the proposed septic system is acceptable. The city will need to review an updated
geotech report which addresses the current septic system design in order to determine all potential
impacts to the GHA.
The new single family house will require a building permit application including submittal of a
revised/addendum to the existing geotech report. At that time, a complete site assessment of all impacts to
the GI -IA will be conducted.
If you have any questions regarding this letter, please feel free to contact me at 253-835-2641 or
becky.chapin@cityoffederalway.com.
Sincerely,
Becky Chapin
Associate Planner
Doc LD 69738
Septic System Operating Capacitv Versus Design Capacity
Tax Parcel #: 321020-0040
The attached septic design was designed for a maximum daily load of 450 gallons per
day. Exceeding this amount may result in pre -mature system failure. Daily operation of this
system at approximately 90 gallons per bedroom (270 gallons per day) should help extend its
effective lifespan with proper maintenance.
The attached septic design was designed to process and dispose of "residential grade"
sewage which falls within the following ranges:
BOD5 130-230 mg/1
CBOD5 108-191 mg/1
Total Suspended Solids 49-150 mg/l
Oil & Grease 10-25 mg/l
Exceeding the above values or consistent use at or near the maximums may result in pre-
mature system failure.
Please note that Amman Septic Designs Inc and Jeff Amman have only designed the
above referenced septic system and approved the installation of said design. Due to factors
beyond our control such as abuse, neglect, failure to maintain an Operation and
Maintenance contract with a licensed maintainer as required, effluent strengths, water use,
additive use (not recommended), etc.... Amman Septic Designs Inc and Jeff Amman do not
warrant and/or guarantee the lifespan of this septic system. Proper sewage habits and
maintenance are crucial to the longevity of this septic system.
Hydraulic Calculation Summary Sheet:
Page 12 of Submission
Provide basic calculations for evalutaion of any pressure system
The following is an example for a PD system
Pressure Distribution System Summary Sheet For: 2—/ e�724:V �— d �
Transport Pipe Length '`ate ft Diameter Inch Class=
Manifold Pipe Length 2— ft Diameter — Inch Class �-10
Manifold Type:
Central End Header
Lateral Diameter Longest Lateral Length Z Ft Class -5,46W
Longest Allowed Lateral Length 1542— - Ft
Orifice Size /ts Inch Spacing -�e Ft Total # of Orifices
System Flow Rate (Orifice Discharge Rate X# of Orifices) 3X Gal/Min(GPM-�
Friction Losses
Transport Pipe Ft
Manifold 2, Ft
Laterals Ft
Fittings/Valves Ft
Elevation Ft
Total Dynamic Head 5-�Ft
Required Pump Capacity 21 Gal/Min(GPM) Total Dynamic Head (TDH)
1
Pump Size Pump Capacity %�--2-r✓�
Pump Tank Model Pump Tank (Gal/Per/Inch)
Dose Volume Gallons Doses per Day
Low Pressure System Requirements
(Timed Dosing)
Schedule 40 pipe shall be used throughout this system.
Orifice diameter is 3/16 inch oriented in the 6:00
position.
Lateral diameter is 1.25 inch with upturns at each end with
a 6 inch monitoring port accessible from the surface.
Transport diameter is 2 inch.
2 inch splitter manifold.
Residual head to be set at 24" on all laterals.
All orifice spacing to be FOUR foot on center.
Dose volume shall be gallons dosed TWO times/day
Rhombus Timer mechanism to be UL listed and housed in
a min. of a NEMA 4 box. Timer to be set at TWELVE hours
off, minutes on.
Water tight pump chamber with risers to the surface to be a
minimum of gallons total capacity.
/ a pump or equiv. required.
Total dynamic head = -5—Ffeet.
Total Drainfield system output = 2 gallons/min.
. King County Department o0f A,,sessments: eReal Property
Page 1 of 3
New Search Prapertr Tax Bill hfap This Property Glossary of Terms Area Aeport Print Property I)e[ail '�C
Reference Lin
PARCEL DATA
King County Ta
{Parcel 321020-0
Links
�
Name BUTZ RONALD D
Site Address
Residential Area 052-014 (SW Appraisal
District)
Property Name
Legal Description
Jurisdiction
040
Improved
jAVERAGE
Present Use
1 Vacant(Single-family)
Base Land Value SgFt `
0
Legal Description
Jurisdiction
FEDERAL WAY
Improved
jAVERAGE
Present Use
1 Vacant(Single-family)
Base Land Value SgFt `
0
Base Land Value
183,000 - -
Base Land Value Impacted
-I 90
HEALY PALISADES ADD LOT 3 TGW LOTS 4 & 5 LESS S 270 FT OF SO LOTS 4 & 5 LESS N 150 AS PER
=EDERAL WAY LOT LINE ELIMINATION #05 -105579 -00 -SU REC #20060920001682
PLat Block: 1
Plat Lot: 3 THRU 5
Highest & Best Use As If ! SINGLE FAMILY
Highest& Best Use As
'; (unknown)
Improved
jAVERAGE
Present Use
1 Vacant(Single-family)
Base Land Value SgFt `
0
Base Land Value
183,000 - -
Base Land Value Impacted
-I 90
Base Land Valued Date
5/14/2013
Base Land Value Tax Year
2014
Land SgFt
159,533
Acres
11 37 1
Views
I! Rainier
f 1
Territorial -_—
jAVERAGE
Olympics
-
!AVERAGE -
Cascades
Deed Restrictions
Development Rights
Purchased
Easements
Native Growth Protection
Easement
DNR Lease
Seattle Skyline
Puget Sound
I GOOD
---
Lake Washington
Lake Sammamish
Lake/River/Creek
(—
I —
Other View
I
Designations
Historic Site
Current Use
((none)
-_
Nbr Bldg Sites
I
I NO
I NO
I NO
Adjacent to Golf Fairway
Adjacent to Greenbelt
Other Designation
Deed Restrictions
Development Rights
Purchased
Easements
Native Growth Protection
Easement
DNR Lease
I NO
NO
I NO
I NO
INC,
LAND DATA
Percentage Unusable
'0 - V-
Unbuildable
NO
Restrictive Size Shape
i NO -
'Zoning
RS15.0
Water
WATER DISTRICT
Sewer/Septic
(none)
Road Access
PUBLIC
Parking
iADEQUATE
Street Surface ` �-
i
- PAVED- —
Waterfront
Waterfront Location
I —�
Waterfront Footage
10 `� I
Lot Depth Factor --
jo
Waterfront Bank
!NO
INO
Problems
j Tide/Shore
j
;Waterfront Restricted Access
I -
IWaterfront Access Rights
1 Poor Quality
(Proximity Influence --I
i NO - _ -
I NO - -�
NO
BUILDING
TAX ROLL HISTORY
r_ Property Tax
Advisor
• Washington Ste
Department of
Revenue (Exten
link)
Washington Ste
Board of Tax
Appeals (E)dem
link)
Board of
Appeals/Eguali:
a Districts Repon
iMap
Recorder's Offi
Scanned imaae
surveys and ott
map document:
Scannedimaae
plats
Notice mailing dat
09111/2014
� Tax (Omit LevyTAppraised Appraised Appraised New YaxablelTaxable �Taxabiel Tax
Account iValued
Year IYearlYear Code Land Imps Totai Dollars Land I Imps Total Value
Value ($) Value ($) Value ($) I ($) Reason
http://info.kingcounty.gov/Assessor/eRealProperty/Detail.aspx?ParceINbr=3210200040 11/24/2014
Nuisances
Topography
IYES
!Traffic Noise
i
(Airport Noise
!Power Lines
!Other Nuisances
!NO
INO
Problems
Water Problems
I NO
^
Transportation Concurrency NO
I Other Problems
iYES I
Environmental
Environmental
(YES I
Environmental I
Type
Information Delineation Percentage
Source study
BUILDING
TAX ROLL HISTORY
r_ Property Tax
Advisor
• Washington Ste
Department of
Revenue (Exten
link)
Washington Ste
Board of Tax
Appeals (E)dem
link)
Board of
Appeals/Eguali:
a Districts Repon
iMap
Recorder's Offi
Scanned imaae
surveys and ott
map document:
Scannedimaae
plats
Notice mailing dat
09111/2014
� Tax (Omit LevyTAppraised Appraised Appraised New YaxablelTaxable �Taxabiel Tax
Account iValued
Year IYearlYear Code Land Imps Totai Dollars Land I Imps Total Value
Value ($) Value ($) Value ($) I ($) Reason
http://info.kingcounty.gov/Assessor/eRealProperty/Detail.aspx?ParceINbr=3210200040 11/24/2014
' Public Health, Seattle Ing County � CQ TT F Record I.D. Number
Site Design Application Form or Individual On -Site Sewage System (OSS) ON
Submit 5 copies of application with 4 copies ofplans) Department Use Only
Approximate 5410 SW 315TH ST ATTACH A DETAILED ROUTE/DIRECTION MAP
Site Address: FOR LOCATING THE PROPERTY.
Name and address of property owner LARY HUNDRUP, 32405 12TH AVE SW, FEDERAL WAY,WA,98023-4914
Applicant Street Address 132405 12TH AVE SW, FEDERAL WAY
Name HUNDRUP GARY City -Zip Code 98023-49141 Phone r 253.279.2137
Last First 98038
Street Address 114525 246TH DR SE
Designer AMMAN JEFF City -Zip Code IMONROE 98272 Phone 360-794-7809
THIS IS NOT A PERMIT
PROPERTY INFORMATION: Legal Description Attached X
Parcel # (APN) 1 31 2 1 1 1 0 1 z 1 0 1 0 1 0 1 41 0 1 Section: 1 11 0 Township:1 21 1 Range: 1 01 3
Subdivision Name: HEALY PALISADES ADD I Lot: 1 13,4,5 ( Block:I 1 11�
Property Size: 1 5 I 9 I 5 13 13 ISq. ft. Acreage: 1.37 Rural Area ❑ Urban Area B
Distance from property line to nearest sewer: I N/A I I FT
Water Supply u (IP) = Individual XD Group A Supply >1000 E:] Group A Supply < 1000 ❑ Group B Supply
Public Water Supply Name: I TACOMA WATER I ID#j
Sensitive Area: U (Y?N) If yes, specify U (L,W,O) L = Landslide W = Wetlands O = Other & EROSION
SYSTEM INFORMATION:
New System u Repair Design U Correction of OSS Failure? UY?N Detailed Plans Attached (4 sets) U Y?N
Type of Building I IS IF 1 SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional
Type of System Proposed: II —I P I D G = Gravity GP = Gravity with Pump M = Mound SF = Sand Filter
PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental O = Other
Dates Soils Logged 1 112 1 110 1 114 1 Soil Logs Attached: (Min.4not) U Y?N
Depth to Watertable or Restrictive Layer: 6 5 Fiches Maximum Slope in Drainfield/Reserve Area 01 %
CALCULATIONS:
Number of Bedrooms: 1 3 Total Gallons/Day (450 minimum): 1 41 S1 0 Gal. Soil Texture Type (1A-5) 3
Application Rate: 1 0.81 Gal/sq ft/day Total Absorption Area: I 1 51 61 4] Sq. ft. Trench Width I 36 inches
Total Drainfield Length: 1 11 81 81 Ft. Septic Tank Size: 1 11 51 01 01 Gal. Garbage Grinder NI Y?N
Pump Chamber Size (if needed) 1 11 51 01 � Gal. Trench Depth (min/max): 1 21 1 / 1 21 4 inches
I understand that failure to comply with the Code of King County Board of Health Title 13 may result in the disapproval of the sewage system being proposed in this application. Non-compliance
may also lead to revocation of my Designer' a 'tate of mpetency and/or appropriate legal action by the Health Department.
WA5100100
Designer's Signature:: K.C. ID# Date: 04/02/15
FOR HEALTH DEPARTMENT USE ONLY: NOTE: SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLER UNLESS
OTHERWISE APPROVED BY CODE
APPROVED (date): BY:
Comments
❑ Pre -Construction meeting required between designer, installer, builder prior to permit issuance
APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUTE
PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. THIS APPROVAL
SHALL NOT BE CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED.
THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL.
DISAPPROVED (date): BY:
See attached Site Deficiency Sheet.
Any person aggrieved by any decision or final order of the Health Officer may file a written application for appeal to Health Officer within 60 calendar
days of the date of the above decision. (Title 13, K.C.B.O.H. Chapter 13.12 - Sewage Review Committee). CS 13.15.97 Rev. 7/21/00
RECEIVED
90.0
90.0
_
_
90.
-?-0- 0
NOTE, PER PUBLIC HEALTH SEATTLE/KING COUNTY
TITLE 13 TABLE 13.28-2 ALL STORM WATER
INFILTRATI❑N COR DISPERSI❑N) TRENCHES MUST BE
AT LEAST 30 FEET AWAY FROM SEPTIC SYSTEM
TRENCHES (AND RESERVE) IF THE STORM SYSTEM
IS DOWN GRADIENT FROM THE SEPTIC SYSTEM. THE
SETBACK IS 100 FEET IF THE STORM SYSTEM IS
UPGRADIENT FROM THE SEPTIC SYSTEM,
NOTE: PUBLIC HEALTH SEATTLE/KING COUNTY TITLE 13
TABLE 13.28-2 REQUIRES THAT A SEPTIC DESIGN DELINEATE
AN AREA FOR STORM WATER INFILTRATION AND/OR DISPERSION.
— THE AREA SH❑WN ❑N THIS DESIGN IS SIMPLY AN AREA THAT
MEETS THEIR REQUIREMENTS AND SHOULD NOT BE CONSTRUED
AS A STORM WATER SYSTEM DESIGN. ONLY A LICENSED ENGINEER
CAN DESIGN A STORM WATER SYSTEM,
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POINT BASE OF
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NOTE, PER PUBLIC HEALTH SEATTLE/KING COUNTY
TITLE 13 TABLE 13.28-2 ALL STORM WATER
INFILTRATI❑N COR DISPERSI❑N) TRENCHES MUST BE
AT LEAST 30 FEET AWAY FROM SEPTIC SYSTEM
TRENCHES (AND RESERVE) IF THE STORM SYSTEM
IS DOWN GRADIENT FROM THE SEPTIC SYSTEM. THE
SETBACK IS 100 FEET IF THE STORM SYSTEM IS
UPGRADIENT FROM THE SEPTIC SYSTEM,
NOTE: PUBLIC HEALTH SEATTLE/KING COUNTY TITLE 13
TABLE 13.28-2 REQUIRES THAT A SEPTIC DESIGN DELINEATE
AN AREA FOR STORM WATER INFILTRATION AND/OR DISPERSION.
— THE AREA SH❑WN ❑N THIS DESIGN IS SIMPLY AN AREA THAT
MEETS THEIR REQUIREMENTS AND SHOULD NOT BE CONSTRUED
AS A STORM WATER SYSTEM DESIGN. ONLY A LICENSED ENGINEER
CAN DESIGN A STORM WATER SYSTEM,
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POINT BASE OF
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5 11�
60,00'
SW 315TH ST
APP
R4:)�ED 4G COUNTY
ATse!
TLUgl.IC HEALTH
HP l
3' HIGH CUT BANK
ALONG DRIVEWAY
2' HIGH CUT BANK
ALONG DRIVEWAY
SOIL LOGS
1. 0-38' LOAMY MEDIUM SANDS, 38-52' COMPACTED S❑IL
2. 0-781+ LOAMY MEDIUM SANDS
3. 0-841+ LOAMY MEDIUM SANDS
4. 0-65'+ LOAMY MEDIUM SANDS
5. 0-43' DISTURBED SAND, 43-65' CLAY MIXED WITH DISTURBED SAND
DRAINFIELD TO BE COVERED WITH 12' OF
NATIVE SOILS S❑IL AFTER FINAL
INSTALLATION INSPECTI❑N. DESIGNER TO
VERIFY QUALITY AND DEPTH OF COVER
SOIL AT BACKFILL INSPECTION.
PERMANENT BARRIER REQUIRED
ALONG THE WEST EDGE OF THE
DRIVEWAY TO PROTECT THE
RE
DRAINFIELD. IE CURB, FENCE,
ROCKS, RR TIES, OR EQUIV,
188 LINFT (564 SQFT) PRESSURE
DISTRIBUTION SYSTEM PRIMARY DRAINFIELD
AREA. 36' TRENCH WIDTH, 21-24' DEPTH
TRENCHES TO BE 7' ON CENTER,
EXISTING WATER
METER AND PROPOSED
WATER LINE TO HOUSE
Amman Septic De5ign5, Inc.
14525 246th Dr, SE
Monroe, WA 98272
FEE TO BE CHARGED FOR FINAL INSPECTI❑N SEE WWW,G❑TPERK,C❑M
SCALE 1"=20'
Tax
Parcel #1321020-0040
(360) 794-7809 Office
(425) 501-5195 Cell
(360) 794-5408 Fax
Ak
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SW 315TH ST
APP
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ATse!
TLUgl.IC HEALTH
HP l
3' HIGH CUT BANK
ALONG DRIVEWAY
2' HIGH CUT BANK
ALONG DRIVEWAY
SOIL LOGS
1. 0-38' LOAMY MEDIUM SANDS, 38-52' COMPACTED S❑IL
2. 0-781+ LOAMY MEDIUM SANDS
3. 0-841+ LOAMY MEDIUM SANDS
4. 0-65'+ LOAMY MEDIUM SANDS
5. 0-43' DISTURBED SAND, 43-65' CLAY MIXED WITH DISTURBED SAND
DRAINFIELD TO BE COVERED WITH 12' OF
NATIVE SOILS S❑IL AFTER FINAL
INSTALLATION INSPECTI❑N. DESIGNER TO
VERIFY QUALITY AND DEPTH OF COVER
SOIL AT BACKFILL INSPECTION.
PERMANENT BARRIER REQUIRED
ALONG THE WEST EDGE OF THE
DRIVEWAY TO PROTECT THE
RE
DRAINFIELD. IE CURB, FENCE,
ROCKS, RR TIES, OR EQUIV,
188 LINFT (564 SQFT) PRESSURE
DISTRIBUTION SYSTEM PRIMARY DRAINFIELD
AREA. 36' TRENCH WIDTH, 21-24' DEPTH
TRENCHES TO BE 7' ON CENTER,
EXISTING WATER
METER AND PROPOSED
WATER LINE TO HOUSE
Amman Septic De5ign5, Inc.
14525 246th Dr, SE
Monroe, WA 98272
FEE TO BE CHARGED FOR FINAL INSPECTI❑N SEE WWW,G❑TPERK,C❑M
SCALE 1"=20'
Tax
Parcel #1321020-0040
(360) 794-7809 Office
(425) 501-5195 Cell
(360) 794-5408 Fax
Ak
9
0
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_—----------------------- W ---
_----------------------- � ---
SEWAGE TANKS TO BE INSTALLED ,
AN
D BEDDED ACCORDING T❑ THE
MANUFACTURER'S DIRECTI❑NS AND
UPON A LEVEL, STABLE BASE THAT
WILL NOT SETTLE. TANKS TO BE WATER TIGHT
W•T• 1500/2 SEPTIC TANK TESTED TO THE BOTTOM OF THE RISERS.
OUTLET EL 69.0
SCREENED OUTLET FILTER EXISTING RETAINING WA_XI —_ _— __ —� —� •
REQUIRED. LL
—_ 90,0
=SNOOD
W.T. 1500 GALLON PUMP TANK WITH Z❑ELLER 189
EFFLUENT PUMP SET TO DOSE 225 GALLONS ONCE
Q EVERY TWELVE HOURS,
SL5 •
� I5' D3034 4' TL & CLEANOUT
Q PLUMBING STUBOUT EL 70,0 I
2' RHOMBUS IFS TIMER CONTROL PANEL LOCATION
O PANEL TO BE MADE TO HANDLE THE 240 VOLT PUMP •
PROPOSED THREE I
BEDROOM SINGLE •
FAMILY RESIDENCE '
I0
80'+- I
�v •
v�
PROPOSED STORM WATER SYSTEM
// INFILTRATI❑N SYSTEM AREA TO BE
j DESIGNED BY OTHERS.
QO
�O
109,55'
NOTEi PER PUBLIC HEALTH SEATTLE/KING COUNTY
TITLE 13 TABLE 13,28-2 ALL STORM WATER
INFILTRATION (❑R DISPERSION) TRENCHES MUST BE
AT LEAST 30 FEET AWAY FROM SEPTIC SYSTEM
TRENCHES (AND RESERVE) IF THE STORM SYSTEM
IS DOWN GRADIENT FROM THE SEPTIC SYSTEM, THE
SETBACK IS 100 FEET IF THE STORM SYSTEM IS
UPGRADIENT FROM THE SEPTIC SYSTEM,
NOTEi PUBLIC HEALTH SEATTLE/KING COUNTY TITLE 13
TABLE 13,28-2 REQUIRES THAT A SEPTIC DESIGN DELINEATE
AN AREA FOR STORM WATER INFILTRATION AND/OR DISPERSION,
THE AREA SHOWN ON THIS DESIGN IS SIMPLY AN AREA THAT
MEETS THEIR REQUIREMENTS AND SHOULD NOT BE CONSTRUED
AS A STORM WATER SYSTEM DESIGN. ONLY A LICENSED ENGINEER
CAN DESIGN A STORM WATER SYSTEM,
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FEE TO BE CHARGED FOR FINAL INSPECTI❑N SEE WWW,G❑TPERK,C❑M
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SEATTLE -KING UNTY
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SCALE 1"=20'
Tax
Parcel #1321020-0040
(360) 794-7809 Office
(425) 501-5195 Cell
(360) 794-5408 Fax
DATE
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C M"" L IAN(
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VR1 WITSETTLE.TANS TO A NATER TIFNf
TESTTIE ImTw 6 TIE RISERS.
ED
W LD E 69D
SCRF.DED DRLET FILTER
a o -BH•+ Lawn —MEDILAt sNms
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SW 315TH ST
J IRTILT A STOnI NATER SYSTEM
SYSTEM AREA m ➢E
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DESIGNED BY 0T1ERS.
BY
•
109,55'
"—D
PER AVU IEALTN SEATnE/VAT CDINTY
TITI-
TInE 13 TAILS 13E8-2 ALL STDIM NATER
1
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Di1LTTNnw — D]SPERSIDD TRENCHES NAT lE
AT LEAST 3➢ lEET AVAY SEPTIC SYSTEM
`—
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14525 246th Dr, SE
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14525 246th Dr. SE
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(360) 794-7809 Office
(425) 501-5195 Cell
(360) 794-5408 Fax