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2005, 02-16 Permit App: 05000499 Residence Project Number: 05000499 Inv: I Application Date: 02/16/2005 Page 1 of 4 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: a . : n w Permit Use: NEW RESIDENCE W/ATTACHED GARAGE- Contact: LINDSEY CONSTRUCTION NATURAL GAS Address: PO BOX 30792 C-S-Z: SPOKANE,WA 99223 Setbacks:Front 15 Left: 57 Right: 15 Rear: 62 Phone: (509)568-1013 Group Name: Project Name: Site Information: .. . .4.42Nxf. ,E„wNES Plat Key: Name: WOODLAND TERRACE ADD District: Sout Parcel Number: 35233.1305 Block: Lot: SiteAddress: 4825 E 14TH AVE Owner:Name: LINDSEY CONSTRUCTION Address: PO BOX 30792 Location::CSV SPOKANE,WA 99223 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 12,900 Sq Ft Width: 100 Depth: 129 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: w .�°, :. ��,u. ���W. � r ,... �.�. . . _ ...�_ 4 .mom Review Site Plan ReviewReleased By: �i s 1 Plan Review Released By: (Oki � / Approach/Drainage Released By: Flood plain - t Relgased.By: ti� & L t 1 .' ( L i. Sewer Review { `' ` Released By; .' / , >. ® ! Operator: K_C Printed By: K_C Print Date: 02/16/2005 Project Number: 05000499 Inv: 1 Application Date: 02/16/2005 Page 2 of 4 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Approach Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount APPROACH INSPECTION 1 NUMBER OF $25.00 CONST IN ROW-APPROACH 1 NUMBER OF $25.00 Permit Total Fees: $50.00 Building Permit Contractor: LINDSEY CONSTRUCTION INC Firm: LINDSEY CONSTRUCTION INC Address: PO BOX 30792 Phone: (509)879-3420 SPOKANE,WA 99223 Building Characteristics Group: R-3 Type: VB Total Area 1984 Building Height 24 Stories 2 Dwelling Units 1 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 2ND FLOOR R-3 VB 444 $33,157.92 444 $33,157.92 BASEMENT U R-3 VB 770 $11,550.00 770 $11,550.00 DECK R-3 VB 48 $720.00 48 $720.00 GARAGE U-1 VB 400 $7,600.00 400 $7,600.00 RESIDENCE R-3 VB 770 $57,503.60 770 $57,503.60 Totals: 2,432 $110,531.52 2,432 $110,531.52 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,055.35 STATE SURCHARGE 1 SELECT $4.50 RESIDENTIAL PLAN REVIEW 1 SELECT $422.14 Permit Total Fees: $1,481.99 Flood Plain Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount FLOOD PLAIN PERMIT 1 NUMBER OF $50.00 Permit Total Fees: $50.00 Operator: K_C Printed By: K_C Print Date: 02/16/2005 Project Number: 05000499 Inv: 1 Application Date: 02/16/2005 Page 3 of 4 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Mechanical Permit Contractor: ROCK CREEK HTG AIR& Firm: ROCK CREEK HTG AIR&REFRI Address: PO BOX 1032 Phone: (509)230-7389 RATHDRUM ID 83858 Item Description Units Unit Desc Fee Amount GAS WATER HEATER 1 NUMBER OF $10.00 GAS APPLIANCE<=100,000BTU 2 NUMBER OF $24.00 GAS PIPING 2 #OF UNITS $2.00 VENTILATING FANS 3 NUMBER OF $30.00 CLOTHES DRYER 1 NUMBER OF $10.00 HOOD-TYPE II 1 NUMBER OF $10.00 Permit Total Fees: $86.00 Plumbing Permit Contractor: END PLUMBING INC Firm: END PLUMBING INC Address: 12503 E 4TH Phone: (509)981-4407 SPOKANE WA 99216 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 3 NUMBER OF $18.00 SINKS 3 NUMBER OF $18.00 SHOWERS 1 NUMBER OF $6.00 TUBS 1 NUMBER OF $6.00 DISH WASHERS 1 NUMBER OF $6.00 GARBAGE DISPOSAL 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 FLOOR DRAINS 1 NUMBER OF $6.00 WATER USING DEVICES 3 NUMBER OF $18.00 Permit Total Fees: $90.00 Operator: K_C Printed By: K_C Print Date: 02/16/2005 • Project Number: 05000499 Inv: 1Application Date: 02/16/2005 Page 4 of 4 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Lots on the north side of 14th in the 4800 and 4900 block have fill. Soils investigation/foundation engineering done by Strata(see plat file)requires: (1)footings=min.24 inches wide(2)foundations no closer than 12 ft from north edge of fill Lots on the north side of 14th in the 4800 and 4900 block have fill. Soils investigation/foundation engineering done by Strata(see plat file)requires: (1)footings=min. 24 inches wide(2)foundations no closer than 12 ft from north edge of fill CONTROL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Approach $50.00 $50.00 $0.00 $50.00 Building Permit $1,481.99 $1,481.99 $0.00 $1,481.99 Flood Plain $50.00 $50.00 $0.00 $50.00 Mechanical Permit $86.00 $86.00 $0.00 $86.00 Plumbing Permit $90.00 $90.00 $0.00 $90.00 $1,757.99 $1,757.99 $0.00 $1,757.99 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: K_C Printed By: K_C Print Date: 02/16/2005 Ma Vis. BUILDING PERMIT APPLICATION WORKSHEET SC111 (k "'" City of Spokane Valley Community Development Department kane Building Division 11707 E. Sprague Avenue, Suite 106 400Valle `j Spokane Valley, WA 99206 �J Phone: (509) 688-0036; Fax: (509) 688-0037 REQUIRED SITE INFORMATION Street Address: 4.1,9,r--3 g. \t---vD E c E Q U Assessor's Tax Parcel Number(s): ib5/df f I'�1 D L,..:A..,., t i.f.'. Legal Description: PERMIT DESCRIPTION: M [ILfIN Building Permit n Change in Use ❑ Grading [� Manufactured Home Relocation n Tenant Improvement ❑ Fire Safety ❑ Other OWNER/APPLIC,. NT INFORMATION ,00 n Owner: L j, �. O �� "� Applicant: �(� _A �, Phone: /O F Fax: -`-- 1O ? Phone: Fax: Address: k�.p. ' aneta Address: -:.10DKCi .�Q WA ciah93 City\ State Zip Code City n . State Zip Code n Contractor: I^ it_ ❑ Architect: Phone: Fax: Phone: Fax: Address: Address: City State Zip Code City State Zip Code WA State Contractor License #: Contact: PERMIT/BUILDING INFORMATION HEIGHT TO PEAK: DIMENSIONSS:x ��.� #OF STORIES: MAINOR TO SQ. FTG: 2"" FLOOR SQ. FTG:, i, UNFIN BAlti 5SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: 400 DECK/COV.,PATIQ SQ. FTG: OCCUPANCY GROUP: CONSTRUCTION TYPE: HEAT SOURCE:C , #OF BEDROOMS:3 TOTAL HABITABLESPE: IMPERVIOUS SUR ACE AREA: COST OF PROJECT: 30% SLOPES ON PROPERTY: SEWER 014 MITIE SYSTEM? e j{. MANUFACTURED HOME 1 Width: Length: Year: Pit Set: Manufacturer: RELOCATION Previous Address: Proposed Use: FIRE SAFETY Fire Sprinkler: # of Heads: Fire Alarm: Paint Booth: Tent: Fireworks Display: Blasting: Date/Time: Valuation: Above/Underground Storage Tank Size: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Phone: Fax: Address: City State Zip Inspector: Phone: Fax: Address: City State Zip SPECIAL INSPECTIONS E BOLTING 11 CONCRETE ❑ REINFORCEMENT ❑ WELDING Firm Name: Phone: Fax: Inspector(s): DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. Ownership of resulting development rights granted by any issued permit inure to the property owner. Print Name Signature Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: MECHANICAL PERMIT APPLICATION Community Development DepartmentsoBuildingDivision C Phone: (509) 688-0036; FAX: (509) 688-0037 11707 E. Sprague Avenue, Suite 106 diValleY For Inspections, Call (509) 688-0054 Spokane Valley, WA 99206 Project Address: L'Viav3 k \Lam\ Permit Use: Owner: o r, Phone (Daytime Contact): 4 o F< -1 01�-D Mailing Address: . V)(' -j-I, »l 9-'I -c-- City State Zip Code Contractor: �Ol.Com_ License#: Phone#: Mailing Address: City State Zip Code DESCRIPTION OF WORK #OF UNITS X COST , = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 0 X $12.00 = 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 = 3 UNLISTED APPLIANCE(Additional Fee) Equal to or less than 400,000 X $50.00 = 4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 = 5 USED APPLIANCE(WSEC min.AFUE rating) Equal to or less than 400,000 X $50.00 = 6 USED APPLIANCE(WSEC min.AFUE rating) More than 400,000 X $100.00 = 7 BOILER/REFRIGERATION 1-100M BTU X $12.00 = 8 BOILER/REFRIGERATION 101 -500M BTU X $20.00 = 9 BOILER/REFRIGERATION 501-1,000M BTU , X $25.00 = 10 BOILER/REFRIGERATION 1,001 -1,750M BTU X $35.00 = ' 11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 = 12 GAS LOG,GAS INSERT,GAS FIREPLACE X $10.00 = 13 RANGE X $10.00 = , 14 DRYER X $10.00 , = 15 FUEL BURNING WATER HEATER 1 X $10.00 = 16 MISC. FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING(each outlet) X $1.00 18 DUCT SYSTEMS , , X $10.00 = 19 VENTILATING FANS .3 X $10.00 = 20 AIR HANDLER(DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 = 21 AIR HANDLER(DOES NOT include ducting) Greater than 10,000 CFM X $15.00 = 22 EVAPORATIVE COOLERS X $10.00 = 23 TYPE 1 HOOD X $50.00 = , 24 TYPE II HOOD X $10.00 = 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 = 26 AIR CONDITIONER 3-15 TON X $20.00 = 27 AIR CONDITIONER 15-30 TON X $25.00 = 28 AIR CONDITIONER 30-50 TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $60.00 = 30 LPG STORAGE TANK X $10.00 = 31 WOOD OR PELLET STOVE/INSERT X $10.00 = 32 WOOD STOVE-FREE STANDING X $25.00 = 33 REPAIR&ADDITIONS X $15.00 = 34 VENTILATION SYSTEMS X $12.00 = 35 VENTILATION MECHANICAL EXHAUST X $12.00 36 INCINERATOR-RESIDENCE X $19.00 = 37 INCINERATOR-COMMERCIAL X $22.00 = METHOD OF PAYMENT: SUBTOTAL ❑CASH 0 CHECK 0 VISA 0 MC DATE PROCESSING FEE $35.00 CARD#: EXPIRES: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: 1 PLUMBING PERMIT APPLICATION Community Development Department w-ii . nie\b„ Building Division Phone: (509) 688-0036; FAX: (509) 688-0037 11707 E. Sprague Avenue, Suite 106' diValley For Inspections, Call (509) 688-0054 Spokane Valley, WA 99206 Project Address: Permit Use: Owner: Phone (Daytime Contact): Mailing Address: City State Zip Code Contractor: License#: Phone#: Mailing Address: City State Zip Code DESCRIPTION OF WORK N OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET,BIDETS X $6.00 = 2 URINALS X $6.00 = 3 TUBS 1 `X , $6.00 = 4 SHOWERS(PER TRAP) BATH,STALL,ONSITE BUILT I , X , $6.00 = LAYS/BASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, X $6.00 = X-RAY,FOOD,PREP/CULINARY MEAT ` 6 DISHWASHER 1 X $6.00 = 7 CLOTHES WASHER I X $6.00 = 8 GARBAGE DISPOSAL X $6.00 , = 9 WATER SOFTENER X $6.00 = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL X $6.00 = 11 FLOOR DRAINS AREA,CASE,COIL,TRENCH,CONDENSATE 1 X $6.00 = ROOF DRAINS/OVERFLOW 12 DRAINS X $6.00 = 13 FOUNTAINS,DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR, 14 VENT,PLUMBING,REVERSAL REVERSALS X $6.00 = 15 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6.00 = ICE AN/OR COFFEE MAKER,HOSE BIB, 16 WATER USING DEVICE STEAMER X $6.00 = PROOFER,CARBONATOR,SWAMP COOLER VACUUM BREAKER,CHECK VALVE, 17 CROSS CONNECTION DEVICE AND R.P.B.P.D.FOR: VATS,TANKS,BOILERS X $6.00 = GREASE TRAP,SAND TRAP, 18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 = 19 MEDICAL GAS(per outlet) NITROUS,OXYGEN X $6.00 = MISCELLANEOUS PLUMBING 20 FIXTURE X $6.00 = 21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 = INDUSTRIAL WASTE 22 INTERCEPTOR X_ $15.00 = SUBTOTAL METHOD OF PAYMENT: PROCESSING FEE ❑ CASH 0 CHECK 0 VISA 0 MASTERCARD $35.00 DATE: EXPIRES: TOTAL PERMIT FEE DUE: BANKCARD NUMBER: AUTHORIZED SIGNATURE: CONSTR][4.10,,,ND"'1.0is EY CTION PO Box 30792 Spokane,WA 99223 March 17, 2005 D Mr. Torn Scholtens Building Official D City of Spokane Valley D Q [n] 11707 E. Sprague Avenue Spokane Valley, WA 99206 RE: Building Permit 4825 East 14th Ave Dear Tom We are going to build the house at this address on a crawl space rather than originally submitted. Sincerely I • Greg Stirnsoy EL F4/ • Pius perrsaits l a d( ,,,,,,in, s a,l°� EIIa II =- wl IN s a fn s.� tart i ots it r w ab krlyw �� ��, a^u - fid .. ... ,fig,, ,,,,,, _ 1". �-lit S J I''�a'% ..:3f,-,It,,,...,- zEC lk W r 6 Q; � d 11a 1' I �( "" 1� �'rr:jects p Display Layers " A_I,l•i4q _W.. ta ' a` 91VIda tib ' CSI !-� south 6o'u5"tte a 87259 1 �,o r . `= Show 'Shorn Label ' d , r 'art~els:�S e}r1#4' Bate Layers Layer ._Lab®Is 'T pe d r y,,, iS � ( t i n `Airport Conical 30K1r r'INTC30K J a'i : a 4 o-IoIG 916 i 49 Passel Contours r l EL_TEX7 35233.1305 .._ .w.;ys I� County .Boundary r r ,,;� � ,..,:,,,,,,,114,1„,11,11:,..,,,,, ` csv "r si ILakes a•nd Streams; r HYDRONAME �I ill Municipal Boundan.� r MUNINAME , • " twrlersj Parcels !r r STREETNUMJ b Road Centerlinesr r?ROADNAME •'-e''"'pH, 2 4110;50,55 v W,, Overlay Layers , Se Com rehensive Pla'r CATEGORY m DNR Water .Types r r WATER TYP� .wrf, Ste; Fire Districts r r FIREDIST 3 Flood Zones r `FLOODZONE� i Inspector Districts r ,INSPDIST �I Phased Zoning7-777= r I PH2CLASS . ' School Districts r a SCHODLDIS1J a Water Dratncts r r WATERDIST as", c ._ :YYc,'i:. -:� «. _....,... s 4718 ,, ‘,„ kite '. x ... re%� _may 4. ,' :g. etre f _n , r � , 49ua 9884s 91 4 4925 1320 f'.. ;.r.+• �,;; ..: • ... ::. ,.,• w_.. . ._ _. S" ^ _6 -- 99999 4809 ..- d a x !� 1402 91 ,.. 'L N. • •• 1408 S, �" �: E r 4906 4920 4928 _ 9 > �v _ * Contours . i� j 1416 . z-ice a z -,-t R- . . .: T .�.n'..a _ 'i�3.W'. s.o .:�Gx .. ,._ ash bu . .r,e reshe6 tl a ,..; .irk '` ,-, >.a, r m r m ..i Wednesday,Feb 16,2005 01:13 PM This site plan is being submitted for the purpose of obtaining a building permit and is a true and correct representation of the proposal. All known property lines/dimensions,curb lines,structures and easements have been identified. Also indicated are wetlands, bodies of water, steep slopes or other critical areas. ��/29 Signed: F` , , , / Date: 1} -��tiL ` 2v, ,;-'-fly''-e75- - - SCS el ..#7 6\ .•1.Z t -') G--4-2:1 «'I -1 -., -,..... <PG2-,C) . N 4=. R \ 1 -Q 04 • VS G\ ^ ��/Sr/ l 44,.' n N n% SC \ <D p, ._ ___j_,_______),____,, j 3 2 O --)' - �` C) Can iC I till --.....,„: VI m ►NN Iz (110 m i2 4 4-0 330 CKi2oN �� s r j -� v • Custom Report Page 1 of 2 f , " Full Report MASTER Parcel ID 35233.1305 Address 0 City SPOKANE State WA Zip Zip4 Owner SOUTH TERRACE SPOKANE LLC Owner Display SOUTH TERRACE SPOKANE LLC Mail Address 12810 E NORA AVE UNIT 3 Mall City Mail State WA Mail Zip 99216 Mail Zip4 1179 Sale Date 10/29/2002 Unformatted Parcel ID 352331305 County SPOKANE LOCATION AND OWNERSHIP Prop Address Parcel ID 35233.1305 City SPOKANE State WA Zip Zip4 Crrt Prop Class RESIDENTIAL LAND-UNDIVI Tax Dist SPOKANE VALL School Dist Owner SOUTH TERRACE SPOKANE LLC Census Tract Tract Bik Grp Mail Address 12810 E NORA AVE UNIT 3 Section 23 Mall City Mail State WA Mail Zip 99216 Mail Zip4 1179 Mall Crrt C039 Township 25 Range 43 Mortgage Quadrant SW Legal WOODLAND TERRACE ADD LTS 11 AND 12 BLK 13 TAXES&ASSESSMENTS Value as of 2004-02-20 Land Value Improv Value Market Value Value Exemption Taxable Value $24,000.00 $0.00 $24,000.00 $0.00 $24,000.00 Exempt Code Mkt Land Value Mkt Impr Value $24,000.00 $0.00 Tax Year 2004 Gross Year Subtotal Assessment Net Year Tax Rate Taxes Owing $378.00 $378.00 $22.70 $400.70 0.015749554 $400.70 SALE INFORMATION Sale Date Sale Price Sale Book Page Excise Number Deed Type Transfer Code Vacant Impry 10/29/2002 $0.00 0 0 200308034 STATUTORY WARRANTY D LAND CHARACTERISTICS Front•ge Depth Acres Total SQ FT 0 0.298 13000 'BUILDING SECTIONS I RESIDENTIAL CHARACTERISTICS House Type Qu Grade Year Built Condition Bedrooms Heat Fuel Full Bath Roof Material Half Bath Interior Wall Air Condition Heating Attic Roof Type Basement 0 Flooring First Floor Area Fireplaces 0 Found Wall Footing Roof Frame Prop Acces Kitch Sink Water Heat Foundation 'COMMERCIAL CHARACTERISTICS I 'OTHER IMPROVEMENTS I Custom Report Page 2 of 2 000,Nom.., sokane Vá11ey 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall®spokanevalley.org Memorandum To: 4825 E 14th Ave. File From: Tom Scholtens, Spokane Valley Building Official CC: Date: 3/11/2005 3:47 PM Re: construction in a floodplain/conversation with applicant I spoke with Greg Lindsey about 3 p.m. today. I had returned from a site visit to verify that the proposed two story dwelling with attached garage could be built on that site. Although the first floor level would meet the requirements of SV Floodplain Regs, having a basement will clearly violate the regulations. I informed Mr. Lindsey of this problem and he said he would be in touch on Monday or Tuesday 14 or 15 March. FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31,2005 ELEVATION CERTIFICATE Important Read the instructions on pages 1-7. SECTION A-PROPERTY OWNER INFORMATION For Ire Company Use BUILDING OWNER'S NAME Poky Number r'r no's y Hc.)04 F S BUILDING STREET ADDRESS(Including Apt,Unit,Suite,andlor Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number 4825E 14t Ave CITY STATE ZIP CODE Spokane Valley WA 99212 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Desaiption,etc.) BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) Resudential LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑GPS(Type): ( Itif-##'-##.#1X' or ##./1014g) ❑NAD 1927 ®NAD 1983 ®USGS Quad Map ❑Other: N 47-38'-40" W 117-20'-18" SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION E11.NFP COMNUNfTY NAME&COMMUNITY NUMBER BZ COUNTY NAME B3.STATE 22k 781.77-0-5/00 k`1 $. `3y okaieCounty WA B4.MAP AND PANEL ! B7.FIRM PANEL B9.BASE FLOOD ELEVATION(S) NUMBER B5.SUFFIX B6.FIRM INDEX DATE EFFECTIVE/REVISED DATE B8.FLOOD ZONE(S) (Zone AO,use depth of flooding) 0300 C 5/17/1988 9/30/1992 A 1993.5 310.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. ❑FIS Profie ❑FIRM ❑Community Determined ®Other(Desabe):See Note#1 B11.Indicate the elevation datum used for the BFE in 89:❑NGVD 1929 ❑NAVD 1988 ❑Other(Descrbe): B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl.Budding elevations are based on:®Construction Drawings* 9 Buidig Under Construction* ❑Finished Construction *A new Elevation Certificab wa be required when construction of the budding is complete. C2.Building Diagram Number 2(Select the budding diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations—Zones A1-A30,AE,AR,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO Complete Items C3.-a-i below according to Ude building diagram specified in Item C2.State the datum used.If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum NGVD 29 Conversion/Comments Elevation reference mark used 2002.5FH Does the elevation reference mark used appear on the FIRM? ❑Yes ®No ► a)Top of bottom floor(including basement or enclosure) 1994. 5 ft(m) m 10- D L. ♦ , G b)Top of next higher floor NA._ft(m) of w ► c)Bottom of lowest horizontal structural member(V zones only) NA. it(m) w o P ► d)Attached garage(tap of slab) 2000. 3 ft(m) j , .- ► e)is estelevation of machinery ad/orequipmentu' " _ a m �i servicing the buiding(Descrt a in a Comments area) ._ft(m) 5994 . % sk � tsiti OP. f)Lowest adjacent(finished)grade(LAG) Unkn. ft(m) 4.Vq t tp ► g)Highest adjacent(finished)grade(HAG) 2000.0 ft(m) 4r/ �� 10- h)No.of permanent openings(flood vents)within 1 ft above adjacent grade Unkn "'' '. ". •� "+ ► )Total area of all permanent openings(flood vents)in C3.h Unkn sq.in.(sq.an) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,B,and Con this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. CERTIFIER'S NAME Edward L.Davis,P.LS. LICENSE NUMBER WA 35994 11TLEProfessional Land Surveyor COMPANY NAME Siorhaug Engineerig,Inc ADDRESS CITY STATE ZIP CODE 510E Third Ave Spoknae WA 99202 SIGNATU //01.4, DATE TELEPHONE 03/142005 509-242-1000 FEMA Form 81-31,January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS(Including Apt,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Policy Number 4825 E 141h Ave CITY STATE ZIP CODE Corrpany NAIC Number Spokane Valley WA 99212 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)buIdig owner. COMMENTS NOTE 1: -BFE was determined per City of Spokane Valley Building Officials,as Native Ground plus one foot(1'), 1993.5NGVD29. Required lowest FF Elevation is to be 1994.5 NGVD 1929 City of Spokane BM at 14t&Chronicle-Elevation 2002.50 NGVD 1929 ®Check here if altaatrnenls SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El.Building Diagram Number_(Seled the budding diagram most similar to the building for which this certificate is being completed–see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(induding basement or endosure)of the building is _ft.(m)_in.(cm)❑above or ❑below(check one)the highest adjacent grade. (Use natural grade,if available). E3.For Building Diagrams 6-8 with openings(see page 7),the next higherflooror elevated floor(elevation b)of the building is _ft.(m)_in.(an)above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4.The top of the platform of machinery and/or equipment servicing the building is _ft.(m)_in.(cm)❑above or ❑below(check one)the highest adjacent grade. (Use natural grade,if available). E5.For Zone AO only If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑No ❑Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,C(Items C3.h and C3.i only),and E fur Zone A(without a FEMA-issued or community- issued BFE)or Zone AO must sign here. The statements in Sections A,8,C,and E are correct to the best of my knowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. G1.❑The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑A community official completed Section E fora building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑The following information(Items G4-G9)is provided for community floodplain management purposes. G4.PERMIT NUMBER 05. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COt'PLIANCEIOCCUPANCY ISSUED G7.This permit has been issued for.❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the budding is: —_ft.(m) Datum: G9.BFE or(in Zone AO)depth of flooding at the building site is: __ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑Check here if attachments FEMA Form 81-31,January 2003 Replaces all previous editions i(049"4-044,1 4;,;P.ee'iZe-- �- - _~ �� - `, - .__._, ! ( / ! \ ~ � :,\ ( _ HI"y c...., I ' . , 1 _ ~� _-� ` . ` - �-' ��p�~��--- / ' - / Q \ '| �{ ( ,634,-m•60 l ^ \ mitts `- , ,,.7 ^` _y �_ `,�� �� , ,--_` ~.-__- -~� __-_~~_`` .-__-__ �_ ,. ' "~ I ``, `` .„, `` . � � 0 0 c0 N c 0 0 N T y 3 L � col 0 0 0 0 0 U CJ L15 0 C. 7 u N 5 crs CJ ▪ -15U • es 3 c U s s o ,. • r s�i y, J CrLvVY 3369 r{ 1 x 2003.45 x&am BOTTOM 4 S W a3 rft 0 3371 x 2001.02 FLOW 3378 2.007.49 x 2002.52 375 s"' FLOW 2007.86 ,s1._,' x 914264 BOTTOM d 3374 2005.61 BOTTOM 140 d r 18.91. 1.1 -i £ , r.NfoG7 {r 7,' Zcro 8.4o zo©9 . o.- 67924) 5224 5223 LINE FIIEUIA 6r UNE PRBAI PEK.RD Zo1lo.S� 2c01(�-�5 1 1.95 Lz_a - 4.3 BOTTOM O • 3379 x 2004.03 • FLOW 3382 x 2011.16 BOTTOM 78 x x 62005.52 3311 2008.25 BOTTOM 40 2oI0.z4 2.0 oq. 1 j x 262 /992.. /,o F` 0 tfir,- I(an3 L ) 1401)B $ ' WrVS)2.c\ t4 �, . Nom%: 13:13 . . f//f7767:,5 5441 r49 . . 1 3 ) ...-- , ..... , • ; .., ..,..--- , ,--- . iy--- ' ',. k---ily,':.s-iciozi,- te 71- 2he,(f4 ,------ 111 _ . I . 1 \ . ) , . , \ , . , . . . . , Y .., t i I - I / 1 , , x / t ! . . 1 . /71 1 i . ,,,,, /Net .,. .7 „d / .. , . i 1 .._ -1t 6. ---,:. \ , , . ./ I /Pixel. .7\. 4L+•,,,•••••..., +1, .....01, .1 /• I i — ... . / ...- I .1""h11 'I, .* 7 ....N.,,,,,......, I ( . ----,._ 1 i . . ,/,,,t,./4 01 Questions concerning the VERTCON process may be mailed to NGS Latitude: 47 . 6444333 Longitude: 117 .338430556 et NGVD 29 height: Datum shift (mmm 88 minus NGVD 29) : 1 . 160 meter /77 2_40'�713" http://www,ngs.noaa.go v/c gi-bin/V F R Tor,,,T, s ,,,, CITY OF SPOKANE VALLEY (For Staff Use Only) tiokane Community Development Department . Valley Current Planning Division DATE SUBMITTED: RECEIVED BY: 11707 East Sprague Avenue, Suite 106 FILE NO./NAME: Spokane Valley, WA 99206 Tel: (509) 921-1000 Fax: (509) 921-1008 planning@spokanevalley.org CURRENT PLANNING FEE: ENGINEERING FEE: FLOODPLAIN DEVELOPMENT APPLICATION PART I — APPLICATION INFORMATION APPLICANT II FOR ATION: APPLICANT: --.j 5 L.t)Ai ` 'T a d c 'a Ai MAILING ADDRESS: 76 o k 3a -7 9 7 CITY: /7l}/C/'c)% el- / [� STATE: V&/ • ZIP: 7747.ol PHONE: (HOME/WORK) 7 O40/3 (FAX) 7/J •"/c/, . (CELL) eF7 ' -_7 x2c) Please Crcle I NOTE: IF APPLICANT IS NOT THE OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FROM THE LEGAL OWNER BELOW: I OWNER INFORMATION: LEGAL OWNER: '' I. �, L. . �. MAILING ADDRESS: ( !Z? ki AIr") d '`` Z, L V CITY: 574: 14 A/c A�J�.j STATE: IA/ A ZIP: JJ Z76 PHONE: (HOME/WORK) --'7'2--3. -4 ee FAX) qi7-r,/r (CELL) Please Circle PART II — SUBMITTAL REQUIREMENTS All Floodplain Permit Applications shall contain the following required information. If required and not submitted, the application will be returned to the applicant as incomplete: ❑ Five (5) to-scale (minimum scale is 1 inch = 20 feet) site plans showing the nature, location, dimensions and elevation of the property and identifying the portion of the property located within the designated floodplain, existing or proposed structures, location of proposed fill, location of storage of materials, and the location of drainage facilities. ❑ Proposed elevation in relation to mean sea level of the lowest floor including basement of all structures Proposed elevation in relation to mean sea level for any structure that has been flood-proofed. O For non-residential construction only, certification by a registered professional engineer or architect that flood-proofing methods for any non-residential structures meet the flood-proofing criteria of Section 5.06.08.2 of the City's Floodplain Ordinance. ❑ Written description if applicable describing the extent to which a watercourse will be altered or relocated as a result of the proposed development. - 5ro4 4.44-iA 6 0.16 o-,, 14/1-ry L N141 S 034lr(0 G R-3O(Ai L 44th, pQ1- (J & .) frati G!-) 6744 L., 1`)A-ft wHeCH IC Cqj 1f-any 6gt-q, Lcate-,..i 6Y C (f' Y of- fit) fpD Ktaa{ v 14-t c 4 4i. Version 1: 05/04 1 PART III — PROJECT INFORMATION PARCEL NUMBER(S) OF SITE: 2 5� 130C-- ' STREET ADDRESS OF SITE (if any): `/)1 Z5- /y t- SIZE OF SUBJECT PROPERTY (square feet): 13)0o EXISTING ZONE CLASSIFICATION(S): 7. LIST PREVIOUS LAND USE ACTIONS INVOLVING THIS PROPERTY: NO ik. Areas of Special Concern: Pursuant to Section 5.06.13 of the Spokane Valley Floodplain Ordinance, the following areas shall not be covered by impervious surfaces or fill unless an engineering study prepared by a professional engineering licensed in the State of Washington is completed that shows no impact to the ability of the floodplain to infiltrate, store and release floodwaters. Please check the box if your property is located in one of these areas: ❑ Chester Creek (downstream of Mohawk Road) ❑ Saltese Creek (all areas of ponding and infiltration) ❑ Forker (south of the intersection of Forker Road and Progress Road) ❑ Central Park (west of Park Road) Glenrose (west of Carnahan Road and south of 8th Avenue) DESCRIPTION OF WORK: 1. ProKposed Development Descriptions (check boxes that apply): New Construction ❑ Alteration & Repair ❑ Stream Alteration Manufactured/Modular Housing D Road, Culvert, Utilities ❑ Other - Describe: 2. Types of Construction (check boxes that apply): New or Existing Residential: i4A-A. f_ square feet Addition: square feet ❑ Accessory Structure: square feet ❑ Renovation: ❑ Interior ❑ Exterior ❑ Temporary ❑ New Non-Residential ❑ Repair ❑ Utility Installation ❑ Other - Describe: For Alterations, Additions or Improvements to an Existing Structure: If the cost of the proposed construction equals or exceeds 50 percent of the market value substantial improvement requirements shall apply. Please answer the following questions: a. What is the estimated market value of the existing structure?: $ b. What is the estimated cost of the proposed construction?:$ Version l: 05/04 2 3. Filling & Grading (check boxes that apply): ❑ Filling ❑ Grading ❑ Cubic Yards to be Removed: cubic yards -0 Cubic Yards to be Placed: L (SS f 114aJ 2-00 cubic yards ASSOCIATED APPLICATIONS: This permit is being applied for in conjunction with one or more of the following (check boxes): 14 Residential/Commercial Building Permit ❑ Grading Permit ❑ Land Division Application ❑ Critical Areas Permit ❑ Shoreline Substantial Development Permit ❑ Other - Describe: PART IV - LEGAL OWNER SIGNATURE (Signature of legal owner or representative as authorized by legal owner) I, 14}(11/4" /I 4-1-J , (print name) SWEAR OR AFFIRM THAT THE ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR OR AFFIRM THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE ABOVE IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. It is hereby agreed that the City of Spokane Valley, its boards, officers, employees and agents shall be saved, indemnified and held harmless from all liabilities imposed by law by reason of injury to or death of any person(s) or damage to any property, including without limitation, liability for trespass, nuisuance or inverse condemnation, which may arise out of the work covered by this permit, and does agree to defend the City, its officers, employees and agents against any claim or action asserting such liability. Accepting this permit or starting any work hereunder shall constitute acceptance and agreement to all conditions and requirements of this permit and the ordinance and specifications authorizing issuance of such permit. C - -- /u ez� (Signatur ) .........) ( ate) kI.'-wt'3 ' ' 5 C ` NOTARY (For Part IV above) STATE OF WASHINGTON ) ss: COUNTY OF SPOKANE ) SUBSCRIBED AND SWORN to before me this /'I`) day of 4,-fe,// , 2006� NOTARY SEAL �y�� -/ ``` %lINWI,S44 � -CW-ez.Qp�� ���/I/ ,•••�t; ii���� NOTARY SIGNATURE 04$!!: ,•''•• �' �'y� Notary Public in an for the State of Washington J ��'�, _ IOW �' s Residing at: POO rMy appointment expires: 3 477 Versiof OF 1:1111 . 3 4+nn n 1110100 PART V — CONDITIONS OF APPROVAL FOR INTERNAL USE ONLY - TO BE COMPLETED BY THE CITY OF SPOKANE VALLEY Community Number: 530-342 Panel Number: adv s32 /? if Flood Zone: 4 Flood Zone Depth No.: G41 1) Base Flood Elevation at Site: /124 Required Top of the Bottom Floor Elevation: } 4- ce_M2'tt-( //pi-0V( ? Required Top of the Next Higher Floor Elevation: If the structure is to be floodproofed, the required floodproofing elevation is: 1 � Elevation to which all attendant utilities including 2vAl, heating, ductwork, plumbing ventilation, electrical a/ r 6 equipment and other service facilities will be installed or waterproofed: Elevation Certificate Required: Yes ❑ No Conditions of Approval: In addition to those listed above and below, please refer to attached conditions of approval if applicable. 1. Required Elevation of the "top of the next higher floor" shall be (AE) feet M.S.L. 2. Required Elevation of the "top of the next higher floor" shall be (AO) feet M.S.L 3. Required elevation of flood resistant materials, utilities, etc. or floodproofing construction for non- resdiential structures (the flood protected elevation) shall be feet M.S.L. 4. A "Building Under Construction" elevation certificate U shall - shall not be completed and submitted to the City for review and approval prior to any vertical construction. A "Finished Construction" elevation certificate ❑ shall &shall not be completed and submitted to the City for review and approval prior to human occupancy or final inspection of on-site building(s), whichever comes first. NO HUMAN OCCUPANCY OR FINAL INSPECTION SHALL BE GRANTED PRIOR TO THE SUBMITTAL AND APPROVAL OF THE "FINISHED CONSTRUCTION" CERTIFICATION. Version 1: 05/04 4 PART VI — DEPARTMENT SIGN-OFF &APPROVAL The following City Departments have reviewed and approved the floodplain permit application and have determined that conformance to applicable conditions of approval have occurred as required through the issuance of the permit: —' . • • .ne 'a ey u. icr:"o • i - . . - t: All applicable technical engineering requirements of the City's Floodplain Ordinance have bee met or will be met through the application of conditions of approval: -ii - Date , S-nior Deve .amu.op City of Spokane Valley Community Development Department: As the Floodplain Administrator for the City of Spokane Valley, I certify the following has been reviewed and approved by me: The "Building Under Construction" elevation certificate has been reviewed and approved: ❑ Structure elevated BFE + 1 foot la Structure built with waterproofed materials to the flood protected elevation or more 'CP-z"7 CPW-tt— Marina Sukup, AICP, Community Development Director Date The "Finished Construction" elevation certificate has been , 20 . It has been reviewed ❑ returned for more information on , 20 ; ❑approved on 20 ; Marina Sukup, AICP, Community Development Director Date PLEASE NOTE: THIS PERMIT SHALL EXPIRE WITH THE ISSUED BUILDING PERMIT OR IF THERE IS NO BUILDING PERMIT WITHIN TWELVE MONTHS OF THE DATE OF ISSUANCE IF ACTIONS AUTHORIZED UNDER THE PERMIT ARE NOT SUBSTANTIALLY IN-PROGRESS. EXTENSIONS OF APPROVAL MAY BE SOUGHT IF SUBSTANTIAL PROGESS HAS TAKEN PLACE. Version 1: 05/04 5 •� S T R a T a GEOTECHNICAL ENGINEERING &MATERIALS TESTING ••• 10020 East Knox Avenue. Suite 200.Spokane,WA 99206-4748 509 891-1904 / Fax 509 891-2012 November 19, 2002 MDSSHU S02180A Mr. Mike Shuler MDS Shuler, Inc. 5813 E. 4th Avenue, Suite 102 Spokane, Washington 99212 RE: LETTER Limited Geotechnical Evaluation Of Fill Materials 14TH& Carnahan Streets Spokane, Washington Dear Mr. Shuler: INTRODUCTION STRATA Geotechnical Engineering and Materials Testing, Inc. (STRATA) has completed the authorized limited geotechnical evaluation of the fills at the above site. The purpose of our limited geotechnical evaluation was to explore the subsurface conditions in the project area such that geotechnical engineering opinions and recommendations can be provided regarding density characterization of the existing man-made fills. Our services were conducted in accordance with our Confirming Proposal to you dated October 18, 2002. Field explorations were conducted on October 21, 2002. PROJECT DESCRIPTION The project consists of an approximately 3 acres of property located at the northwest corner of the intersection of 14th Street and Carnahan Street in Spokane, Washington. The approximate location of the project site is indicated on Plate 1, Vicinity Map. The site is specifically identified as Lots 7 through 13 of Block 14, Woodland Terrace. At the time of our field explorations, fill was placed to rough finish grade at Lots 7 through 13 at the site. Fill for lots 1 through 6 had not been placed. The northern edge of the fill was lined with large boulders. Based on the grading information provided to us, the man-made fills at this portion of the site range from about 5 to 15 feet in thickness. We understand that historic use of the property has been for aggregate mining. IDAHO •WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA MDSSHU S02180A- l4`''&Carnahan Letter Report • ' Page 2 SITE EXPLORATIONS We conducted subsurface explorations at the site on October 21, 2002. A truck-mounted Mobile B-53 drill rig equipped with 8-inch hollow stem auger was used to advance 10 soil borings at the approximate locations shown on Plate 2, Site Schematic. In-place engineering properties were assessed and samples were obtained at 21/2-foot intervals using the Standard Penetration Test (SPT) method and a 3-inch Modified California sampler. The SPT consists of a 2-inch outer diameter split sampler driven into the bottom of the boring by a 140-pound weight falling 30 inches. STRATA recorded the number of hammer blows required to drive the sampler for three consecutive six-inch intervals at each sample depth. The blows for the second and third intervals were summed to obtain the N-value (blows per foot) reported on the boring log. Empirical relationships exist for obtaining the relative density and strength parameters of soil consisting predominantly of sand based on the SPT N-value. The presence of gravel, cobbles or boulders can introduce error into these empirical relationships. Boring termination depths ranged from 6'/2 to 131/2 feet beneath the existing ground surface. The soil encountered in the borings was visually classified in general accordance with ASTM D-2488. After exploration at each location was complete, STRATA back-filled the borings with the original auger cuttings. SUBSURFACE CONDITIONS We encountered fill at each of our boring locations. The fill generally consisted of silty sand with varying amounts of angular gravel. The color of the fill ranged from a light brown to a dark brown. The SPT samples indicated that the in-place density of the fill ranged from medium dense to very dense. The moisture content of the fill encountered ranged from dry to moist. Based on our observations of the soil samples, the fill at the locations tested does not appear to contain deleterious materials (organics, debris, wood, etc.). Ground water was not observed in the borings at the locations explored for this study. However, it should be noted that groundwater and soil moisture conditions within the area will vary depending on rainfall, irrigation practices, and/or runoff conditions not apparent at the time of our field investigation. Detailed descriptions of the subsurface conditions encountered in the borings are presented on the Exploratory Boring Logs in Appendix A. A summary of the Unified Soil Classification System, provided as Plate 3, should be used to interpret the terms used on the boring logs and throughout this letter. OIST atT a GEOTECHNICAL ENGINEERING 6 MATERIALS TESTING • s MDSSHU S02180A— 14th &Carnahan Letter Report Page 3 LABORATORY TESTING We conducted laboratory testing on representative soil samples to confirm field classifications and assess select engineering properties. Gradation analyses (ASTM D442) were conducted on 7 soil samples, including 3 No. 200 washes. The results of these tests are presented in Appendix B, Laboratory Test Results, or on the boring logs in Appendix A. Atterberg Limits (ASTM D-4318) were conducted on 2 soil samples. Moisture content determinations (ASTM D-2216) were conducted on 7 soil samples. The results of these tests are presented on the boring logs in Appendix A. CONCLUSIONS Based on our field explorations, laboratory testing, and engineering evaluations, it is our professional opinion that the site is suitable for the intended residential construction. Fill materials explored at the boring locations range in thickness from 5 to 13 feet and appear to be compact, with densities ranging from medium dense to very dense. We anticipate that the materials are capable of supporting residential foundations on shallow spread footin•s ,-.:I values within the range of 1,500 to 2,000 pounds per square foot (psf). rl:'' Y1(J( `� ' l(i"1Y. i . Based on the field explorations and SPT testing, we anticipate that settlement of foundations designed for the above bearing pressures and widths will be less than 1 inch. 9 :'--_ ? Lyt1,x5 h 7 J 17 71(�s J 14 19v' )77-7:7777'77v '77v Because the fill materials are considered highly erosive, a slopes should be protected from runoff during wet weather conditions. Due to the variability of the fill materials, a representative of Strata should be present during all footing excavations. ADDITIONAL SERVICES We recommend STRATA, Inc. be retained to provide geotechnical site evaluations for future phases of site filling and street construction at this project. STRATA should also be retained for construction observations during the foundation and slab preparations and all earthwork. The costs for these services are not included in the scope of work for this evaluation. If we are not retained to provide the recommended construction monitoring services, we cannot be responsible for soil engineering related construction errors or omissions. LIMITATIONS The conclusions and recommendations contained in this letter are based on our field observations and subsurface explorations, limited laboratory tests, engineering evaluations, and our present knowledge of the proposed construction. It is possible that soil conditions could vary between or beyond the points explored. If soil conditions are encountered during construction which differ from those described in this report, we should be notified immediately in order that sT a T a GEC/TECHNICAL ENGINEERING 8 MATERIALS TESTING MDSSHU S02180A— 14th&Carnahan Letter Report Page 4 a review may be made and any supplemental recommendations provided. If the scope of the proposed construction, including the proposed loads or structural locations, changes from that described in this report, our recommendations should also be reviewed. This report has been prepared to assist the planning and design of the proposed residential development located at the northwest corner of 14th Avenue and Carnahan Street in Spokane, Washington. Our services consisted of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This acknowledgement is in lieu of all warranties either express or implied. STRATA, Inc. appreciates the opportunity to assist you with this project. Please call if you have any questions regarding this letter. T R. Sincerely, wAsyi� ""• 7TA, C. Arco f ", ,r N„ Scott R. ,ard, P.E. ro<-R Il lZ, Senior Engineer 31698 r 'QFCIS7Eoc • SIONAL - I EXPIRES: f(^Z r o 3• 1 The following plates and appendices accompany and complete this letter report: Plate 1 — Vicinity Map Plate 2— Site Schematic Plate 3 — Unified Soil Classification System Appendix A— Exploratory Boring Logs Appendix B— Laboratory Test Results S T R a T a GEOTECHNICAL ENGINEERING &MATERIALS TESTING 14TH & CARNAHAN, SPOKANE, WASHINGTON ]Ez=p--a D T-1 771-290. ...E1- 8"111•1-E-"41711;I:3 i 0 - •' • ih,,,,A,,,Vragr. `'• plief F,::,Ept .., ,........ - IttM1 132Itrip s sisal sow I:3„ 90 -A- p ,'i I/ C 6 '+M�MflMt IRA r rI,.2 ssnva�i� v 3 a a a ' '' sear.or_a_ .. .:. � ..,...�F: Tr/ ,- .. E BprAgut 'ire /T `�-,,` ue .... _O v C�6 9 E6y RLYE1 � v a n n,,-- .. 1.,f,.,..1, Fl .. fr . N ! I ♦�. gg 90 90 E 14th Ave&S Carnahan Rd th _P_ 1 • O I 0 b ° 7r m CR.' y M�: 8-"--A 99212 n arSOri -71- ar y st aG seas jft `a v "R ' ' -- ^ ate,swve a s to - -.)Ci 1M' ':1 t A t �t4 ryFw 4[..}IMIf� .M4 P G O O CI ea ' ^C •T�6 I p , s , _pvuv_ C..C."JL„1ii,a. . • "T co (tom `7/ �0 ® ji C*Q ao=r7rr` L11�l C.'"`! of V � ,, i 1 mktr 'n 'e ' AVf i v'�..�, to 4 - Ic a o n cs .v Ct 1= ti , 4tit DGl gaz, sn t..7 '` �a aC Cin gig Ti �k�r4 '1in Ms __ YEA.a.r� •, r P �G e�uros -t1�...'.'5��� �. �, , o®terir- --r,--,.d rt r r rv-r r-e r-I r,r-r n 1 1 1 -,..-._.....__,—.H.---.; 0 mi 0.5 1 15 tAr Copyright a 1988-2001 Microsoft Corp.and/or its suppliers.All rights reserved. httpJ/www.microsoft.com/streets C Copyright 2000 by Geographic Data Technology,Inc.All rights reserved.®2000 Navigation Technologies.All rights reserved.This data includes information taken with permission from Canadian authorities ®Her Majesty the Queen in Right of Canada.C Copyright 2000 by Compusearch Micromarketing Data and Systems Ltd. VICINITY MAP • ST R a T a 3EOTECHNICAL ENGINEERING &MATERIALS TESTING File:MDSSHU S02180A PLATE 1 ........... ........... .-.........-.........• ••••-• ....:•:.:•:•:-.......• .............-.....-: Proposed ........... ........,.. Channel .....-.....-.-...-...• ........... .......:.:.:....:.......:..• , ........... , ...................-• ........... ,. ............ •••••••••••• ........... ...........-.........• , ...,...-.............• , ........... ........... , ........... . ........... • ............ ................:,..... ,.: ........:.:....:.:....:.:...• i ............ ............ •••••••••••- Northern .................. ............,..-.• .......-.-.-..........., ............ Limits of Fill ..........: .. BLOCK 14 r (approximate) ...-...-.............-..... .............................. ................ ................ ................. 1 ...........-.....-.....-...........-. .-.....-.-.•.-.........-.-...........-... ••,-•"••••,.••.•"•• 4,710 B,-7 I k,-6 s B-1 .......•...................................•. lip no iv -', .................,............................ .............................,.................. , .................................................. .... ..................... i .....-.....-.-.................,.........-...-...-. ........,..................................-......... B-8 15 B2 i ............................ taV QII diW I 1 .............,....................................... .........„....................................... .............................................. 1 0 ..........,.............................. ................... ..................................• B.:9 4.74 4.73 no ................. no no .............,......... .....,............. .... ... ............. ... 14th.Avenue ___ , N SITE SCHEMATIC 14 Approximate Boring Location S T R a T a GEOTECHNICAL ENGINEERING 1 MATERIALS TESTING NO SCALE INTENDED (For Reference Only) File: 1141)SSHU S02180A PLATE 2 .,-,- UNIFIED SOIL CLASSIFICATION SYSTEM GRAPH LETTER MAJOR DIVISIONS SYMBOL S TYPICAL NAMES o =,---.._,..4 P Well-Graded Gravel, "..9 OW Gravel-Sand Mixtures. CLEAN GRAVELS o' o'`�'p bogs�� GP Poorly-Graded Gravel, :6 oa Gravel-Sand Mixtures. GRAVEL C MM Silty Gravel,Gravel GRAVELS WITH FINES L. M GM Sand-Silt Mixtures. • �,,� . Clayey Gravel,Gravel- COARSE ravel- co aSp •j// • Sand-Clay Mixtures. WLflY7Li �•••".��•• •♦ GRAINEDI°° ° ° ° °' Well-Graded °I° °I° '. Sand, SOILS °l° do ole sw Gravelly Sand. CLEAN SANDS I:: ::1 A: Poorly-Graded Sand, SP Gravelly Sand. SANDS •1 1• • • Silty Sand, sm Sand-Silt Mixtures. SANDS WITH FINES . . . . .•• . •• Sc Clayey Sand, . . . Sand-Clay Mixtures. ML Inorganic Silt,Sandy or Clayey Silt. SILTS AND CLAYS Inorganic Clay of Low LIQUID LIMIT CL to Medium Plasticity, LESS THAN 50% Sandy or Silty Clay. OL Organic Silt and Clay of Low Plasticity. FINE Inorganic Silt,Mica- GRAINED MH ceous Silt,Plastic SOILS Silt SILTS AND CLAYS Inorganic Clay of High CH Plasticity,Fat Clay. LIQUID LIMIT h..„ GREATER THAN 50% • OH Organic Clay of Medium to High Plasticity. PT Peat,Muck and Other Highly Organic Soils. SOIL CLASSIFICATION CHART IStandard 2 Inch OD ' Ground Water BG Baggie Sample Split Spoon Sample After 24 Hours California Modified 3 Inch U Ground Water I OD Split Spoon le at Time of Drilling BK Bulk Sample P1p UlNX Rock Core RG Ring Sample Shelby ODturbed�l e BORING LOG SYMBOLS GROUND WATER SYMBOLS TEST PIT LOG SYMBOLS jST R & T & GEOTECHNICAL ENGINEERING &MATERIALS TESTING PLATE 3 • APPENDIX A EXPLORATORY BORING LOGS 1110 S T R a T a GEOTECHNICAL ENGINEERING &MATERIALS TESTING • w ^ 17 y y Ii q Exploratory Boring cc ° a °°te •45 m° gP y g '3e hREMARKS Description a p° �� H o z o w tn co co Silty SAND with Varying Amounts of Gravel - SM : : Olive brown,dense to very dense,dry to damp • •• • •• • •• a .. 2 . .. _ • .. • •. • .. - • •. • .• 3— . .. 25 • .• 20 - •• •• 18 38 4— • •• • .• • .. • .• • •. • .• . .. • .• . .. 30 - . .. • •• 29 6— • •• 25 54 • ••• • •• - • •• • •• 7_ • •• • •• • . - . .. • •• 8— • 25 • •• • •• 18 - •• .. 17 35 • •• 9— . .. . .. . .. • •. • .. 10— • •• • .• • .• _ • •• 25 iii 36 11 — • • • ••• 25 61 Atterbert Limits: _ • •• Liquid Limit-22 ` `` Plastic Limi�16 •12— • •. • •••• Plasticity Indeu=6 • •• • •• 50 3— • •• 1blows •• •• •-- for 3" 2.4 31%Passing#200 Exploratory boring terminated 13.5 feet below 14— existing ground surface due to practical auger refiisal on boulders at base of fill. - 15- 16- 17- 18- 19— 20 Client No.: MDSSHU Boring Number: B-1 EXPLORATORY BORING LOGS Project No.: S02180A Dote Drilled: 10/21/02 Drill Rig: Mobile 53 Boring Diameter. 8.0" S 1 1R e 1 Depth to Ground Water. N/A Logged By PSW GEOTECHNICAL ENGINEERING &MATERIALS TESTING Subsurface Elevation: PLATE b Exploratory Boring w w at ,82 � Wd K owa REMARKS Description . .2z; a •a" H Silty SAND with Gravel. Olive brown to light _ SM . .• brown,medium dense to very dense,dry to moist • •• • •• 1— • •• • •• • •• • •• • •. 2— • •• • •• • •• - . •• . •• 21 • •• 3— • •• 50 • •• for 5" - • •• 4— • •• • •• • •• - • •• • •• 5— • .. • •• 18 3"sampler - • •• • •• 17 6— a• •.. 14 14 5.9 • •• _ • •• • •• 7— • •••• • •••i • •• 20II 3"sampler - • •`' 32 8— • •• 50 for • •• • •• 2.5" Exploratory boring terminated 8.5 feet below 9— existing ground surface due to practical auger refusal on boulders. 10- 11 - 12- 13- 14- 15— • 16- 17- 18- 19- 20— Client No.: MDSSHU Boring Number: 13-2 EXPLORATORY BORING LOGS Project No.: S02180A Date Drilled: 10/21/02 Drill Rug: Mobile 53 Boring Diameter. 8.0" , , Depth to Ground Water. N/A Logged By: PSW GEOTECHNICAL ENGINEERING &MATERIALS TESTING Subsurface Elevation: PLATE ' o : ;Exploratory Boring Un A � d \ p^ ell ;m M REMARKS Description ,4u) t co o` ag s 8 aoz &a a. Silty SAND with Varying Amounts of GravelSM • • •• • Light brown,medium dame,dry to moist(Fill). • •• 1 • •S • •e • •• • ••• • •• 2 .• iia �— 50 for • •• 4" • •• 3 • .• • . • •• 4 • . . •. • .. • . • •• • •. • .• 5 • •• • e• 31%Passing#200 • ••• 22 • .• • •• 24 6 •i a a 27 51 6.3 Atterbert Limits: • a. Liquid Limit-37 • •• Plastic Limit=18 • •• 7 • •• Plasticity Index=119 • .• • •• e eC I 50 for 8 . .• 5" • •••• • ••• • •• • ••• • •• 9 • .• • .. • •• • •• 10 • a a i• 50 for •Exploratory boring terminated 10.5 feet below 1 1 existing growmd surface. Practical auger refusal. 12 13 14 15 16 17 18 19 20 Client No.: MDSSHU Boring Number. B-3 EXPLORATORY BORING LOGS Project No.: S02180A Date Drilled: 10/21/02 Drill Rig: Mobile 53 Boring Diameter. 8.0" Depth to Ground Water. N/A Logged By: PSW , , GEOTEgG11pAL ENGINEERING &MATERIALS TESTING Subsurface Elevation: PLATE h Exploratory Boring a or/2 rn 0 acorm m� K REMARKS Description • is N z g" ° • A" m m E. °C1g 6 Ca X a" Silty SAND with GraveL Light to medium SM brown, dense to very dense,damp to moist(Fill). • •• 1 • •• • •• • •• • •• • •• 00.0 2 • •• • •• • •• • •• • •• 21 3 • •• • •• 50 • •• for 5" 5.4 • •• 4 ' • • •• • •• • •• • •• • •• 5 • .• • •• • •• 21 • •• 11 6 • •• • •• 20 31 • •• • ••1, Exploratory boring terminated 6.5 feet below 7 existing gn mzd surface. 8 9 10 11 12 13 14 15 16 17 18 19 20 Client No. MDSSHU Boring Number. 8-4 EXPLORATORY BORING LOGS Project No.: S02180A Date Drilled: 10/21/02 Drill Rig: Mobile 53 Boring Diameter. 8.0" Depth to Ground Water: N/A Logged By: RSV ' GEOTECHNICAL ENGINEERING E MATERIALS TESTING Subsurface Elevation: PLATE 0 1,7 Exploratory Boring a^ a n o n mK Q y REMARKS *' o a1 Description a m, ot, a c x 0 -- a° v ao & a Silty SAND with Varying Amolmts of GraveL _ SM : S1: Olive brown to medium, medium dense to very • • • dense,moist(Fill). 1— • • •• • •• - • •• • •. 2— • o• • •• • •• - • •• • •• 3— • •• 14 . •• 28 - • •• 29 5'7 4— • •• • .• • •• • •• • •• 5— • .• • •• 3"sampler • •• - • •o 10 • •. 13 • 6— •. 34 21 • .• • •• Exploratory boring terminated 6.5 feet below 7— existing ground surface. 8- 9- 10- 11 - 12- 13- 14- 15- 16- 17- 18- 19— 20— Client No.: MDSSHU Boring Number: B-5 EXPLORATORY BORING LOGS Project No.: S02180A Date Drilled: 10/21/02 Drill Rig: Mobile 53 Boring Diameter: 8.0" 5 rZ a i a Depth to Ground Water N/A Logged By: PSW OEOTEG N11GAL ENGINEERING &MATERIALS TESTING Subsurface Elevation: PLATE — . . a 0 Exploratory Boring v• • ci em d K ae � ,kAwh t tqa°a � REMARKS Description a z c a • rn o 2g e Silty SAND with Varying Amamts of GraveL - SM : Medium brown to olive brown,loose to very • •• dense,dry to moist(Fill). 1— • • • .. • •• • •• 2— • •• • •• • •. • ••. • •• 3— • •• 32 • •• . •••. 25 . •.. 17 42 4— • •• . •. . •. • .• . •.. 5— • .. • •. •- • .•• 37 • •• 6— . .• • ••• 11 40 5.0 • •• • •• • •• • •• 7— • ••• • ••• • ••• - •. '• •a 3"sampler • 8— • •• 10 iii 8 - • •• 6 6 • •• 9- 0 • •• • •• - • •• 50 for 41 •• 10_ • •. T 1 1/2" 4.7 31%Passing#200 Exploratory boring terminated 10.0 feet below _ emoting grand surface. 11 — 12- 13- 14- 15- 16- 17- 18- 19— 20— Client No.: MDSSHU Boring Number. B—S EXPLORATORY BORING LOGS Project No.: S02180A Date Drilled: 10/21/02 Drill Rig: Mobile 53 Boring Diameter. 8.0" SDepth to Ground Water: N/A Logged By: PSW ' GEOTECHNICAL ENGINEERING &MATERIALS TESTING Subsurface Elevation: PLATE ' , 0 Exploratory Boring o . a2 a° a m m m I ++K o REMAR,I{S Description a a; � cmi a 4s„,--e. Ag a s Silty GRAVEL with Sand. Yellow-brown to dark - GM ••.• Highly weathered brown,medium dense,moist(Fill). • • basaltic gravel • 1— ' • • - • • • • • . • .• 2— • • • • • • - • • • • •. 3"sampler 30 3— • • • • 26 • • - ' ••• 36 27 • 4— ' • •. • • — • • Silty SAND with GraveL Olive brown,dense, _ SM •• .a 32 3"sampler moist(Fill?). • •• s•e 39 6— • •• 40 35 4.0 • •. I•_•• Exploratory boring terminated 6.5 feet below 7— elost'mg ground surface. 8- 9- 10- 11 - 12- 13- 14- 15- 16- 17- 18 19— 20— Client No.: 'MDSSHU Boring Number: B-7 EXPLORATORY BORING LOGS Project No.: S02180A Dote Drilled: 10/21/02 Drill Rig: Mobile 53 Boring Diameter. 8.0" ST ; Depth to Ground Wafer. N/A Logged By: PSW GEOTECHNICAL ENGINEERING &MATERIALS TESTING Subsurface Elevation: PLATE A"• ° �giv • • Exploratory Boring varnp0 g '"atwR d mo y " REMARKS Description Oi gF � z owa a X a Silty SAND with Gravel. Dark brown, medium _ SM • • •• dense to very dense,moist(Fill). • •• 1— • •• • •. • . • • •• - • •• • •• 2— • • •• • •• - • •• • •• 3— • •• 12 • •• 9 - . .. 7 16 4— •• •• • •• • •• - • •• • •• 5— . .. • 20 3"samplsampler.. - • •• 42 6— : := 50 four • •• 5• • •• Exploratory boring terminated 6.4 feet below 7— existing ground surface. 8- 9- 10- 11 - 12- 13- 14- 15- 16- 17- 18- 19— 20— Client No.: MDSSHU Boring Number: B-8 EXPLORATORY BORING LOGS Project No.: S02180A Date Drilled: 10/21/02 Drill Rig: Mobile 53 Boring Diameter: 8.0" 5 i ,� R Depth to Ground Water: N/A Logged By: PSW GEOTECHNICAL ENGINEERING &MATERIALS TESTING Subsurface Elevation: PLATE Exploratory Boring o rna 0 a w ; oak K o M ;;1; RE KS Description 4:1 ,� g. t Eg z o`" La F' no°, a. Silty GRAVEL with Sand Brown to clack bmwn, - GM : ••• dense to very dense,dry to moist(Frit). . . 1— • • 2— • • •• • • • • - • • • • • 3— • • 41 • • • • 50 - ' • '. 32 82 4— ' • • • • • • . - • • . • • 5 • • • • • • • 24 - . • ,• 16 6— •• •• 12 28 • • - • . • . •• . 7 •. . - . • . • 8.... • • • 17 . •' 30 • ' • . • 29 59 • • 9— • • • • •• • • . • • 10— • � •� • . • • 13 .• •• 15 11 — • ••' 40 55 • • . . Exploratory boring terminated 11.5 feet below 12 J existing ground surface. 13- 14- 15- 16- 17- 18- 19— 20"— Client Client No.: MDSSHU Boring Number. 8-9 EXPLORATORY BORING LOGS Project No.: S02180A Date Drilled: 10/21/02 Drill Rig: Mobile 53 Boring Diameter. 8.0" ,�R a a Depth to Ground Water. N/A Logged By: PSW GEOTECHNICAL ENGINEERING a MATERIALS TESTING Subsurface Elevation: PLATE • ♦ ` , 1 N +' • Exploratory Boring °a w too CO . a• It an d W K a" ov REMARKS Description ,� r1)....'-'41 H .2 z o ea a a� A" Zvi rn MI P. c- & w Silty SAND. Dark brown to olive brown, - SM medium dense to very dense,dry to moist(Fill). • •• 1— • •• w •• • •• • •• • •• • •• 2— w •• • •• • •. • •• • ••• 3 • •• 10 • •• • •• 19 i s•i 22 41 4— • •w . •• • •• • •• 5— • •• • •. _ : .• 27 • •• 26 6— • •. • ••• 27 53 • •• •• — • •• • •• 7— • •• • •• • •• - • •• • •• 8— • •• • •s • •• • •• 30 • •• • •• 21 9— 4. 4.. 12 33 • .• - • •• • •• • •• 10— • •• • •• 9 - • •• 11 11 — • •• 4 15 • •• • •s Exploratory boring terminated 11.5 feet below 12— existing ground surfitce. 13- 14- 15- 16- 17- 18 19— 20— Client No.: MDSSHU Boring Number: 8-10 EXPLORATORY BORING LOGS Project No.: S02180A Date Drilled: 10/21/02 Drill Rig: Mobile 53 Boring Diameter: 8.0" Depth to Ground Water: N/A Logged By: PSW GEOTEeGNNNICAL ENGINEERING N1 MATERIALS TESTING Subsurface Elevation: PLATE l t i APPENDIX B LABORATORY TEST RESULTS i 10sT R a T a GFOTECNNICAI ENGINEERING &MATERIALS TESTING . GRADATION ANALYSIS ASTM D422 Project: 14th & Carnahan Client: MDS Shuler, Inc. File: MDSSHU S02180A Sample No.: SL10688 Sample Location: Boring B-2 @ 5.0 Ft. Description: Light Brown Silty SAND with Gravel (SM) Date Tested: November 11, 2002 Gravel Sand Fines 0 0 Coarse Fine Coarse Medium Fine S1tt Clay �mpT Screen Sizes (p Cpp8 8 Mtp&lmTheter ly E E ib 'c N Inchesr- � a5 g #lF A it iC iF iG N 10 N s e 100 - 1 I I EF I I 1111111111 1111111 1 I I 90 80 70 0 60 co 50 z w U w 40 a 30 20 10 0 Reviewed by: / ' S -r R a T a / GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING • GRADATION ANALYSIS ASTM D422 Project: 14th & Carnahan Client: MDS Shuler, Inc. File: MDSSHU S02180A Sample No.: SL10688 Sample Location: Boring B-4 @ 2.5 Ft. Description: Medium Brown Silty SAND with Gravel (SM) Date Tested: November 11, 2002 Gravel Sand Fines C) Coarse Fine Coarse Medium Fine SR Clay Inches pp Screen Sizes fop cop$ ($y E E E o � E £ io <t to (V r t7� N °A a w E iF iC §a g N 1n 12 s D N 100 if i I I } I II 11111111 i i i II i i i i I 90 80 70 (9 60 co 50 z w 0 w 40 CL 30 20 10 0 GES Reviewed by: , ST R a T a --- GEOTECHNICAL ENGINEERING &MATERIALS TESTING • GRADATION ANALYSIS ASTM D422 Project: 14th & Carnahan Client: MDS Shuler, Inc. File: MDSSHU S02180A Sample No.: SL10688 Sample Location: Boring B-6 @ 5.0 Ft. Description: Medium Brown Silty SAND Date Tested: November 11, 2002 Gravel Sand Fines 0 Coarse Fine Coarse Medium Fine Stt Clay EInches �pT Screen Sizespfpp 8 c C c rc%star E �O ('� - (+� A a 5 iF iR # a al E CV N 5 100 --. } 4 II t l l l iI Ei I l i II i t 1 I 90 80 70 (9 60 co F- 50 z w U 40 d 30 20 10 0 /° Reviewed by: /1/,,, �� /i �� s -r rZ aT a / GEOTECHNICAL ENGINEERING &MATERIALS TESTING . a . G ` ` , GRADATION ANALYSIS ASTM D422 Project: 14th & Carnahan Client: MDS Shuler, Inc. File: MDSSHU S02180A Sample No.: SL10688 Sample Location: Boring B-7 @ 5.0 Ft. Description: Light Brown Silty SAND with Gravel (SM) Date Tested: November 11, 2002 a Gravel Sand Fines .0 .n 0 0 Coarse Fine Coarse Medium Fine Silt Clay c Inches �p ScreenNSizes (p cppg (gy c_ c c E p PHAI ieter £ i 1 ro < M lV g § (7S I it R it 4t i i! v N 5).-.2 8 0 Fi 100 I I I II II I II I I I I II II I II II II I I I 90 80 70 ' 0 i 60 c Q a 50 z w 0 Lau 40 a 30 20 10 0 , c ._ < „,,,_ Reviewed by: i a,N, ' ' s T R a i a - - GEOTECHNICAL ENGINEERING &MATERIALS TESTING °" .,..,,SP°'rvOrkane BUILDING DIVISION 11707 E Sprague4000001;ValleY AvenueIVSuite 106 Spokane Valley,WA 99206 w [ CRY'e e� v f . • 4. I° z; 35233.1305 004825 E 14TH AVE 4,,,,, '1'...itl V kej a Combined Notes 4 l'''''itV-41.1pt'Z':''-':1:'''''''f'f'Ti"'-• a e . � e ;E ^fir�'�„.,. -,,,',1---,,t'7.7.-7 ::i T A .. __,... ,. ,.'''''(;-11 t - 'i Parcel 35233 BUILDING 4CONDITIONS 9 03/1312003 B 14 5d AM , • � 1 ,lot on the north sid of 14kleir a 0,an a r•b k e od w � �;� x a jt'bk:°9a€-nn,ilourrtfahon engineering clone t„,n, r than f ,,,,,lanes ,, .,-,,,y,„,.,„,,,,„<„,i . tootrn�s ;rmn 24 inches wide L21 foundations no ciaser than 12 it,from north i,d a7 ''', ,.`,,, .a„,c „ e >=s3 .„..�,.`raL 0 ` ':: ��. Parcel 3523 BUILDING. CONDITIONS 10E02l�U27:1ti.38AM A. i� z ` .12.!_211111111. 82057375 r 41. 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