17-102775t
City of Federal Way
Community Development Dept.
33325 8th Ave S
Federal Way, WA 98003
Ph: (253) 835-2607 Fax: (253) 835-2609
Project Name: MEHL HOMES KC SHORT PLAT LOT 6
Project Address: 35808 4TH PL SW
Building - Single` Fair ily
Permit #:17 -102775 -00 -SF
Inspection Request Line: (253) 835-3050
Parcel Number: 302104 9182
Project Description: NEW - Construction of a 2223 square foot single story single family residence with a 314
square foot covered entry and a 653 square foot attached garage. Includes plumbing and
mechanical. ***3 Bedrooms; $525,000 estimated selling price***
Owner
Applicant
Contractor
Lender
STEVE MEHLMEHL HOMES INC
STEVE MEHLMEHL HOMES INC
MEHL HOMES INC
OWNER IS LENDER
PO BOX 5447
PO BOX 5447
PO BOX 5447
I
KENT WA 98064
KENT WA 98064
KENT WA 98064
Yes
Census Category: 101 - New Single Family House
Includes: #1 #2 #3 #4
Occupancy Class: R-3
Construction Type: Type V - B
Occupancy Load:
Floor Area (sq. ft.) 0.00
Additional Permit Information
New / Additional Sq. Feet - 1st Floor ..................... 2223
New / Additional Sq. Feet - 3rd Floor .....................
0
New / Additional Sq. Feet - Basement ....................
0
Occupancy #1 - Construction Type .........................
Type V - B
New / Additional Sq. Feet - Garage ........................
653
Plumbing Work Valuation? .....................................
11000
Number of Stories ...................................................
I
Plumbing to be Included? ........................................
Yes
Will Certificate of Occupancy be Issued? ...............
Yes
Comprehensive Plan Designation ........................... SF - High -Density
Residential
Total Valuation: 288,639.62
New / Additional Sq. Feet - 2nd Floor ....................
0
Occupancy #I - Area (Sq. Feet) ..............................
0
BasicPlan?...........................................................
No
New / Additional Sq. Feet - Deck ...........................
314
Mechanical to be Included? .....................................
Yes
Mechanical Work Valuation? ..................................
7500
New / Additional Sq. Feet - Other ..........................
0
New / Additional Sq. Feet - Total ...........................
3190
Occupancy #1 - Use ................................................
Residence (1 or 2
family)
Zoning Designation .................................................
RS 15.0
CONDITIONS:
PLANNING DIVISION
1. The applicant shall provide a minimum of 21 tree units (25 tree units per acre); existing trees and
vegetation in good health, and not considered to be invasive species, shall be retained on the subject
property to the maximum extent possible in all developments (FWRC 19.120.130) and preserve the
existing stands of healthy trees on site and on adjacent properties.
2. The applicant shall provide a critical areas report pursuant to FWRC 19.145.145.410(2) and FWRCV'
19.145.080(1), evaluating the site per existing conditions. Critical area report are not waived on the
subject property.
3. Proposal is within 50 ft. of a mapped geologically hazardous area (erosion hazard area).
4. Please call for a final planning inspection at 253-853-2644, 24-48 hours prior to schedule due to staffing
levels.
PERMIT EXPIRES Sunday, 13 May, 2018
Permit Issued on Tuesday, November 14, 2017
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
ashington and the ity of Federal Way.
Owner or agent: Date:
City of Federal Way
Certificate of Occupancy
This Certificate issued pursuant to the requirements of Section 111 of the International Building Code or Section
11110 of the International Residential Code is certifying that at the time of issuance, this structure was in
compliance with the various ordinances of the City regulating building construction or use. This certificate is valid
ONLY when endorsed by City staff.
Tenant Name: MEHL HOMES KC SHORT PLAT LOT 6
Address: 35808 4TH PL SW
Permit # 17 -102775 -00 -SF
Includes: #1 #2 #3 #4
Occupancy Class: R-3
Construction Type: Type V - B
Occupancy Load: 0.00
Floor Area (sq. ft.) 0.00
Owner Name: STEVE MEHLMEHL HOMES INC
Owner Address: PO BOX 5447
KENT WA 98064
R_ i.
Building Official
Z.////,
Dat
The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which
experience has shown most severely affect the health and safety of the general public. Although the City has made as complete
a review and inspection as is reasonably possible (within budgetary time and personnel limitations), the City neither guarantees
nor warrants to the owner/occupant or to any other person that this Certificate evidences strict compliance with each and every
ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon
which itis situated. Such compliance is the responsibility of the owner and / or occupant of the premises.
t
THIS CARD IS TO REMAIN ON-SITE
CITYOF �- Construction Inspection Record
Federal Way INSPECTION REQUESTS: (253) 835-3050
PERMIT #:
Project:
17 102775 00 Address: 35808 4TH PL SW
STEVE MEHL 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.
0 SWM Precon Site Mtg (4400)
0 Initial Erosion Control (4365)
El Footings/Setback (4110)
Approved
To be done PRIOR to breaking ground
Approved to place concrete
By Date
By Date
By Date IZi
Q Foundation Wall (4115)
Drainage/Downspout (4040)
® Plumbing Groundwork (4190)
Approved to place concrete
Approved to backfill
Approved to cover
Date t I 2 (
Date _,?, ( &
By Date
El
Slab/Concrete Floor (42 55)
®
Underfloor Framing (4285)
®
Floor Sheathing (4105)
By Date 5; —t
Approved to place concrete
By A,) Date
Approved to sheath floor
` ,� v _ .—(
Approved to install flooring
By
Date
By
Date 1 . _ 1 h
By
Date
Eo
Shear Walls (4245)
Fire/Draft Stops (4095)
Roof Sheathing (4220)
E2
Rough Plumbing (4230)
By Date 5; —t
Approved to install siding
By A,) Date
Approved to install roofing
` ,� v _ .—(
Approved
By
(\) Date 14 q
By
Date
By
Date 13 _ 1 L. I ?-
#J Mechanical Rough -in (4165)
Gas Piping (4125)
Fire/Draft Stops (4095)
Approved
Approved to release test
Approved
By Date 5; —t
By Date S-
By A,) Date
Approved
` ,� v _ .—(
Alt) Date
E_; Interim Erosion Control (4370) Prior to scheduling a Framing inspection; 17 Framing (4120)
Electrical, Plumbing & Mechanical Rough -in
Approved Approved to insulate
and Fire/Draft Stop inspections must be signed -
By Date off and approved. IBC 109.3.4 C Date "� 1 < b
Insulation (4150)
19 Gypsum Wallboard Nailing (4130)
Final - Planning (4070)
Approved to install wallboard
Approved to install mud & tape
Approved
Date L (<Z� (j
B Date d (S b
By Date
El
Final Erosion Control (4375)
Approved
By
Date
0
Final - Building (4050)
Approved
By
Alt) Date
Approved
"Pro -Iz)N
22 Final - Mechanical (4065)
Approved f�
By � Date
23 Final - Plumbing (4075)
Approved
r , ,_
By t '� Date '
D
Rough Electrical
E]
Final Electrical
Right of Way
Approved
Approved
Approved
By
Date
By
Date
By
Date
it
RECEIVED
Likehaven
WATER & SEWER DISTRICT JUN 0 9 2017 �•••
CITY OF FEDERAL �%,',Ay r
UNITY DEVELOPMENT
Lakehaven Water & Sewer District - Development Engineering Section
31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249
Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org
This certificate is intended to provide the applicant, land use agencies &/or public health departments with
information necessary to evaluate development proposals. Lakehaven Water &' Sewer District, at its sole
discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations
in Lakehaven's or Other Purveyor's system facilities.
Proposed Land Use:
N Building Permit -SFR
❑ Subdivision
❑ Rezone
❑ Other (specify/describe
Tax Parcel Number(s): 3021049182
Ex. Bldg. Area to Remain: N/A sf
Applicant's Name: Mehl Homes, Inc.
WATER SYSTEM INFORMATION
❑ Building Permit -MFR ❑ Building Permit -Other
❑ Short Subdivision ❑ Binding Site Plan
❑ Boundary Line Adjustment
) GIM�uJY�
Site Address: 35802 - 4th PI SW
New Bldg. Area Proposed: 2,223 sf
Lakehaven GIS Grid: H-13
1. N Water service can be provided by service connection to an existing 8" diameter water main that is on the site.
2. ❑ Water service for the site will require an improvement to Lakehaven's water distribution system of:
❑ a. feet of " diameter water main to reach the site; and/or
❑ b. The construction of a water distribution system on the site; and/or
❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or
constructed; and/or
❑ d. Other (describe):
3. ® a. The existing water system is in conformance with Lakehaven's Comprehensive Water System Plan.
❑ b. The existing water system is not in conformance with Lakehaven's Comprehensive Water System Plan and an
Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits.
4. ® a. The subject property is within the corporate limits of Lakehaven Water & Sewer District, or has been granted
Boundary Review Board approval for extension of water service outside of Lakehaven's water service area.
❑ b. Annexation or Boundary Review Board approval will be necessary to provide service.
S. Water service is subject to:
N a. Payment of connection charges (to be determined by Lakehaven);
® b. Proof or reservation of easement(s) as required by Lakehaven;
C. Other: Water Service Connection application required.
Comments/special conditions: Service pressure greater than 80 psi indicated Pressure Reducing Valve indicated contact local
building official for requirements &/or additional information.
The nearest fire hydrant is approximately 15+/- feet from the Pro e (as marked on map on the back of this page).
Fire Flow at no less than 20 psi available within the water distribution system is 1,000 GPM (approximate) for two (2) hours or more.
This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. Fire flow rates
greater than this may be accommodated through water distribution system improvements, contact Lakehaven for additional
information.
538 Pressure Zone Est. Meter Elevation -GIS: 299+/- Est. Pressure Range at Meter(s) (psi): Min. 94, Max. 103
I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of
signature.
Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISOR
Signature:
Date:
3021049182 wtr.docx (Form Update 1/3/17) Page 1 of 2
3021049034
4
437
3021049180
35724
E7c.
Hydrant
I
I
3021049106
i
i
35805
i
i
i
3021049127
1
35726
M
i
r 3021049182
i
i
i
i
l
I
I
t
Existing
— 30' Lakehaven
3021049174
35825
Easement
I 15'
i
i
3021049126
35905
rn,ac. rsuenaven viater and sewer
District neither warrants nor guarantees
the accuracy of any facility information
provided. Facility locations and conditions
are subject to field verification.
3021049182 wtr.docx (Form Update 1/3/17)
Water Certificate of Availability
Parcel 3021 0491 82
a 3a �s
Feet 3123/2037 BIA
Page 2 of 2
Distance from property line to nearest sewer: 13 ( 31 01 +
Water Supply U (IP) I = Individual F -T] Group A Supply 0 Group B Supply $ M SERVICE CONTRAC'
or+�r` 1IhT!Ci: i),N TIT! G
Public Water Supply Name: ( Lakehaven Water District ( ID# LI ( (
Sensitive Area: U (Y?N) If yes, specify U (LAO) L = Landslide W = Wetlands ❑ = Other
SYSTEM INFORMATION:
New System U Repair Design L____( Correction of OSS Failure? U Y?N Detailed Plans Attached (4 sets) U Y?N
Type of Building ( - I - I S ( F ( SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional
Type of System Proposed: � - — I P I D I G = Gravity GP = Gravity with pump M = Mound SF = Sand Filter
PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental ❑ = Other
Dates Soils Logged: 1 0 ( 4 1 1 19 1 1 17 Soil Logs Data Attached: (Min. 4/10t) U Y?N
Depth to Watertable or Restrictive Layer: 16 L 0jlInches Maximum Slope in Drainfield/Reserve Area L2i-2J %
CALCULATIONS:
Number of bedrooms: U Total Gallons/Day (450 minimum): 1 4 1 5 1 01 Gal. Soil Texture Type (1A-5) 1 4
Application Rate: 1.6_J Gal/sq ft/day Total Absorption Area: 10 ( 7 15 I 0 I Sq. ft. Trench Width 26 j inches
Total Drainfield Length: ( 2 1 5 0 Ft. Septic Tank Size: 11 15 10 I 0 I Gal. Garbage Grinder I N I Y?N
Pump Chamber Size (if needed) L1 15 I 0 I 0 I Gal.i Trench Depth (min/max): 1 1 1 2 / 3 1 6 inches
I understand that failure to comply with the Code of KingKtiunty Board of health Tide 13 may result in the disapproval of the sewage system be4i proposed in this application. Non-compliance may
lead to revocation of my Designees Certificate of Gbmpecba andlor appropriate.legal action by the Health Depart tent. / C, C t �'
Designer's Signature: �— x K. C. ID# 01 0 8 41 Date: 7/26/17
FOR HEALTH DEPARTMEN USE ONLY:
APPROVED (date): 3 201 T BY:
Comments
NU It: SYS FEM MUST BE INSTALLED BY
0 ERWISE PROVIDED BY CODE
fq 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 CN THE SITE. THIS APPROVAL
SHALL NOTBE CONSIDERED AN ASSURANCE, EI -HER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSJED,
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 the Health Officer within 60
calendar days of the date of the above decision. (Title 13, KC.B.O.H. Chapter 13.12 — Sewage Review Committee). CS 13.15.97 Rev.7121100
RECEIVED
AN?
r
�. and
Public Health - Seattle Ring Count �
R rd .
Site Design Application Form for Individual On -Site Sewage System (OSS)
ION 01 (ei 1 00
Submit 5 co i Ica ton with 4 copies of plans)Depart
ent Use my
Approximate
Site Address:
35818 4th P(. STN '�� : P
ATTACH A DETAILED R UTE/ DIRECTION
MAP FOR LOCACI
RG C
� � � � fE�
Na and address of property owner ( See Applicant
�C
Applic...nt Street Address PO Box 5447
AUG 15 2017
Name ( Mehl Homes ( City -Zip Code
Kent 98064Pho
sF
Last First
Designer Street Address � PO Box 1040
COM MUN1 i Y DEVELOPMENT
Barry Cole City -Zip Code Enumclaw 98022
1 Phone 360.825-1965
THIS IS NOT A PERMIT
PROPERTY INFORMATION: Legal Description Attached
Parcel # (APN) L 3 (0 (2 ( 11 0 ( 4 ( 9 ( 11 8 1 2 Section: 1 31 0J Township:
2 ( 1 ( Range: 10 1 4
Subdivision Name: ( Area 6 KCSP #07283 ( Lot: I I
I Block: I I I
Property Size I 0 l 3 ( 5 18 I 0 I 1 ( Sq. ft. Acreage: Rural Area ❑ Urban Area 11K
Distance from property line to nearest sewer: 13 ( 31 01 +
Water Supply U (IP) I = Individual F -T] Group A Supply 0 Group B Supply $ M SERVICE CONTRAC'
or+�r` 1IhT!Ci: i),N TIT! G
Public Water Supply Name: ( Lakehaven Water District ( ID# LI ( (
Sensitive Area: U (Y?N) If yes, specify U (LAO) L = Landslide W = Wetlands ❑ = Other
SYSTEM INFORMATION:
New System U Repair Design L____( Correction of OSS Failure? U Y?N Detailed Plans Attached (4 sets) U Y?N
Type of Building ( - I - I S ( F ( SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional
Type of System Proposed: � - — I P I D I G = Gravity GP = Gravity with pump M = Mound SF = Sand Filter
PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental ❑ = Other
Dates Soils Logged: 1 0 ( 4 1 1 19 1 1 17 Soil Logs Data Attached: (Min. 4/10t) U Y?N
Depth to Watertable or Restrictive Layer: 16 L 0jlInches Maximum Slope in Drainfield/Reserve Area L2i-2J %
CALCULATIONS:
Number of bedrooms: U Total Gallons/Day (450 minimum): 1 4 1 5 1 01 Gal. Soil Texture Type (1A-5) 1 4
Application Rate: 1.6_J Gal/sq ft/day Total Absorption Area: 10 ( 7 15 I 0 I Sq. ft. Trench Width 26 j inches
Total Drainfield Length: ( 2 1 5 0 Ft. Septic Tank Size: 11 15 10 I 0 I Gal. Garbage Grinder I N I Y?N
Pump Chamber Size (if needed) L1 15 I 0 I 0 I Gal.i Trench Depth (min/max): 1 1 1 2 / 3 1 6 inches
I understand that failure to comply with the Code of KingKtiunty Board of health Tide 13 may result in the disapproval of the sewage system be4i proposed in this application. Non-compliance may
lead to revocation of my Designees Certificate of Gbmpecba andlor appropriate.legal action by the Health Depart tent. / C, C t �'
Designer's Signature: �— x K. C. ID# 01 0 8 41 Date: 7/26/17
FOR HEALTH DEPARTMEN USE ONLY:
APPROVED (date): 3 201 T BY:
Comments
NU It: SYS FEM MUST BE INSTALLED BY
0 ERWISE PROVIDED BY CODE
fq 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 CN THE SITE. THIS APPROVAL
SHALL NOTBE CONSIDERED AN ASSURANCE, EI -HER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSJED,
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 the Health Officer within 60
calendar days of the date of the above decision. (Title 13, KC.B.O.H. Chapter 13.12 — Sewage Review Committee). CS 13.15.97 Rev.7121100
RECEIVED
AN?
r
oEOTECH
CONSULTANTS, INC.
Mehl Homes
PO Box 5447
Kent, Washington 98064
r
al�
C"7Y OF COMMUNITY DEV LE OPMFYNT
Attention: Steve Mehl
via email: meh/homes@aol.com
Subject: Geotechnical Engineering Considerations
Proposed Residence
35818 - 4th Place Southwest
King County, Washington
Dear Mr. Mehl:
2401 IOth Ave E
Seattle. Washington 98102
(425) 747-5618 FAX (425) 747-8561
JN 17427
August 4, 2017
The undersigned Principal of Geotech Consultants visited the subject site on August 1, 2017 to
observe site conditions. We understand that, based on GIS mapping, there is an Erosion Hazard
Area beginning approximately 30 feet south of the subject site. The purpose of our visit was to
observe the site and adjacent site conditions with regards this Area. This letter provides our
professional opinion from a geotechnical engineering standpoint regarding the relationship of the
site and the proposed residence with regards to the Erosion Hazard Area.
The subject property is rectangular, being long in the north -south directly. Most of the site is
forested. Overall, the site and adjacent sites tend to decline to the south/southeast. Most of the site
has a gentle to very gentle inclination, although its center portion is has a gentle to moderate
inclination. The southern portion of the subject site, which is the area where the proposed residence
will be located, is only inclined about 7 to 10 percent. There is an existing garage on the adjacent
property just south of the adjoining property line, so that area is inclined less than 5 percent.
Although we were not able to directly observe the area south of this garage, based on the
GIS mapping, that area slopes more moderately, in the range of 20 to 25 percent; it appears that
this inclination is the reason that area is considered an Erosion Hazard Area based on the GIS
mapping.
A test pit had been excavated on the southern portion of the subject site down approximately 4 feet
prior to our arrival, apparently for septic design reasons. We were able to observe that, below about
12 inches of topsoil and very organic loam, the soil in this southern portion (where the proposed
residence will be located) consisted of fine sand that was only slightly silty. As compared to most
soils in the Puget Sound area, which are siltier, it is our opinion that the erosion potential of the
onsite soil where the residence will be location is low.
We point out that only sites where there is no vegetation or impervious surface cover have a
potential for having erosion issues. So, development sites are generally only erosion issues during
construction. That is why erosion control measures are important and are very typical on
construction sites in the Puget Sound area.
0
GEOTECH CONSULTANTS, INC. .
F
Z
..a
V
Mehl Homes
August 4, 2017
CONCLUSIONS
•
JN 17361
Page 2
As noted above, the area on the southern side of the site where the proposed residence is located,
as well as the first, approximate 30 feet of the adjacent southern property, has an inclination of only
about 5 to 10 percent. In addition, also as noted above, the soils have a low potential for erosion
due to their low silt content. Lastly, the area between the area of the proposed residence and the
mapped Erosion Hazard Area to the south if the site is mostly covered with an existing garage. For
these reasons, it is our professional opinion from a geotechnical engineering standpoint that the
mapped Erosion Hazard Area will be unaffected by the development of the proposed residence.
As with any construction site in the Puget Sound area, it is prudent to implement erosion control
measures during construction as standard protocol. Measures such as a gravel construction
entrance and silt fencing on the downslope side of the site should be maintained on the site during
construction at a minimum.
We trust that this letter is suitable for your needs at this time. Please contact us if there are any
questions regarding this report, or for further assistance.
DRW:mw
Respectfully submitted,
GEOTECH CONSULTANTS, INC.
D. Robert Ward, P.E.
Principal
0
GEOTECH CONSULTANTS, INC. •
A 4k RECEIVED
Cr.OF JUN. 0 9 .2017
f-cleral way
CrTY OF FEDERAL WAY
COMMUNfTY DEVELOPMENT
M
PERMIT APPLICATION
PERnuT Num3ER
SITE ADDRESS
TARGET DATE "
SUITE/UNIT #
PROJECT VALUATION ZONnWG ASSESSOR'S TAX/PARCEL #
, 04 >
TYPE OF PERMIT UILDING 0 PLUM13ING 0 MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ F'IRE
PREVErmoN
NAME OF PROJECT
PROJECT DESCRIPTION
Detailed description of work to
be included on this permit only
PROPERTY OWNER
CONTRACTOR
APPLICANT
PROJECT CONTACT
(The individual to receive and
respond to all correspondence
concerning this application)
PROJECT FINANCING
Required value of$5,000 or more
pzcw 19.27.095)
NAM&
MAILINGADDRESS
clrY
NAME „^�
Y/�RE83
CIrY
WA STATE CONTRACTORS LICENSE #
/new
NAME
MAILntG ADDRESS
CITY
NAME
MAILING ADDRESS
Ctrs
MAE
MAZLMG ADDRESS, CITY, STATE, zip
STATE t ZIP
ERPIRA,nON DATE
STATE i ZIP
STATE I zip
PRDURY PHONE
E-MAM
PHONE
-b ?DQ
FAX
X53-X35-G1�5
FEDERAL WAY RUSnfM LICENSE #
PRIMARY PHONE
i
E-MAn,
!AX
PRIMARY PHONE
E-MAn,
FAX
OWITER_MUNCED
PHONE
I
certify under penalty of perfarg that r am the property owner or authorized agent of the property owner. r
of my knowledge, the information submitted in support of this permit application is true and correct r certify that 1 will coto the best
at' applicable City of Federal Way regulations pertaining, to the work authorized by the issuance of a permit r understand that the
issuance of this permit does not remove the owners 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 reliartee of the city, including its officers and employees, upon the accuracy of the
information supplied tl! th city as apart o�this application
SIGNATURE:
?RANT NAME
�-------.—� DATE
P'ui1 rn#I00—January ],2013 T.s j ..
k:\JTandouts\Permic 1N;�1;c:->:�
P.ECHANICAL PERMIT
VALUE
OF MECHANICAL WORK
gh
Indicate how mlan o each e o ure to be installed or relocated as o i
AIR HANDLING UNITS rt this roect. Do not include
FANS
GAS PIPE OUTLETS
AIR CONDITIONER FIREPLACE INSERTS
existing res to remain.
OTHER (Describe)
BOILERS �
FURNACES
COMPRESSORS
HOODS (commercial)
GAS LOG SETS
HOT WATER TANKS (
DUCTING
GAS PIPING
REFRIGERATION SYST
WOODSTOVES
PLUMBING PERMIT
VALUE OF PLUMBING WORK
�.
Indicate how man o each t e o re to be installed or relocated as art o this ro ed. Do not rude exis®>��
BATHTUBS (or Tub/Shower combo)
LAVS
DISHWASHERS fli—dSi k*
TOILETS
res to re main_
DRAINS RAINWATER SYSTEMS URINALS
SHOWERS
WATER PIPING
OTHER
DRINKING FOUNTAINS SINKS
VACUUM BREAKERS
(Describe)
(ICi,ehea/cam
HOSE BIBBS
SUMPS
WATER HEATERS (Elceh;e)
/
WASHING
GENERAL INFORMATION
MACHINES
TOTAL ARES
CRITICAL AREAS OR PROPERTY? WATER MRVEYOR
/) / � v &I
�/((I/
�, �J�TG/PREVIOIIS
SEWER PURVEYOR
EWER PURVEYOR
�-� – (/R VALUE OF EXISTING IMPROVEMMTS
�� ""
USE
Feet)
�T!—
/- d•
EXISTING W
FIRE SPRnYKLER SYSTEM?
�Sgnare
Y ' / /
�/
PROPOSED FIRE SUPPRESSION PRESSION SYSTEM?
❑ Yes No /Yes ❑ No
RESIDENTIAL - NEW OR ADDITION
AREA DESCRIPTION (in square feet) EXISTING PROPOSED
'
TOTAL
FOR OFFICE USE
FIRST FLOOR (or Mobile Home)
COVERED ENTRY
GARAGE 7�, CARPORT ❑
Area Totals
( r.0111VIAIP-0 SELLING PRICE $----742,90 # OF c
2
FIF,nunnrn
Bulletin #100 — January 12013
Page 2 of 3
a
E
LEANOUT l MONITOR PORTS TYP.
40 _z A SIUNEU U & M SERVICE COt�f f
a,d A RECORDED NOTICE ON
' -C-UTIANK_–_ _- - ��. Q t5 ?ECIUIHE ~ . ' `L�Ia OI IT .0�
MAL -
280 -01' —" — Dev m
CLEARING NOTE: CLEARING WITHIN THE PRIMARY & ,A.
DRAINFIELD AREAS SHALL BE ACCOMPLISHED BY A LICEN
-25,2 -SL 3 1.�1\.\\\\\�
L
COUNTY MASTER INSTALLER. ANY LARGE TREES IN THE LD
\ \ \
V\ AREAS TO BE REMOVED SHALL BE CUT DOWN AND THE S[��II
GROUND IN PLACE AS TO NOT DISTURB THE ORIGINAL SOILS
SL 2 GI 0 LS WITHIN
I. 1 \` \ \ \ � \ \ \ \ THESE AREAS.
10' MIN: 1 1 A , 1 \V STUB EL 175.25
`s,\ \ \ \ \. \ \ \ \ \ ' 1500 GALLON TANKS EP 1600 SDC + EP 1500 P
1 _\
g N1lN 1 1 X \-1 `i \ I . \ .\ \� 5 PANEL
4\; \ TREES TYP.
SL 4 .\ \ \.�ss� .. \P\mss
� \ Vis\,;\\Fs\s��, , fig, . RESERVE WHITEWATER DF 50 LOCATI
\ \ \ \ \ \Fs\\\\\\\\
SL
\\ .
1 (3. \ \ 4 \FILL
- - __ _ �-.•— 22:2
HYD. TREES TYP.
a O I c
z
'
/
1"=20'
N'
-T-
3" CL. 200 PVC TRANSPORT LINE
vl.=
t'tt
:;j PROPOSED 3 BEDROOM
0 �? RESIDENCE
FF, EL. 177.60'
SL 5
5 LINEAL FEET
�.AT'ERAL FEEDERS RESERVE DRAINFIELD AREA 67
_ �
DRIP IRRIGATION. 2.5' LINE SPACING.
VALVE BOX TYP.
60 F-
'-PRIMARY DRAINFIELD 250 LINEAL FEET
PRESSURE DISTRIBTION. 36" TRENCH WIDTH. 4th PLACE SW
V`p/
I
wi DRAINFIELD CONTROL POINT
CAP & REBAR
U.
EL 203.72' ASSUMED
' NORTH
40
GRAPHIC SCALE 1" =20'
280.01'
SOIL LOGS: 4/19/17
SL 1 0"-24" MEDIUM BROWN LOAMY FINE SAND
24"-42' TAN GRAVELLY LOAMY SAND
42"-60" TAN LOAMY FINE SAND
SL 2 0"-24" MEDIUM BROWN LOAMY FINE SAND
24"-60" TAN LOAMY FINE SAND
SL 3 W-24" MEDIUM BROWN LOAMY FINE SAND
24"-64" TAN LOAMY SAND
SL 4 W-22" MEDIUM BROWN LOAMY FINE SAND
22"-38" TAN LOAMY FINE SAND
38"-60" TAN LOAMY SAND
SL 5 0"-26" TAN LOAMY FINE SAND
26"44" TAN LOAMY FINE SAND
COLE SEPTIC DESIGN
P.O. Bax 1040
ENUMCLAW, WA. 98022
(360)825-1965 fax (360)825-8812
WATER METER FROM
LAKEHAVEN WATER
DISTRICT
PROJECT:
PARCEL#
DIRECTION OF DOWNSPOUTS -J I
OSS DESIGNED FOR.
MEHL HOMES
35818 4th PL SW
3021049182
SCALE:
'
1"=20'
DRAWN BY:
5100107
DATE:
7/20117
DRAWING#
17-30-D