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04-104140City of Federal Way t / Community Development Service; Building - Single Family Permit #: 04 - 104140 - 00 - S P.O. Box 9718 Federal Way, WA 98063 -9718 Ph: (253) 835 -7000 Fax: (253) 835 -2609 Inspection request line: (253) 835-3050 Project Name: HOLMES Project Address: 35852 13TH AVE SW Parcel Number: 713780 0460 Project Description: NEW - New single family home with plumb /mech.No Deck. * * *3 Bedroom/S230,000— Owner Applicant Contractor Lender TIM & SANDRA HOLMES TIM & SANDRA HOLMES REALITY HOMES BANNER BANK 5005 39TH ST NE 5005 39TH ST NE REALIH1984CN (2/15/06) BANNER BANK TACOMA WA 98422 TACOMA WA 98422 REALITY HOMES 10317 122ND ST E SUITE B 1308 ALEXANDER AVE E SUITE B PUYALLUP WA 98374 Includes: Census category: 101 -New si #1 #2 #3 #4 Occupancy Group R -3 U -1 Construction Type _ Type V - N Type V - N Occupancy load: Dishwashers Other Plumbing Fixtures 1 =2 (Laundry Washer Outlets j Showers Ist<rwoF rr9posea N. a . K ... ............... y i Census Catei �,,s ...........:. Garage Proposedt tl, Feet ........................... Mechanical....... .............. 2114 Baste Plan .......A a. ....... .... Igo 101 - NoW single family houst Construction Type #2 ......... ...... ................ ....., .. Type V - N 506 Height of Structure_ .......... ................... ..13.5 Yes Occupancy Group #1,., .. R -3 Occupancy Group # 2 ............ ............................... U-1 Plumbing................. ............................... Yes Total Building Sq. Feet ............. ...........................2620 Total Proposed Sq. Feet ....................................... 2620 Zoning Designation .............. ............................... R b Plumbing Fixtures Description Quant y L Description Quantit [ Description _- Quantity Bathtubs 2 Lavatories - - -A 4 Dishwashers Other Plumbing Fixtures 1 =2 (Laundry Washer Outlets j Showers 1 Sinks (jI 2 I Water Heaters 1 Mechanical Fixtures _Description _ _Quantity Description Quantityl [ Description anti Air Handling Units Ducts P I AFL ans J J 3 Furnaces J 1 Ranges 1 PERMIT EXPIRES May 8, 2005. Permit issued on November 9, 2004 I hereby certify that the above information is correct and that the construction o . th above described property and the occupancy and the use will be in accordance with the laws, rules and regulatio of the State of Washington and City of Federal Way. l� or agent: SG: Date: %— U — 1 w T � 1- Z *: dty of federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.3 of the Uniform Building Code 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: HOLMES Address: 35852 13TH SW Permit number: 04 - 104140 - 00 #1 #2 #3 #4 Occupancy Group: R -3 U -1 Construction Type: Type V - N Type V - N Occupancy Load: Floor Area (Sq. Ft.): Owner TIM & SANDRA HOLMES Name: 5005 39TH ST NE Address: TACOMA WA 98422 )MK • M^ 44-t , C 60 6-1(0-06- Building Official Date 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 ofsaid structure or the land upon which it is situated. Such compliance is the responsibility of the owner and/or occupant of the premises. I � AMML DATE INSPECTOR AREA AND TYPE C-, iNSPECTION 1 THIS CARD IS ,TO ' AIN ON-SITE CITY or- kommunityDevelop wt Inspection Record Federal Way , IVR INSPECTION REQUEST PHONE # (253) 835 -3050 PERMIT #: 04- 104140 -00 -SF Owner: TIM & SANDRA HOLMES Address: 35852 13TH AVE SW FEDERAL WAY, WA This card is part of your required inspection documents. 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. ❑ Temp. Erosion Control (4365) ❑ Footings /Setback (4110) ❑ Foundation Wall (4115) To be done prior to breaking ground Approved to place concrete Approved to place concrete By S Date 6NQ k By Date V� By Dat d ❑ Drainage/Downspout (4040) Approved to backfill By / Date 7� ❑ Underfloor Framing (4285) Approved to sheath floor By Date ❑ Plumbing Groundwork (4190) ❑ Slab /Concrete Floor (4255) Approved to cover Approved to place concrete By Date By Date Date a� By I Date 2,_/ -- y o Floor Sheathing (4105) �' Shear Walls (4245) Approved to install flooring Fire/Draft Stops (4095) Approved to install siding B c Dater _ 2 By Date/ --?,d "V4 Er Roof Sheathing (4220) Rough Plumbing (4230) ❑ Mechanical Rough -in (4165) Approved to install roofing Approved Approved Date �( �� By Date a� By I Date 2,_/ -- y o ❑ Gas Piping (4125) ❑ Fire/Draft Stops (4095) scheduling a Framing (4120) Approv d to release test Approved [Rough-in ical, Plumbing & Mechanical 7and -2 d /Draft Stop inspections must be oved. IBC 109.3.41UBC 108.5.4 By Date By �� Date ❑ Framing (4120) Approved to insulate ❑ Insulat ion (4150) Approved to install wallboard ❑ Gypsum Wallboard Nailing (4130) Approved to install mud & tape By �� Date 2 Z f �%`,.'J By FL ` Date 3 " T �0 ' Q 5 By -�-�' Date j 3 Ci ICA Final - SWM (4375) ❑ Final - Mechanical (4065) ❑ Final - Plumbing (4075) Approved Approved Approved By Date By Date By Date ❑ Final - Building (4050 )-,, []Temp. Erosion Maintenance (4370) Approved j i 1 /� Approved Date By Date J any Federal Way REGEOD —I- 4-0 � ' PERMIT SF MF CO ME EL PL DE EN FP -0 .. COMMUNITY DEVELOPMEAT SERVICES 33530 FEDERAL WAY, WA 8063 971"" ' "'APPLICATION ° 253 - 6614115• FAX 2536614129 / www.di o ederalwa Y OF FEDERAL WAY The following is re rAWAIGfiRTgn -an incomplete application will not be accepted. Please print legibly (in ink) or type. T� SITE ADDRESS .3 yA ��,,55 ��{{ �/ SUITE/ UNIT # ASSESSOR'S TA%/PARC ?L� / j— 3 % $ --a - 0 -4 A -0 LOT SIZE LEGAL DESCRIPTION (e.g. Acme Estates, Lot 1) L o f 36 Block 3 ! � a n/ r-i (Attach sepmaie page j r lengthy 1egd de ip6o ) PROJECT • 1 • TYPE OF PERMIT wBUILDING ,@'PLUMBING ❑ MECHANICAL ❑ DEMOLITION At ELECTRICAL ❑ ENGINEERING ❑ FIRE PREVENTION SYSTEM PROJECT DESCRIPTION (Provide detailed description of work included on this permit onlui eonstru f ��nnle ralmd(A R s>dence- PROJECT NAME (Name of Business or Owner Last Name) �f alines PEOPLE INFORMATION PROPERTY OWNER CONTRACTOR APPLICANT CONTACT LENDER EXISTING USE NAME PRIMARY PHONE % i'm Sandca d (5'3) 9a7 - /60 MAILING ADDRESS CITY, STATE, ZIP 5005 39'A St. NL. Tacoma ;k COMPANY NAME APPLICANT NAME Sands(, �Dl ml's OFFICE PHONE (153) 4'.,�b - (033D MAILING ADD SS /:3109 1 e anger A ye, jE. CITY, STATE, ZIP FA. wA • p LI CELL PHONE ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER EXPIRATION DATE b- b 3 -1 Q 5 3 2-B L ill 3/ l D� FAX NUMBER (a53)9r;;Leo CONTRACTOR'S REGISTRATION NUMBER (copy of card required with each application) EXPIRATION DATE 8KAt r �I � � 9 a( /T- COMPANY NAME - APPLICANT NAME OFFICE PHONE - MAILING ADDRESS CITY, STATE, ZIP CELL PHONE RELATIONSHIP TO PROJECT ❑ Architect ❑ Tenant ❑ Agent ❑ Other (Describe) FAX NUMBER ( ) - NAME � ( J�Qndr0. 1'1 b�)PY1�5 PRIMARY PHONE �3 3 f - ij$ E -MAIL ADDRESS �olrnesFeaa% r»sn• Per RCW 19:27.095_ Lender information is required if project value exceeds $5,000 NAME 80,nne r $can k MAILING ADDRESS U3 ? I '01� St. E. ;t CITY, STATE, ZIP 37 EXISTING ASSESSED /APPRAISED VALUE $ SPRINKLERED BUILDING? ❑ YES ❑ NO WATER SERVICE PROVIDER BtAKEHAVEN SEWER SERVICE PROVIDER IMILAKEHAVEN PROPOSED USE VALUE OF PROPOSED WORK $ FIRE SUPPRESSION SYSTEM PROPOSED /REQUIRED? ❑ YES ❑ NO ❑ HIGHLINE O TACOMA ❑ PRIVATE (WELL) ❑ HIGHLINE ❑ PRIVATE (SEPTIC) cm I AREA DESCRIPTION EXISTING S . FT. PROPOSED S . FT. TOTAL BASEMENT FIRST �! 1 4/ SECOND THIRD FOURTH ADDITIONAL FLOORS (DESCRIBE) ig DECK(COVERED ?) r GARAGE / CARPORT JTOTALIPIR/OPOSED HOW MANY MANY FLOORS? TOTAL r a.TMG TOTAL XMSTDtO MD PROPOSED "NEW HOMES ONLY** NUMBER OF BEDROOMS a7 ESTIMATED SELLING PRICE $ Indicate number of each type of f rture to be installed or relocated as part of this project. Do not include existing futures to remain. MECELAIUCAL Mechanical Work $ ✓. Q��.� Value of AIR HANDLING UNITS EVAPORATIVE COOLERS GAS LOGS REFRIG. SYSTEMS BBQS FANS HOODS (cote —ig WOODSTOVES BOILERS FIREPLACE INSERTS f RANGES MISC (Describe) COMPRESSORS / FURNACES GAS WATER HEATERS / DUCTS GAS PIPE OUTLETS PLUMBING BATHTUBS (- T„b /sb—tcombo) SHOWERS 0 WATER CLOSETS (roij,t) _0 MISC (Describe) _ DISHWASHERS SINKS �_ DRINKING FOUNTAINS O GAS PIPE OUTLETS �_ SUMPS D RAINWATER SYST WASHING MACHINES � URINALS _ HOSE BIBBS LAVS Bathroom Sin �— VACUUM BREAKERS ELECTRIC WATER HEATERS 1 BLOCK I_ certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that I am authorized by the owner of the above premises to perform the work for which the permit application is made. 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 of Federal Way, 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. NAME /TITLE Myers iC? DATE (Signature) (Title) RELATIONSHIP TO PROJECT Owner ❑ Agent ❑ Contractor ❑ Architect ❑ Other FOR OFFICE USE ONLY o NEW o ADDITION o ALTERATION ❑ REPAIR ❑ TENANT IMPROVEMENT BUILDING SHELL ONLY? ❑ YES o NO BASIC PLAN? ❑ YES ❑ NO ZONING DESIGNATION CHANGE OF USE? ❑ YES ❑ NO NEW ADDRESS REQUIRED? ❑ YES o NO UP /SEPA /SU? o YES a NO PLATTED LOT? ❑ YES o NO DEMO PERMIT REQUIRED? o YES o NO Bulletin #100 — March 30, 2004 Page 2 of 4 k \Handouts — Revised \Permit Application RESIDENTIAL COMMERCIAL NEW RESIDENTIAL SERVICE NEW COMMERCIAL / INDUSTRUL SERVICE , �� Service or Feeder Each Add'n Single Family Square Feet �lL Z (First 1300 ft2- $87.00; Each add'n 500 ft2 - $28.00) ❑ 0 to 100 amp $ 94.50 $ 58.00 ❑ Detached outbuilding or garage ❑ 101 - 200 amp 117.50 74.00 (Inspected with service) $ 36.50 ❑ 201 - 400 amp 220.50 87.00 ❑ Detached outbuilding or garage ❑ 401 - 600 amp 256.50 103.00 (Inspected separately) $ 58.00 ❑ 601 - 800 amp 332.00 140.50 ❑ 801 - 1000 amp 405.50 169.50 NEW MULTI- FAMILY (three units or more) ❑ Over 1000 amp 442.00 236.00 Service Feeder p to 200 amp $ 94.50 $ 28.00 ❑Over 600 volts surcharge $ 74.00 ❑ 201 - 400 amp 117.50 58.00 ❑Mast or meter repair $ 80.00 L1 401 - 600 amp 161.00 80.00 ❑ 601 - 800 amp 206.00 110.00 ALTERED COMMERCIAL /INDUSTRIAL ❑ Over 800 amp 294.50 220.50 Service or Feeders ALTERED SINGLE /MULTI FAMILY ❑ 0 to 200 amp $ 94.50 ❑ 201 - 600 amp 220.50 Service or Feeder ❑ 601 - 1000 amp 332.00 ❑ 0 to 200 amp $ 72.50 ❑ over 1000 amp 369.50 ❑ 201 - 600 amp 117.50 ❑ over 600 amp 177.00 ❑ # of circuits to be added /altered (1 -5 circuits - $74.00; Add'n circuits, $6.00 /ea) ❑ # of circuits to be added /altered COMMERCIAL /INDUSTRIAL PLAN REVIEW (1 -4 circuits - $58.00; Add'n circuits $6.00 /ea) $ 74.00 plus 35% of Permit Fee ❑ Mast or meter repair $ 43.50 ❑ Service over 200 amps ❑ Medical /Educational /Institutional Facility SINGLE /MULTI FAMILY PLAN REVIEW ❑ Service Over 400 amps $ 74.00 plus 35% of Permit Fee MOBILE HOMES ❑ Service or feeder only $ 58.00 TEMPORARY SERVICE ❑ Service and feeder $ 94.50 Commercial Residential MOBILE HOME /RV PARK - 100 $ 58.00 $ 51.00 ❑ # of service or feeders �❑,/0 04 101 - 200 74.00 51.00 .(First service /feeder - $58.00; each add'n - $37.501 ❑ 201 400 87.00 n/a ❑ 401 600 117.50 n/a ❑ over 600 127.00 n/a MISCELLANEOUS SERVICE/ EQUIPMENT ❑ # of Thermostats ❑ # of Signs (First - $43.50; add'n- $13.50/ea) (First sign- $43.50; add'n sign $20.50 /ea) ❑ Low Voltage ❑ Swimming pool /hot tub ................ $87.00 Square Feet to be Served by system(s) (Includes additional circuit, if required) ❑ Fire Alarm System ❑ Yard Pole meter loops ..................... $58.00 ❑ Security Alarm System ❑ Additional Plan Review $87.00 /hour ❑ Voice Cabling (for modified submittals) ❑ Data Cabling (Per System(s) 1 -t 2500 ft2- $51.00; Each add'n 2500 ft2- 13.50) • Per WAC 296- 46- 910(5)(61(i & iil Bulletin #100 -March 30, 2004 Page 3 of 4 k \Handouts - Revised \Permit Application N Jason Engineering & Consulting Business, Inc. ' Sandra Holmes 359xx 13th Ave SW ' Federal Way WA. 98023 N Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis Date: 10-29 -2004 Pr*q: Holmes Residence File #: 04 -010 ' Attn: Mrs. Holmes RE: Small Site Drainage Plan ' At your request, we have assessed the lot at 359xx 13th avenue SW in Federal Way, Washington. The lot is located at the NE corner of SW 360th Street and 13th Avenue SW. The new construction will be a wood framed single family residence of approximately 2,800 SF. The driveway will be 420 SF, totaling 3,228 SF. There are no steep slopes, landslide hazard areas, or wetland areas on or around the site. All possibilities for site drainage were considered and ' it is our opinion that the most appropriate solution is the perforated pipe connection to the existing downstream drainage system per section C211 of Appendix C, King County Small Site Drainage Requirements. We appreciate the opportunity to be of service to you and looking forward to worldng with you in the future. If you have any questions concerning the above items, the procedures used, or if we can be of any further assistance please call on us at (253) 833 -7316. Respectfully Submitted, JASON ENGINING AND CONSULTING BUSINESS, INC. I Jason PO Box 181 Auburn WA. 98071 rage z Phone: 253 -833 -7316 8 N 00 Jason Geotechnical Engineering Date: 10-29 -2004 Engineering & Retaining Structures RL(tect: Holmes Residence Consulting Foundation Design File #: 04-MO Business, Inc. Pavement Design & Analysis ' SITE DESCRIPTION The area is entirely residential for several miles to the north, east and west. To the south is also residential however it is less populated. The lot area is approximately 9,683 SF. The new construction will be a wood framed single family residence of approximately 2,800 SF. The driveway will be 420 SF, totaling 3,220 SF. The total impervious surface is 33% of the total area. There are no steep slopes, landslide hazard areas, or wetland areas on or around the site. Currently the vegetation of the site consists entirely of blackberry bushes. There are a couple trees on the edge of the property line to the east. South west 360th Street borders the lot on the south and 13th Avenue SW borders the lot on the west. There are existing open ditch lines on the south and west, similar to all other houses in the area. The topography of the site is essentially flat. On average, the entire lot maintains a slope less than 2 %. No groundwater ' was noted during the time of the site visit. There is a city maintained sewer system rather than a septic system on site. The geology of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of Alderwood gravelly sandy loam (AgB). This soil is nearly level and undulating, and moderately well drained. There is a consolidated substratum of till at a depth of 30 to 40 inches. Water moves across the substratum in winter. These soils have a slowly permeable glacial till or glacial lake deposits at a depth of 40 inches and somewhat excessively drained, rolling•, deep sandy soils on uplands and terraces. Runoff is slow and the erosion hazard is slight. The horizon 0 to 6 inches in depth is usually dark brown. The soil horizon from 6 to 12 inches is dark brown, grayish brown and dark yellowish brown. The horizon 12 to 40 inches is consolidated and mostly grayish brown mottled with ' yellowish brown. Some layers in this horizon slake in water. Soils above the substratum are pervious when compacted. The surface layer is 2 to 3 inches thicker than the nearby soils to the south Areas are irregular in shape and slopes range from 0 to 6 percent. The seasonal high water table is about 2 to 3.5 feet. BEST MANAGEMENT PRACTICES There are four types of flow control BMP's for small sites: open space retention, dispersion, infiltration, and perforated tight line systems. Open space retention is used for larger scale projects that significantly increase impervious ' surfaces. Infiltration and perforated tight line methods are typically used for lots smaller than 22,000 square feet. Perforated pipe connection to the existing downstream drainage system (C.2.11) is the most appropriate method for this site. Full infiltration requires the use of a BMP that can "fully and reliably" infiltrate runoff into the ground. It is known that there is a consolidated substratum, slowly permeable, glacial till layer at about 40 inches below the surface which may cause water to perch during the wet season. This till layer consists of a silty sand with gravel. Full infiltration is likely to be impractical,, cost prolubitive as well as unreliable. According to the Soil Conservation Survey, the high water table is about 2 to 3.5 feet. Drywells require 6 feet or greater (C.2.2.3). Full infiltration requires cobbles, or coarse or medium sands but the on site soils contain silt and fine sands. Gravel filled trenches have greater potential than a drywell however they require a water table greater than 3 feet for full infiltration. Gravel trenches may be used for partial infiltration, in which the minimum length of trench would be 64.4 feet (C.2.3.2). The trench could be placed as one or be split in two trenches and placed on the east portion of the lot in order to fit on site. The gravel trench corresponds to partial infiltration requirements but conflicts with full infiltration requirements. Dispersion methods require a minimum of 50 feet for any vegetated flow path. The largest flow path that could be obtained is about 20 to 25 feet. Dispersion methods Ground surface depressions are viable when the water table is 2 to 3 feet below the surface. The requirement is 20 cubic feet of storm water per 1,000 feet of impervious surface (C.2.2.4) which equates to 64A cubic feet. There are open ditches on the south and west side of the lot. Both ditches are deeper than 6 inches and at least 1 foot wide. The total lineal footage of the ditches is 193 feet. Assuming a 6 inch deep ditch equates to 96.5 cubic feet, which is more than adequate and still conservative in estimation. There are no conflicting requirements with this method if the existing ditches may be labeled as ground surface depressions. PO Box 181 Auburn WA. 98071 ( Page 3 of 8 Phone: 253- 833 -7316 1 so 00 Jason Geotechnical Engineering Date: 10-29 -2004 ' Engineering & Retaining Structures erect: Holmes Residence Consulting Foundation Design File #: 04 -010 Business, Inc. Pavement Design & Analysis ' The perforated pipe connection to the existing downstream drainage system (ditches on the south and west side) is essentially the same system as referring to the existing ditches as ground surface depressions. Due to the consolidated substratum of the on site soils and the classification being silty sand with gravel, this system is the most appropriate ' for the site. There are no slopes, landslide or erosion hazard areas near or around the site. The lot is fairly flat averaging less than 2%, also the system will not create flooding or erosion impacts. The property sits on a division line between two basins. Per map 743-NW (SWM Atlas 95), all groundwater and runoff will drain toward the south east or ' the south west to WH07 or. WH15, respectively. There is a city maintained sewer system rather than a septic system on site. CONCLUSION ' Based on information provided by United States Geological Survey journals and maps, site visits and interpretation of on -site soils, it is our opinion, a perforated pipe connection to the existing downstream drainage system (ditches on the south and west side) is the most effective and efficient method for controlling and directing the additional runoff of ' the new construction (C.2.11). There are no.steep slopes, landslide hazard areas, or wetland areas on or around the site. PO Box 181 Auburn WA. 98071 Phone: 253 - 833 -7316 Page 4 of 8 Jason Engineering & ' Consulting Business, Inc. APPENDIX II: TEST DATA Geotechnical Engineering Date: 10-29 -2004 Retaining Structures Project: Holmes Residence Foundation Design File #: 04 -010 Pavement Design & Analysis Percolation Tests The tests were performed in accordance with the applicable EPA standards for a falling head percolation test. The depth of the percolation test ranged from 4 to 6 feet beneath the existing surface. The results obtained were as follows: Time seconds Test #1 Distance indes PercoWon Rate MNin Tyne seconds Test #2 Dbtance inches Pereoldon Rate nndn4n 0 39.00 0.0000 0 36.00 0.0000 50 44.00 0.0189 60 38.00 0.0263 90 47.00 0.0319 120 40.00 0.0500 120 49.50 0.0404 180 41.50 0.0723 180 52.50 0.0571 240 43.00 0.0930 240 55.00 0.0727 300 45.00 0.1111 300 56.50 0.0885 540 46.25 0.1946 540 60.00 0.1500 Average: 0.06 miWin 5 1.52 Average: 0.08 miWin 17.41 in/min 12.79 in/min 6 1.83 Average: 0.07 rrinlin 15.10 in/min The native soils were saturated prior to running the tests, but they drained rapidly and standing water in the pipe was rapidly infiltrated into the existing soils. The percolation rates shown above are considered accurate for the site. Test Pit (Twicall Boring ID: SP -1 Method of Sample: Hand Excavation Date of Excavation: 10 -22 -2004 Surface Elevation (ft): 404 Project Name: Holmes Residence Total depth (ft): 6 File #: 04 -010 Technician: JECB Depth(ft): Profile SPT (N) Moisture Percent passing Sample Description 3/4" #4 #200 (feet) (meters) USCS (blows /ft) % Type 1 0.30 2 0.61 Silty sand, medium dense 3 0.91 sM 4 1.22 5 1.52 6 1.83 GP-SM consolidated silty sand with gravel, very dense 7 2.13 8 2.44 9 2.74 10 3.05 PO Box 181 Auburn WA. 98071 I Page 6 of 8 Phone: 253 - 833 -7316 1 Jason L' Engineering & Consulting Business, Inc. SITE PHOTOS Geotechnical Engineering Date: 10-29 -2004 Retaining Structures Project: Holmes Residence Foundation Design File #: 04 -010 Pavement Design & Analysis 1: View looking east along north side of property line. 2: View looking north east. PO Box 181 Auburn WA. 98071 ' Phone: 253 -833 -7316 Page 8 of 8 8 e-0- � " = c� O 1 _li ii n9fe aml !`�es40I'' . Droj'r)4 . 'Plan i 0 i c S y, 2 l3 Art S'Q �0raj-t j /J9Wlne Conneefi'on -to cl r feh on South arJ LlkSf Side j ,roplerly, and to / .p' -tremh on f i c ri� f a54 Corner L,4 fi rea 9le P s$. Lmpervious Sur : 3,��g s8• � (93 %) 13 lfl tin O M '7/3 7 800 - /160 NO ADDRESS O4- 104140 -00 -SF SFR W PLUMB & MECH �� z- 13TH � _`'j HOLMES � 10111!04 IVY '3o.,,7- o y RECEIVED OCT 1 12004 CH Y OF FEDERAL WAY BUILDING DEPT. 40 0 I* a '9 /ycrfe fo be c %cu-e.� 1. -Asere are. no sec' -5 o n lot ICI It �CtrCe� 7137$00q(jO L of P recd = q&-9-3 sg, -P Impervious Sur -Paee i 3,0-29 :5t .p- pro pose] Douse = -'I i I y sg p �ro Poseai 6arac� = 506 St' b ?ropo 5edi T)r� ve Load = qJO 59- Pf .W ,off M ,� pie cfjre2r ,n Site 1''lctn /erasion Control Flan 33� 6 0 I* TI 1 � 6 i' lil 1 . ( 11 Of Pe kn i '� �ry✓tWa � i II � I I�.la.� 1 �CtrCe� 7137$00q(jO L of P recd = q&-9-3 sg, -P Impervious Sur -Paee i 3,0-29 :5t .p- pro pose] Douse = -'I i I y sg p �ro Poseai 6arac� = 506 St' b ?ropo 5edi T)r� ve Load = qJO 59- Pf .W ,off M ,� pie cfjre2r ,n Site 1''lctn /erasion Control Flan 33� 6 0 I*