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HomeMy WebLinkAboutPermit File 5002 Channel View Lane Get ' o CITY OF ANACORTES WASHINGTON sc. BUILDING DEPARTMENT coat M CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At 5002 Channel View Lane STREET&NUMBER Owner: Alex & Bridget Hernandez Constructed By: Strandberg Constr. OWNER OR CONTRACTOR Bldg, Permit#: BLD72011-0150 Date Issued: June 3, 2011. Occ.Group: R—3 Use Zone: R 2 Has Been Inspected And Occupancy Is Hereby Authorized. This 27th Day of October 2011 /Ca, A MO FICI& SEE REVERSE SIDE FOR SPECIAL,REQUIREMENTS. ■ -=G1vY.. .C,, _ City of Anacortes Permit#: BLD-2011-0150 904 6th Street Issue date: 06/03/2011 `'* P.O.Box 547 Expire date: 11/29/2012 :_ ;' '0s Anacortes, WA 98221-0547 • ''vtACION (360) 293-1901 Job Address: 5002 CHANNEL VIEW LN Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P31656 Remarks: New single family residence per approved plans.. Owner: ALEX&BRIDGET HERNANDEZ Contractor: STRANDBERG CONSTRUCTION Address: 3620 W 7TH ST Address: PO BOX 319 ANACORTES WA 98221-1270 ANACORTES WA 98221-0319 Phone: (408)506-6810 Phone: (360)293-7431 License#: General Information: Fees: Building Valuation 288000 Plan Review Deposit 100.00 # Forced Air Furnace<=1,000 1 Building Permit Fee 1,629.70 #of Bathtubs 1 Plan Review Fee 486.95 #of Clothes Dryers 1 Mechanical Permit Fees 121.90 #of Clothes Washers 1 Plumbing Permit Fee 125.00 #of Dishwashers 1 State Building Code Fee 4.50 #of Gas Fireplace 1 Storm Drain GFC-Residential 1,244.00 #of Gas Piping 1 Park Impact Fee 615.00 #of Gas Water Heaters 1 Traffic Impact Fee 900.00 #of Hose Bibbs 2 Total Calculated: 5,227.05 #of Kitchen Sinks 1 Deposits/Receipts: 100.00 #of Lavatories 4 #of Range Hoods 1 Total Due: 5,127.05 #of Showers 2 #of Ventilation Fans 5 #of Water Closets 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LO ^ LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Si SIGNATURE OF OWNE.R AUTHORIZED AGENT ISSUED B Building Name: Building Address: 5002 Channel View Lane Anacortes Prime Contractor: Strandberg Construction Contact: Testing Agency: Quality Plus Insulation Address: 13520 45th Ave NE Marysville, WA 98271 Testing Agency Contact: Dave Moran Phone: 425 754 5950 Lead on-site person: gcer-_,/ C 7, Phone660 '61 Test Date: ,off--ir Witnesses: Name Organization Telephone/e-mail ot' Co ryt,p / ` 1. ,_ L't,00k 0" ,^ -� 0 _ y s..+A�� G �TFS E. li E T35N-P,9E - s ANT . J 0'1 rz, Or-::::-Q 20 �'/ Shannon Point ' 4�l _<z., ENLARGED AREA Q ( o" �f FROM MAP#58 . `4 0 \f'l P` \4p P%r; i 1 �t I n i 1 I ENLARGED AREA FROM MAP AG4, q ' _ - - CIF 20 ''"'� Sund uisi Lad, 5 � Center '. _ `Z`�`j_' t w �'d i i �� .._.�..e_..�. _. F CAA o Shannon Manne' i RINSET an ' wt..i ,. pd5/ E ii ;'I ' !OBSERVATION AV 'Gate c3 , E� �:.� �� H 9. SNEILAANN CT LL 9� ��ej P�0�1 ,H. q� d.HARRIeON Sr �• " t OQ'%/ , i I� I :� Sunae[Beac _ L:R 413% •r:f CG R -_--Q_.... _®.y.... .-....�._,..�.»,�..-..-.... .�,.. _-._.. - -l- `I SIMCIFlC AV o kACffIC AV.... ter a 4te" �J S..�`• 1 VCi T33N R4E&5EI Green t • 1 %r I — rSONciF,r �..1 A p �e ,re peg( /' i r"� II L_-�-�' 3 !^+su, av e, E< t ) W+e`'—c I c'+/ ' apt Nb ; " .�I "' - �- ( -I WNL04 .: O ��Ey pV` GLAS(bW Si] a/ `C.J / �� I ENLARGED AREA FROM MAP Pt&A72 { �� `Y./>✓•-t '� AV �sqy - t 44 B Q'P16P�Efl r � {' W' �: r i '� w s'' - ,; © U t 1 apes WAv o., o t e'',t r ` I r 24 ii • L'SWashington ( •1. 2 I Skyttne s 9 r • Nr PL 4 WAY L c Beech Club I ,mow"��,\ r t /"� `'\ ! a) i e` �" �` - v- � •�iET°re r ,. .cranberry N , ,�^''� Sk Ilne Gl r�W t sOSLOCi •f r PD ( ! Manna G`' ', `' \o I;i;/ `'t``'.` �? - „TRONDNE91 VEO=N m /t xuGNEs LN M ` \ �,- {, Lake P� n £ ',s/ I M r ;I i i u „.0,, , I `I'O b i .� ,¢o` ` E:da�o. J' ?.<; o �' I �,�"% f b °r Forest s� t,-;_ 1 LL e 8ALL0.RD Head KY(g ._ B �C I� CLY F $y Y I ! '1 I. 9 �,,� c I �„�5., WAv d� c5 fit • ` . c vb roA'r f s o� �"p✓'A �.- ;cEwR Area . O f ! ' ( P - _ C\`?v . NY : o f Fn 4 7 NO ..a. 4°,,,, r..m l't YJ N �.. *2 - - - 940i4�1 OOFEN ANN J'.--.. t -- • O µ ,r7 i ¢ `be <3 CD gyp` _ MAP of q �°�� Q �i 1 1' 25 �� ANACORTES �a �P -£ , i 1 Di, r, 5,, t • I t 534 ULLy E l t o'�'' am MAIN ST'i' J, Fublrc 4.' o, N , , �t 0 \g\ ',,,,,,Tel,:: 1200 2400 3600 4800 5280 z r S HOLYOKE:p2 ?1s I 1 t • RD m ,�F. 1 MILE 14 5 C"� 'Ie 1 `s Scale in Feet I �� -LAKE yjr _ 4I ` BPEEZE - 5EP --_ - __--. ,SJG--- a 'L G� N L - t� - 9- Q P I ,i' r. hen_:. 9� mom- 1 J5 `:T 1 ... . W\' it=it f.i sEP -,9 2011 r:lorAgy Code WASHINGTON STATE UNIVERSITY EXTENSION ENUIGY PROGRAM Support Duct Leakage Affidavit Permit#: t W e9 O( ( I o House address or lot number: 5002— C le\.RVN'Net �l I 16 0--e, City: )( Zip: ?.2-Z 1 Cond. Floor Area (ft2): 2' (a-1 Source (circle one): D1;i--s) Estimated Measured ❑ Duct tightness testing is not required for this residence per exceptions listed at the end of this document Air Handler in conditioned space? ❑yes o Air Handler present during test?,s ❑ no Circle Test Method: Leakage to Outside Total Leakage Maximum duct leakage: Post Construction, total duct leakage: (floor area x .08) = IQ 7 3I(FM@25 Pa Post Construction, leakage to outdoors: (floor area x .06) = I Lt u7-CFM@25 Pa Rough-In, total duct leakage with air handler installed: (floor area x .06) = I` aO2-CFM@25 Pa Rough-In, total duct leakage with air handler not installed: (floor area x .04) = Q f3.48CFM@25 Pa Test Result: 18610 CFM@25Pa Ring (circle one if applicable): Open L./ 2 3 Duct Tester Location: i t7,i0.c4v.6— 7_Atr,-tit Pressure Tap Location: c7yezo24,1.4.1/...‘it- 614, I certify that these duct leakage rates are accurate and determined using standard duct testing protocol. Company Name: Var.,- cc tt.r Technician: -� �.-- QG-V tS Technician Sign Date: CYYteht Phone Number: b a- Washington State Energ ode reference: 503.10.3 Sealing.All ducts,air handlers,filter boxes,and building cavities used as ducts shall be sealed.Joints and seams shall comply with Section M1601.3 of the International Residential Code or 603.9 of the International Mechanical Code. Duct tightness testing shall be conducted to verify that the ducts are sealed.A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent.When required by the building official,the test shall be conducted in the presence of department staff. Exceptions: 1.Duct tightness test is not required if the air handler and all ducts are located within conditioned space. 2.Duct testing is not required if the furnace is a nondirect vent type combustion appliance installed in an unconditioned space. A maximum of six feet of connected ductwork in the unconditioned space is allowed.All additional supply and return ducts shall be within the conditioned space.Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and insulated on the exterior with R-8 insulation for above grade ducts and R-5 water resistant insulation when within a slab or earth. ,.; INSTALLED i SIJLATION CER If 11 E ta,A 0 Box 2921 office: (360)424-: Mt. Vernon WA Fax: 360-428-50 1 PAi fiLtill11111 Yl; We certify that the following residence has been insulated with the ft-`1!11,'b, ing materials: Flat & slope Ceiling VALUE IL 49 Exterior walls VALUE 1 21 Band Joists VALUE F Z1 Crawl Space VALUE I - 30 Address: 5002 Channel View Lane Anacortes WA. Certify by : S.' Date Installed August 2011 Title Manager October 12, 2011 Don Measmer Plans Examiner City of Anacortes Dear Don, The landscaping for 5002 Channel View Lane, Anacortes should be complete by April 30th 2012. We would like to gain certificate of occupancy based on this commitment. Thank you. Feel free to call with any questions regarding this concern. Sincerely, Nels Strandberg r Strandberg Constucts n,Inc. PbiIC •\/VOk.• • n eeg adDevelop •r •iEng nin mentSe •vces- • • • - rtal ins- `'action Ai re" ' — C»l-t4 ?1�e. 11I t.� ate: —zto-11: . Owner, i -4 2i _ Cott`ractorc,.: ...i.. .!• • E 'F W ter:Meter` ox:::. • t firm and level to finished grade or backside of sidewalk.elevation. ='::Lidnd:,box undaama 'ed_- . e. m a d.. _,,- n. .cu omer..sti` t. utoffa-riff ,., alf' : -;. ssil le na landsca obstructio �fl:; e'` `,, a W at '- Cis o" ,:.• ,.�.,_::..._....__ .•�,,tin: -.c! ;,C.!s.t,omer gate;valve=intact: No°leaks of connections • 4 :• Curb and Gutter<< No: a..,cr. cks:.dam e« „....,._.. L.. g..,.:.. ff r .foot g. ..,,.._ tilts".;ftrtis marks ....,.., Bing• ' tarnishes, or:other objentionatile f'r 1.,. oad frontage Improvements [ •1 Expansion joints every 15 feet andat driveways. IQ Concrete.has broom frrtst) : „f.. Q No low spot at curb line, especially at driveway cut: Maximum grade change in' 20_feet Es 1h inch ' 0 4 -1-, Sidewalk z No cracks,damage, graffiti,footprints,finishing blemishes, or oth'er'objectionable - madts.. ❑ ADA compliant:; 1 percent_-slope,to.curb If"road frontage►mprovem.ents ,,•! `1 .feet and.•.,drivew• .. j ay • Concrete has broom=finish \ c : Driveway Approach s o No cracks, damage,'graffiti; footprints,,finishing blemis•hes, or'other,• objectionable • marks . [I]':ADA;com iant • • t Streets cks t1o;:cira,,. ;btemish�.s - if:_qad or alhe;.,itrt roe. analysts of ballast. crushed rokand asphalt Received pasisittg matenals testing..reports for sub-grade:ballasts an led r anci asphalt - ns ste ':.. ..:::. ....... ... .. .. .......::..:�..:.... nt wit r �-: ans::;,: 6. Sanitary;:Se Ve :. • n...,,: ctt..-:..:Car ;,: ...,.-...: an. :or.ve . . 3 .,:,.!?�.:;.;::.a�n.=-::,_: �s. ned;.aff: . . rifle .... ....:... . . d:in Budd ;` ., „ _..,. ,. = ..,.... �9::.. abase: De"pairttner�t'dat ;:.;. •:.::A+cs�built;re _•:. i , ❑_..::... . .,,:�:,:,. ...,,. ed . ._.�. address: to ScrewC r ut - , • s' s. Sto nr Ds i lioa`r.;ee c>::o . d •'. : 0 .a ' ` in uttci e ad• ne nt:7 t ` : d!oYei lct�' rds :r -`e - - fes %ad ressfie:A: p,.,.x-,-.�. ..,::,: :off:.. , . t c)aentparcel:,,,=:: . lckerdordivetedoaob ci • �t 8 Public Utilities Out of Traveled Way :.: :_. oncre r:, . �f. ..collars rou t�`�� Final. ra' rt:,., � o_ tee�=� - =Re st'�r e '�td-1 condition,,, .te�te - La' - rt`tlsc`` P 9 onded for completion at later date d< mst':;a: Coved ra ��.... scape T s anti , :.. ..�.:::.�:_... .:.fir ,. - r 0' ,. seed m:• late^° Root banner rece ;a:_�';..� ;.:,..•...:.::......::._:...:(.;- :;: ipt-flied)::, ,. ; . . „:„. 10 ro ion C ntrol Measures • ;.: - _ed Atl ebns removed ` Site:: :;:>s,::, ..,..._-::..,.- .. . . ..... dean_. ;it7l .ermanent vegetation es ablished. CITY OF ANACORTES "AS-BUILT" Sewer AStorm NTRAPLAT/DIVISION:` ,S i�"h.V9 f & BLOCK PERMIT# ni.l ,.0 fr o, 5 SCALE_____0_= H6 s �11 MAR-17-2010 10:53 NORTH CASCADE BLDG. MTLS. 425 258 2588 P.002 North sc a Building Materials Inc. 3001 Smith Avenue—Everett,WA 98201 1-800-553-2588 Fax 425-258-2580 To: Whom It May Concern As a wholesale distributor of Masonite door products to local prehangers, Masonite validates that all 1-3/4 solid core doors that arc stamped(XX),meet the Warnock Hersey standards for 20 minute fire rated doors. North Cascade Anacortes Planning& Community Development Dept. N `o� Permit Center 0'� P.O. Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 /00 Ryan Larson, Director • Don Measamer, Building Official FAX(360)293-1938 May 31, 2011 Josh Schafer PO Box 319 Anacortes, WA 98221 RE: Plan Review notes for the new home 5002 Channel View Lane Dear Josh, Please address the following items so I can complete the plan review. 1. Show drainage on site plan. 2. Show overall building height on elevation or section sheets. 3. Fourteen trees total are required for the 14,000 sf lot. Only 3 are shown. 4. Sheet A3.3 Section C-C shows what looks to be an unrestrained retaining wall with a pony wall on top.No height is given for this wall, and no foundation detail either. If the concrete stemwall extended to the floor above,there would be no issue. Sincerely, Paul Ingalls Building Inspector/Plans Examiner City of Anacortes c (02 C491117e4 SKAGIT COUNTY PLANNING & DEVELOPMENT SERVICES 1800 Continental Place Mount Vernon, Washington 98273 360/336-9410 ON,SITE SEWAGE SYSTEM CERTIFICATION FOR AS-BUILT DRAWINGS AND/OR INSTALLATIONS Skagit County Code Section 12.05.150 (4) state in part: "The designer or installer . . . shall develop and submit a complete and detailed, "as-built" or "record" drawing to both the Health Officer and the On-Site Sewage System's owner that include measurements to existing site features enabling the first tank manhole to be easily located,and a dimensioned reserve area." Please complete and answer all questions and return. Strandberg Construction Property Owner(last,first and middle initial) Southwest corner of Oakes Ave. d Channel View Lane, Anacortes . Site Address Plat,Division,Lot,Block 22 35 01 P31656 Section Township Range Parcel# Gary R. Smith, Septic Design Services, Inc. Kelley Construction, 360-293-2941. Designer's Name Installer's Name On-site Sewage Permit Number: #SW11-0088 How many bedrooms? 3 Have you attached any as-built plans/specifications?.1page attached INSTALLATION CERTIFICATION: I hereby certify that this sewage system was completed on Date: 08/29/11 and I have determined it was installed in accordance with the approved plans and specifications, or as indicated on the attached as-built documents, and in conformance with the County On-site Sewage Rules and Regulations (Skagit County Code Chapter 12.05). Designer's Signature: * * * * * * COUNTY USE ONLY BELOW THIS LINE * * * * * * GPS location: N W A Reviewed by: Date: 4 Site Address: Channel View Lane Owner: Strandberg Construction. i' Anacortes, WA 98221 Parcel No. P31656 Mailing Address: PO Box 319 Xref ID: 350122-0-022-0006 Anacortes, WA 98221 Date System Finished: 8/29/11 toAwrAlo OF RECORD OSS Permit No. #SW11-0088 -AS-BL/IL T— Page 2- of 2 ,r Y K 5900$O.Tu. RESERVE AREA '� O* i e c2'' ✓ ' � r-- -4 fRF-NCI ES 3'W.X 50'L. rc r s e R.V e 1 —''L uS,NG G2AvE c.c.Sss cttitm e eras. a p,a< - A KE.A 900 r' --� "�- ! rNSf ecrtON POttTS jr EACH _ - ' .....- .c �` EMD OF E, HH TR eA1CH• 000.00011111111111110111111111111111311 Th`a,c, `'t COW YEN77of4AL -62kVtry SYSTEM p-I* =-.-- 1 1 x 011`, > f5. 4"Pvc.' 3rs&4 FR.o 1 1 IN tlauSE 'ro sePt tc rA K) /D`$QX 4 TRt¢NC.tl€$ = �v /,25o 1 4L. 54PTtG rtAtk• \ Qt i Q [---19,4GtEAM-oar3/! 'S Q 0 kki 3OA Rouse .a. ICINDER < CON sr. '4 t l 4 a- T--- ,....= 114___________' / W ao _ O r urruri.5s -.--- -- N.t!. INSTALLED SY KELLEY CONSTRUCTION,360 293-2941 em THIS IS NOT A SURVEY-FEATURES SHOWN APPROXIMATE 0 15 30 COMPASS HEADINGS SHOWN ARE DEGLINATIONCORRECTFII. 1" = 30' Site,design and construction requirements not specifically mentioned herein shall conform to applicable State and County standards. SEPTIC DESIGN SERVICES, I N C. Gary R. Smith,State Certified Septic Designer P.O. Box 351 Anacortes,WA 98221 phone&fax 360-293-3085 CO ,g"G?, Skagit County Planning &Permit Center Date,S1amp 1800 Continental Place•Mount Vernon,WA 98273 �1 r `95H, .ces Inspections(360)336-9306•Office(360)336-9410•Fax (360)336-9416 Legal Lot... Fee Critical Areas $ Do Not Write Above This Line For Office Use Only Any person may appeal a determination by the staff or request a waiver from the requirements found in Ordinance#10136(Skagit County Code, Chapter 12.04). See Section 12.04.110 for details. Owner orkge-n—N Signa .' - e Date j Application Property Owner(last,first, m.i.) per Assessor 5/6/11 Phone# (360) Weldon/Dearing/Troxell/et al applicant: Strandberg Construction 293-7431 Mailing Address Zip Code 902 8th St. Anacortes, WA 98221 Assessor's Account Number(s) P-Number Sec/Twp/Rge 350122-0-022-0006 P31656 22/35/01 Existing Plat Name or No. Lot# Lot Size(acres) n/a --- 0.33 +/- Location and/or Site Address S.W.corner of Oakes Ave. & Channel View Lane Anacortes Site Evaluator!Phone#(360) Designer/Phone #(360) Contractor's# Gary R. Smith 293-3085 Gary R. Smith 293-3085 GARYSM**DSGN Any previous site evaluations/ Name or Project File? What year was work designs for this site? ___ done? None known --- --- PERMIT X Site Evaluation&Design Design Only _ Site Evaluation only TYPE SITE X Existing Lot Proposed Lot EVALUATION: DESIGN X New Design Redesign Repair STATUS No Design submitted Table 9 Repair _ Renewal DESIGN X Conuentional _ Pressurized _ Mound TYPE: — SandFilter _ Aerobic/Mound Sand-lined Trench _ Aerobic _ Aerobic/Drip _ Other,Describe: Residential Non-Residential-Recreational SYSTEM 3 #of bedrooms _ #of occupants USE 120 gal/day/bdrm _ gal/day/occupant 360 total daily flow total daily flow Page 1 of 2 Tracking Permit Weldon/bearing/Troxell et al applicant: Strandberg Construction (Print Last Name, First above this line) Proposed Plat Name or No.? Proposed Plat Short Plat(2-4 lots) Review Long Plat(5 or more lots) Lot Size(acres) Lot# of lots. Do Not Write Below This Line For Office Use Only — NOTES: INSPECTIONS: Site Design Evaluation / Review Soil/Site Above/below Preparation / Grnd Devices Open Trenches / Pressure Test Self-Inspection / Installed as Designed Final Inspection / Page 2 of 2 • Skagit County Assessor's Parcel Search 4/21/11 11:29 PM ( 1124N1'1PDE?"61) 17G' Skagit County Assessor Parcel Details /3 Parcel Number XreflD Quarter Section Township Range P31656 350122-0-022-0006 03 22 35 01 Owner Information Site Address(es) Location Map WELDON FAYE/DEARING TAMARA ETAL&TROXELL CHANNEL VIEW LN Locate this Parcel on Nap ADAM/AGUILAR LEAH OAKES Ave.. Assessor's Parcel Map: PDF 3661 TERRAMORE DR I DWF MELBOURNE, FL 32940 ANACORTES, WA 98221 2010 Values for 2011 Taxes Sale Information 2011 Property Tax Summary Building Market Value $.00 Deed Type QUIT CLAIM DEED 2011 Taxable Value $152,600.00 Land Market Value +$152,600.00 Sale Date 6/30/2000 General Taxes $1,326.44 Total Market Value $152,600.00 Sale Price $.00 Special Assessments/Fees Assessed Value $152,600.00 View Sales History Total Taxes $1,326.44 Taxable Value $152,600.00 View Tax Statement View Value History Legal Description Definitions TAX 11AAA; THAT PORTION OF THE SE1/4 SW1/4 OF SEC 22, TWP 35, RNG 1 DESCRIBED AS FOLLOWS; BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SUBDIVISION THAT IS 283.34 FEET SOUTH 89-46-52 EAST OF THE SOUTHWEST CORNER THEREOF; THENCE NORTH 0-03-59 EAST A DISTANCE OF 188.41 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE NORTH 0-03-59 EAST A DISTANCE OF 160.24 FEET, MORE OR LESS, TO THE SOUTH LINE OF OAKES AVENUE; THENCE NORTHEASTERLY ALONG SAID OAKES AVENUE A DISTANCE OF 125.91 FEET, THENCE SOUTH 0-03-59 WEST A DISTANCE OF 181.20 FEET; THENCE SOUTH 77-24-13 WEST 119.57 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE FOLLOWING DESCRIBED TRACT; BEGINNING AT A POINT ON THE WEST LINE OF THE SE1/4 SW1/4 OF SEC 22, TWP 35, RNG 1 THAT IS 124 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE NORTH '77-24-13 EAST A DISTANCE OF 409.98 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0-30-59 EAST 181.2 FEET, MORE OR LESS, TO THE SOUTH LINE OF OAKES AVENUE; THENCE SOUTHWESTERLY ALONG SAID SOUTH LINE 32.54 FEET; THENCE SOUTH TO A POINT THAT IS SOUTH 77-24-13 WEST A DISTANCE OF 30.62 FEET FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 77-24- 13 EAST A DISTANCE OF 30.62 FEET TO THE TRUE POINT OF BEGINNING Land Use (111) HOUSEHOLD, SFR, INSIDE CITY WAC 458-53-030 Neighborhood (21ASKY)ANACORTES SKYLINE VIEW RESIDENTIAL Utilities PWR-U,WTR-P,SEP Septic Information Levy Code 0900 Foundation City District Anacortes Construction Style School District SD103 Exterior Walls Fire District Roof Style Year Built Roof Covering Acres 0.33 Floor Construction http://www.skagkcounty.net/Assessor/Applications/ParcelSearch/Asp/Results.asp?prn=1&st=parcelid&sv=P31656&pn=1 Page 1 of 2 &,..s. ;'.1 .-.(2-+'t ,AI '-'1..:9C )VP EAC1A.1/G(Ti2 \te.--LL- ... 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A72002,020SOMS --"- tA.1 I Z i ..-- i....1 / rt<>523 8/P )f,Z\N 4. 47 I 1 PI11763 E57001 1 I Sk2-lo o 4 i 4 P31663 SURVEY}, Z I I S / P105265- AF 200267120127 i> P185771 I PS OE ! i -------j -) I 1 6 46 I I 75E132 I ____.---:11---- 11/ , .I [ ---- ---- L....................."°"......6'''''''''AN7,,,,........ . i . ,-_ 45 ,.............,...,1 - 1 I 0 g/P /41-.1.1A-29-0(.32 i - ,- P81701 I SURVEY I I n- B n- A 1 Aq#R106040001 I i PI D5270 P100479 V 9 I 8 I 7 I sminiam...... .....:=.1........13)e2 ..1..z........., ...L......:::::...........„5131 I I I I i P105269 I I 44 No5268 1 1100267 1.105246 I P10700 '-- -- 0 ADD 12-ESS - ---.- .-. 5,k/Ai C-C'RISE/2",. OC (34V-E5 AvE, 4 ' D "* (l'Et- Vie_w_ 1-k. i Per Assessor 5/6/11 Date on site: 04/22/11 Owner: Weldon/Dearing/Troxel/et al Time on site: 10:00 a.m. Applicant: Strandberg Construction Parcel No. P31656 SCS: #25 Catla Gravelley Fine Sandy Loam )(ref ID: 350122-0-022-0006 SOIL TYPE: 4 Permit#SW11-Oa%c3 Page of SOIL LOG 1 SOIL LOG 2 Q to inches dk br Lo. FiRt$ 2 to 1Q inches dk br Lo. FiRts to 21 inches CI Lo. motts 1$to 24 inches CI Lo. motts 21 to 44 inches _ 24 to 45.inches _ 44 to 5.2 inches _ 45 to EzQ inches _ Anticipated Water Table 62"+ Anticipated Water Table 60"+ SOIL LOG 3 SOIL LOG 4 Q to Sz inches dk br Lo. FiRt* Q to .$inches dk br Lo. FiRts 12 to 1$inches CI Lo. motts $to 1Z inches CI Lo. rrtotts 1$to 35 inches _ 1 TL to 42 inches _ 35 to 6.2 inches _ 42 to 0,1 inches _ Anticipated Water Table 60"+ Anticipated Water Table 63"+ RECOMMENDED RATE OF WASTEWATER APPLICATION: 0.6 GAL./SQ.FT./DAY© 12" at downslope side of trench NOTE: MUST BE INSTALLED WHEN SOIL IS DRY. RECOMMENDED OSS TYPE: GRAVELLESS GRAVITY TRENCHES MINIMUM VERTICAL SEPARATION: 36" VEGETATION: GRASSY SEWER MAIN CLOSER THAN 200'? YES* WATER SOURCE: CITY OF ANANCORTES TANKS TO BE SEALED? SURFACE WATER CLOSER THAN 200'7 tJQ. *CITY FORCE MAIN NEARBY - NO CITY SERVICE AVAILABLE* KEY TO ABBREVIATIONS. Lo =Loam Gr =Gravelly dk =dark Sa =Sand Vy =Very tt =light CI =Clay Fi =Fine br =brown Si =Silt Me =Medium to =tan Rts =Roots Co =Course rd =red FiRts =Fine Roots Ex =Extremely or =orange motts =mottling cobbs =cobbles gr =gray orgs =organics bl =blue blk =black DO NOT COMPACT OR DISTURB SOIL.IN DESIGNATED AREA OF DRAINFIELD OR RESERVE BEFORE, DURING, OR AFTER INSTALLATION OF SYSTEM. NO STACKING OF CONSTRUCTION MATERIALS, NO BURN PILES, NO VEHICULAR TRAFFIC, NO CONCRETE WASHOUT. Site,design and construction requirements not specifically mentioned herein shall conform to applicable State and County standards SEPTIC DESIGN SERVICES, I N C. Gary R.Smith,State Certified Septic Designer P.O.Box 351 Anacortes,WA 98221 phone&fax 360-293-3085 • • r---.....-.-..------ . DESIGN Applicant: Strandberg Construction 3 Bedroom x 120 GPD= 360 GPD total flow Owner. Weldon/Dearing/Troxell et al 360 GPD @ 0.6 gal/sq.ft. = 600 sq.ft. Parcel No. P31656 Graveness Gravity Trenches Xref ID: 350122-0-022-0006 INSTALL 1250 gal. Septic Tank 4Trenches 3'W.xari.,x 12"D. Permit#SWit-OOgc Page of 3 CHANNEL DR.@ OAKES AVE. ANACORTES ,� vELVOW SutZVtY ' r~au>1 s� t�! e_____--2%" pAvcME1.11-. 4 ~ /' t, -v .-- y' �zi . ,r,,►1 — ,- - ' 12E5ERYE. AAA M'NII-tEA R v E 96o 5 .ct P.W(ortc.Y PE use ��E• 10. �)-s E A ' wl;�► �,��4� Dls�o ,e.�. Es W moo, P I >-. 4 OPT s«Kr '< ,T145pEcn m 1:X-RcpkT Er-19 OF GAcH,r-. Fount) - ._. of ) �--- 4„ PVC- ##3,34 --Z.- 'r 3 t4-d s RAV E LC S c�A BE D. -5LZ' SL3- al 3 ( 5 'DiSTR• TjoX --'ti.- f,, f25U CAL . •4 /QQ�MtNIMuM 1._ s SETTIG TA/.ikL� .. y .J f o/.4 � GauTtON: t�TtLt TIE S PLO�(G. DR��wRY. f-fdU.SE'- /�' �STA`( 1c.)'',awAY /IZnM U7/4.f7/ES. CLEA.-our Ar 1 .o N,�!- �v I- 4`pv� 1*�34 Z--" r J t St - ' �1 3• ArtQ oc' SL Ro f5EP I 1, 13-3R E-1c3LA,SE ` W I 41 I ii" . t = +t v --'--No►)-EXCLtAS1ve ~ - /'- . 'EASEMENT' CC FOR RX:NA D AI-JD n �� , UTILITIES 1y AS SµpylN o►J Z ------- S(-ARNI EY. - I l!9�r% NOT ALL DETAILS SHOWN ON THIS PAGE. THIS IS NOT A SURVEY-FEATURES SHOWN APPROXIMATE 0 15 30 WATER SOURCE:CITY OF ANACORTES 1" = 30' Site,design and construction requirements not specifically mentioned herein shall conform to applicable State and County standards. SEPTIC DESIGN SERVICES, I N C. Gary R.Smith,State Certified Septic Designer P.O.Box 351 Anacortes,WA 98221 phone&fax 360-293-3085 . It is required that the access ports be Applicant Strandberg Construction at or slightly above ground level. Parcel No. P31656 1,250 gal. Septic Tana cross section Xref ID 35O1 22-Q-Q22-0006 Designer. TANK DIMENSIONS: 99"L. x 80"W. x 64"H. + risers , Inlet at 54"; Outlet at 52" / l Page 7 of 13 NOT DRAWN TO SCALE Inspection/Access Ports / '''.-------........„...,....„..111.. Finished ? ade .44--- Riser ` �-- Liquid Level -Pr Inlet �`- e r � f'7-Tf-r�� .-. e . e e T.V::- `•': E'•; %*r.1r>>l.r�r�rLr�rsr�r sr>>tir1...V10r1r1r r Ira .. .-- A% •'-., - �`x Tank outlet 4" PVC#3034 Scum Layer •%,`.1,.•,' r - r=.,- , ,,;- Note:It Is required to use an ti — �/ ;,'-: effluent filter in the outlet tee 54" Outlet of the septic tank. �'2 1st Compartment .., Tee not Qa ..rfii .grar. required. ..1 2nd Compartment -Tanks must be watertight to a level above any possible seasonal ground water. Leak testing may be required. -Each compartment must have a 20-minimum diameter,water tight,secured(bolts or equivalent)access riser which extends to the ground surface. Riser lids should have air-tight gaskets to eliminate odors. -Effluent fitter on outlet of tank is recommended and must have a cap on the top of the outlet tee pipe. -Tanks must be designed and constructed in compliance with the Wash. St. On-Site Sewage System Regulations and Dept. of Health's Design and Construction Standards. Inspection/Access Port- Tanks must be 5' minimum from Must be water tight and foundations and property lines. secured with bolts. � Finished i --i Access lids to be at or slightly i Riser above finished grade using risers to help seal tank. Slope grade away Amiamagimmagagagai from tanks. Cap — Keep all ground water, downspout Outlet Tee • water or runoff away from tank and MIN c outlet all other Components of the system. Wash DO filter Effluent Filter �: at (east once a.yea r. (required- 4"PVC#3034 clean once per year) Site design and construction require :nts not specifically mentioned herein shalt conform to applicable County and State standards. SEPTIC DESIGN SERVICES, I N C. Gary R. Smith, Certified Septic Designer P.O. Box 351 Anacortes, WA 98221 (360) 293-3085 drawings are copyrighted© 4Q ,Jt i c..3't1 5r,74iuX36- 6 Cv;t(S7',2, Parcel No. i (65 C; Acct. No. Designe f _. Page S./_of /3 • USE a 1SoO -iL-TES. IN ouTt T TEE O Cr , TAi-sv__. <CL.i=A. F t L'TE2- AT LEAST 0.0 ce E 2 ye.-A 2 . • f ' . ..19dE3:0 ]F ]L _ Filters . C )i 1 tr)-e rfc rm Ail C. )th e r s ! -°` A100 and 300 A1800 LOWER COST: ,.1 Lower cost than any other filter or screen. ® , t ur saw* �A , .® our m.ro.o. FINER FILTRATION: 61 Lineal feet of 1/16 filtration. ® - rstw. EASIER INSTALLATION: -Fits any 4"outlet T 6,pipe. I-,ans. - - s. I FLOW RATE: - 800 GPD O1 _� _ ��i-r r.� ��s I eb°. BETTER PROTECTION: 198 Lineal feet of 1/16",filtration. Flier� EASIER'TO SERVICE: Reusable cartridge removes easily for cleaning. NEW - - Isar PROVEN EI-I'taCTIVE: 30 years of successful performance. Ill 'U.S.Patent 5,382,357 - FLOW RATE: 3,000 GPD U.S.Patent.4,710,295 - B 4, • Ley_i I00's OF APPLICATIONS: Filters grease,hair,lint,flour,wastewater and more. d i VERY BEST FILTRATION: 205 Lineal feet of 1/32".filtration. `y €_`. 'HIGHEST'EFFICIENCY: Removes up to 90%grease 6t solids and 45%BOD. `"� t \y FLOW RATE: 3,000 GPO 1-800-221_5 742 Site,design and construction requirements not specifically mentioned herein shall conform to applicable state and county standards. GRAVITY DISTRIBUTION Applicant Strandberg Construction 4 Trench Gravity Fed Parcel No. P31656 Xref IQ 350122-0-022-0006 Designer-/� r, �. not drawn to scale Page of L . 3'between edges min. Spec. 1. 4 Trenches @ 3'W. x 501. x 12"D. 0 • 2. Space trenches 3 'min. between edges. 3. Use gravelless chambers i n each trench. 4. Chamber end caps, not shown,to be used. Inspection port at trench ends. Art 18% 5 L O P Pt 4 Trenches 3'W.x 50'L.x 12"D., 3'between trench edges min., (End caps not shown) .�--- Edge of Gravelless Chamber. End caps not shown on gravelless chambers must 3'-- — 3' -7r be used. 4"PVC#3034 Distr.pipe, Layout shown approx. Capped Inspection Port Distribution Box .c; O • 0 411.111 . ♦•+ • • / • / • • • • / / / / r • / r / • • e r / r r r 4"PVC#3034 '♦'♦'♦'�♦'♦'♦'♦'♦'♦'♦'♦'♦`♦'♦'♦'♦'♦'i♦'ti♦'♦'♦'i ti♦+'♦'ti♦'i♦'s♦'N'..'♦'♦1 from Septic Tank. Site, design and construction requirements not specifically mentioned herein shall conform to applicable County and State standards. SEPTIC DESIGN SERVICES, INC. Gary R. Smith, Certified Septic Designer P.O. Box 351 Anacortes, WA 98221 * (360) 293-3085 drawings are copyrighted TRENCH CROSS-SECTION Applicant- Strandberg Construction NOT DRAWN TO SCALE 12"P. Parcel No. P31656 Xref ID 3501 22-0-022-0006 e Designer. -r..-, L 4"Capped inspection port at end of each - j trench through top of infiltrator chamber. Page/e) of r3 1 ..._102SLOP_ '>:::`'; .::::a,;: i;< V ii: : : > Attach with screws. NATIVE Chamber Unit SOIL Void Space--- ._ 4"PVC ti htline from septic / 18 30TTOM OF TRENCH TO 3E LEVEL tank into end plate at beginning of chamber unit. / 36" 60" i Notes- -Cover soil must be sandy loam 6 "deep at al I points above chamber and tapering out to a 5 'toe on the downslope side. -Use 4"PVC#3 034 transport pipe from distribution box into end of each chamber. -Inspection ports must: ...be at end of each trench. .-.extend to at least the finished grade. ...provide visual access to the interior of the chamber and infiltrative surface at trench bottom. ...be firmly anchored so as to prohibit unauthorized removal. -Vehicular and livestock traffic over drainfield area or tank shall be prohibited. -The ground surface must be covered with grass seed as soon as possible after completion of installation. Use of sod is not recommended. -End walls must be used with chambers at the ends of each trench. -Assure that no surface water collects on the drainfield site or runs into the area from another location such as downspouts. -Graveiless drainfields shall be inspected after two years of installation, five years, and eight years,then i n response to complaints o r problems. Site,design and construction requirements not specifically mentioned herein shall conform to applicable County and State standards. SEPTIC DESIGN S E R V I C E S , INC. Gary R. Smith, Certified Septic Designer P.O,Box 351 Anacortes, WA 98221 * (360) 293-3085 drawings are copyrighted Applicant Strandberg Construction Parcel No. P31656 at end of each trench Xref JD 350122-0-022-0006 (fig. 8) ' • Designer 7( _----, PE__ Page Le,,of 1,..3 C . 4" or 6"INC ripe , . . :::. Gravets Chamber W al) iv,„..."7" : ...':le .:::!':..:..: .:: .... ...:..... 1'..':sl.1..::. / / 'I Sandy Loam Cover Soil (original 5011 okay) .,"/ ;:• -:. .. :- ..: : .::.: :.: '.... : 4 .i, 4"or 6"INC to provide visual IP -'''-••.- •• ' ••'•'.'' .''. access. Secure — Void Space created by to chami2er with Gravelieeo Chamber screws. , fe," i,e(i/nacify ///// ' 4"Vis°tr3.54ofxr6m Important: -Bottom of trench must be level. Site,design and construction requirements not specifically mentioned herein shall conform to applicable County and State standards. SEPTIC DESIGN SERVICES, INC. Gary R. Smith, Certified Septic Designer P.O. Box 351 Anacortes, WA 98221 * (360) 293-3085 drawings are copyrighted0 IJ/uick4'm STANDARD CHAMBER 52' Quick4 Standard Chamber 4 (EFFECTIVE LENGTH) 6 _ b h f s =a ins �� �� g- M �0 IA ME is mu BRIE as E ll®o Ea E f II a ®LIAM min s tnsin®r f -nom 34" SIDE VIEW SECTION VIEW MultiPort End Cap •-- -- ... i IILLi.,. � - 16' �IIj'I�--'' 34' SIDE VIEW TOP VIEW FRONT VIEW Qu>Ek4 Standard_ChamberNoininal Specifications; MultiP;art End Cap Nominal Specifications Si/E( Y.LxH) _` _34 x52 x 12 Sii(W xLx H); 4 x 16 ,28_; Efleative�LEngth .i Invert°:Helgfit or,f 25"; ;Invert I I fight ; : SITE, DESIGN AND CONSTRUCTION -®- .tvS'- ',4=i."-"j.At- -" REQUIREMENTS NOT SPECIFICALLY MENTIONED HEREIN SHALL CONFORM TO APPLICABLE COUNTY AND STATE ,N FI LTRATO R ® STANDARDS. SYSTEMS INC Environmental Onsite Wastewater Solutions' is 5!&4,l`2 66 C-6,JS774 Parcel No. ?JIBS Xref ID ( i , Designer: (___ __,i ,.... Page fa_-_of Owner- Strandberg Construction Parcel No P 316 5 6 INSTALLATION INSPECTION Xref ID: 350122-0-022-0006 Designer: „6„...._ , . Page 13 of /3 Skagit County Code 12.05.150 (2007) (1) Refer to WAC 246-272A-0260. (2) The person responsible for the construction inspections shall assure the OSS meets the approved design. ( 3) The OSS designer shall be responsible for inspecting the final construction and assuring the CGS meets the approved OSS design, except gravity systems may be inspected by a person responsible other than the OSS designer. (Ord. 020070010 (part): Ord. 16438 (part), 1997 Washington Administrative Code (WAC) 246-272A-0260 (1) For all activities requiring a permit, the local health officer shall: (a) Visit the CGS site during the site evaluation, construction, or final construction inspection inspection; (b) Either inspect the OSS before cover or allow the designer of the CGS to perform the inception before cover if the designer is not also named installer of the system. (c) Keep the record drawings on file,with the approved design documents. (2) The person responsible for the final construction inspection shall assure the OSS meets the approved design. SKAGIT COUNTY WANTS INSTALLERS TO NOTIFY DESIGNERS OF INSTALLATION START-UP. INSTALLERS MUST CONTACT DESIGNER 24 HOURS MINIMUM BEFORE BEGINNING AND 24 HOURS MINIMUM BEFORE REQUESTING PRESSURE AND/OR FINAL INSPECTIONS. THE DESIGNER THEN CALLS THE COUNTY OF THIS NOTIFICATION TO ARRANGE INSPECTION TIMES. - I t is the responsibility of the property owner to correctly operate and maintain the septic system. -Designers and installers are not responsible for abuse and misuse of the septic system, undisclosed circumstances, or natural occurrences of nature that may cause a system failure. Site,design and construction requirements not specifically mentioned herein shall conform to applicable state and county standards. SEPTIC DESIGN SERVICES, INC. Gary R. Smith, Certified Septic Designer P.O. Box 351 Anacortes, WA 98221 (360) 293-3085 drawings are copyrighted q. EmE (SRZO OAKES AV EDGE OF AneA .S.P-W SUMMAny r ' ^a ./� e' !""'�7E�R MAIN '125 1111k Eck L N38'11" E 13 2G S. coy ApeAs1s67N 72 '61 640 N% r07ALunNe 570 s>= e, -1 Lor ca,atAse ' A 41 N 72 38,11" E 97_4a __ - - '- lianiiiiplaraii roTLOTS eu1LD1►� TICNS sss2 sR c oAAA_ (sp.) ARgA � E _ m�_l,�r _. 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