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BLD-2006-0438 - GRADING
f�f 1 i� ��y 0622004-1 0006 08 j08 !200 ,� Jj l.UftiVIJG 002 T Fermi t Fees 007064 $258.25 �T X' 4 ::. City of Anacortes Permit#: BLD-2006-0438 904 6th Street Issue date: 08/08/2006 P.O.Box 547 Expire date: 08/08/2007 ' ` Anacortes, WA 98221-0547 eck (360) 293-1901 Job Address: 9383 PADILLA HEIGHTS RD Permit Type: Grading Permit ANACORTES WA 98221-9301 Project: APN: P19721 Remarks: General site grading approx. 1,600 cubic yards. Owner: JOHN CHILDS Contractor: Address: 809 33RD ST Address: ANACORTES WA 98221-3408 Phone: Phone: License#: General Information: Fees: CUBIC_YARDS 1600 Grading Plan Review Fee 49.25 Grade and Fill 209.00 Total Calculated: 258.25 Deposits/Receipts: 0.00 Total Due: 258.25 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 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY ANACOATES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360)293-1901 �v P.O.BOX 547,ANACORTES, WA 98221-0547 FAX (360) 293-1938 r,4j, 1891 ,w� IAN MUNCE,DIRECTOR • EDWIN(RANK, BUILDING OFFICIAL • Email:ed@cityofanacortes.org 4 Co3 . January 28th, 2005 Mr. John L. Childs Simply Yards 809 33rd Street Anacortes, Wa. Re: Simply Yards Grade and Fill 9383 Padilla Hts. Rd. Anacortes, WA. Dear Mr. Childs, We have completed the review for the proposed grade and fill activity at 9383 Padilla Hts. Rd. and the permit can be issued with t e following clarifications. 1. The proposed parking area, drivew..y(and fire apparatus access turnaround shall be paved per AMC Section 17.46.''440. The paving will need to be completed prior to occupancy of the structure. SE A Facts and Findings number 3 2. Padilla Heights road frontage i .rovements will need to be completed prior to occupancy of the structure. Inc ding all required utility extensions. SEPA Facts and Findings number 4 and 5. For your convenience we have atta,hed a copy of the SEPA findings and if you have any questions please feel free to conta. me at 360.293.1901. Sincerely, Don Measamer Senior Plans Examiner ®� ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 P.O.BOX 547, ANACORTES, WA 98221-0547 FAX (360) 293-1938 ,�. 1891 ,r IAN MUNCE, DIRECTOR • EDWIN FRANK, BUILDING OFFICIAL • Email:ed@cityofanacortes.org January 28th, 2005 Mr. John L. Childs Simply Yards 809 33rd Street Anacortes, Wa. Re: Simply Yards Grade and Fill 9383 Padilla Hts. Rd. Anacortes, WA. Dear Mr. Childs, We have completed the review for the proposed grade and fill activity at 9383 Padilla Hts. Rd. and the permit can be issued with the following clarifications. 1. The proposed parking area, driveway(and fire apparatus access turnaround shall be paved per AMC Section 17.46.040. The paving will need to be completed prior to occupancy of the structure. SEPA Facts and Findings number 3 2. Padilla Heights road frontage improvements will need to be completed prior to occupancy of the structure. Including all required utility extensions. SEPA Facts and Findings number 4 and 5. For your convenience we have attached a copy of the SEPA findings and if you have any questions please feel free to contact me at 360.293.1901. Sincerely, Don Measamer Senior Plans Examiner Y 04, CITY OF ANACORTES GRADE AND FILL PERMIT APPLICATION Owner Information Site Address: 3 SS PAD l LLH HE(GI-ITS RD Date: 8 A 4 Applicant/Owner's Name: J 0l N CM L D$ Mailing Address: 909 33 sr City: >'-t f i AC0 R 11:-S State: Lurl Zip: ' 221 Phone: 2 9 - s 4:5 Legal Description of Proposed Site: Lot: Block: Addition: Parcel No.: 1 I f 5-8 7 Contractor Information Contractor's Name: TO E E \)E T E P,P\l D Mailing Address: City: State: Zip: Phone: Contractors License No.: Expiration Date: Describe work to be performed: (W F P-- SITE GRADIJ -Ft) N.L©l) i)FUELOPEfl 1S AS COMMEICIAL 'UU W.;EkAvirrt A) oil) SIDE MATFkJAG vita_ 8E ?q-ACE) ,AioM- WEST St9C of Pi oPER`EY As RACKF(LL OR E OL.ofry FLOCK RCTAoPIA)6 (WALL_ NO AD.IO{N)AJ6- PA) F1.0)JrA6-E iM?gOu1 MF,UrS ARC' PLAA4U P Quantities of export&import material(cubic yards) -94`3 o 4S C l{1316 YD5, C Of 5 802.4 CUBIC YDS, FILL. Check List: Yes No Not Applicable Approved Land Use Permit ❑ II SEPA (over 500 cubic yards) g ❑ ❑ Other Agency Permits (if required) 67,50) - ❑/(� ❑ C 2 Fees 37(row 1'FuteW 3� * `)) 1 9+ J(� {' 7' a 231.Sr� (loo,. C843 reu-tv..�.' eu,Lq5, &RAO04 , ti I,hereby certify that I ave read and examined this application and the City of Anacortes Grading Standards. Performance of the propos work sh follow all applicable laws and regulations.The owner/applicant shall assume full and complete responsi 'ty for s ork and shall be responsible for the acquisition and compliance of all applicable permits and/or autho tions,w ' y include,but are not limited to,WSDW Hydraulic Project Approval(HPA),WSDOE Notice of Intennt 0 ,an C of Engineers Fill Permits,the requirements of the Endangered Species Act,and the Forest Practices Application ) 9 Date: /Id t Applicant k.: Date: Building Department f + * * * * * * * * `** * " * * * * * * * : : : : : **44 * * * ; * * * * * * * * DUPLICATE DUPLICATE DUPLICATE DUPLICATE : * * * * * * * * = * * * *** * * * * * * * * * * * * * **4* * S4 CITY OF Anacortes CITY OF Anacortes Finance Department Finance Department City Hall City Hall Anacortes , WA 98221 Anacortes , WA 98221 ( 360 ) 293 - 19f f 900 ) 03213 C MD Aug 25 , 2004 9004 1 Ili.I �{ V \J ) 1 1 111 V/ { 1 1 l/ M , 1 • v. d H y : 2 1 PM . 1 1 1 ' - 1 - _ , . . , . .,. .0 „re• T 'f` 1 1, ^ ?i ' 1 ' + 'I. . %1 cpr %1 ' "1' ' 1 ' 1 ' * *** *4 * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * s t 8000 / PERMIT FEES 8000 / PERMIT FEES Ref # : PADIL. LA HEIGHTS Ref # : PADILLA HEIGHTS Fee Amount : $ 200 , 00 Fee Amount : $ 200 , 00 Receipt Total = $ 200 , 00 Receipt Total = $ 200 , 00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 4 * * * * fir• * 44: * * * * * * • * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * Payment Data : Payment Data : Rut : 1 Pec tt : 1 Payer : SIMPLY YARDS Payer : SIMPLY YARDS Method : OK Method : OK Ref # : 18731 Ref # : 18731 Amount e 8200 , 00 Amount m $ 200 . 00 * * * * * * * * * * * * * * * * * * * * * * * * : * * * * * * * * * * * * * * s * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * _ Receipt Summary Receipt Summary Total Tendered = $ 200 . 00 Total Tendered $ 200 . 00) Receipt Total = $ 200 . 00 Receipt Total = $ 200 , 00 Change Due $ 0 . 00 Change Due = $ 0 . 00 THANK YOU ! ! THANK YOU ! ! Working together to serve you better Working together to serve you better * * * * * * * * * * * * * * * * * * * ' * • * * * * * * * ; :}** ** * * * * * * * * * ** * * * * * * * * * 44 * * * * * 1' * ** * ** * * * * * * DUPLICATE DUPLICATE DUPLICATE DUPLICATE • • • :',.• : • . . - .. . . • : :-. • .•. - . . . -.- •. . . . ... •. . •.•. .2:: 2s....... . . . . . ' ' • • • : ' ' • • • — - • - , :. -. ..:.,3v:- .c.:g. . W.: ,‘, ......i • -..:•?..y.,,...‘:... .. ..„.. •••. . . - ..... . • - 1•:'. ..*. t. . . • ...........:......t.nt-::::::4:::.::., . -: ...c . . . . . .#.4„.„1. . ... .... . . • {. . . . . ..• . . .. .. . • • •••::: . t 'fVes,•:%. ..... '-Cit.. 4C • • . - • . . ... . . . . . . . . . . . .. . . . . . ... . . . V X l• 4-me .. Die Edit Record Navigate Form Reports Format Tab Help •. . . . . . . . . . . . . . . . . ,.. . . . . . . . . . . . . . . • : • . . . . . . . . . . . . . . . . . . . . „ .).. . . . • . • . . .. . . . . .46 • . '6 • • $.1 •••..... 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" " • ' - I?: • .. . ... . . . ...... . . . . .. . . . . . .... ... . . . . • • .. . . . .... . . . . . . :2 :4 :',.:• < 0=1 . . i - - : ' - .'"-• . . . . . ... . . . • ... . .. . . . .. . ...,. . .... .„. . . ...... „ ..... .. . . . . . . • - . . . . . . . . • - • - ..... . . .. . . .. •• . .4 i; .-.2.... . • • • • • - . . . 1 - • • . . . • . • ' • • • . . . . . - • - 1 22 2 . . . .. . . . . . . .. . . . . . . 1 ..4• • . • • - - - • - - • - - - • • . . . . . . .... . . . 6 • . Main -Routing Status . ' Fee Summary :.:. Actions . 1 Routing 1 :: : : : : . . . . .. .. .... . . . . . . . . . .. . . . . . . . .. . . . . • • • .. • . . . . . . . . .. .. . . . . . . . . . . . : ..:......... „ ..„ . ... ff:' •••••••r. : - -. • . '...::. • • , - " . . . .. . . . . . . . . . • " " . I: • - . - " • - " - . ' " . ' ii::.• . . . . . . . . . . . . . : . . . . . . .. . . . .. .. . . . . . 1 '.. . .:..............555...•..C.....V.•ThWenn..55Av.e.55•555.enetykr:enre.N..V.Net.5....A.V.V.V...515...V.555Y.....W......e.W.V.V.A.AW•11545..V.A4W.AYMW.5%..55•55.5...W.W.W.......W.41Y.v.v..e.v..v.v...55%.5%5 Ca ed.Y.55W.11.5V.W.W........0.1.•%.0.15.55.W5555.....5.en555V...5%15..........WWW.A.V.V.A...C.W...".WOWN‘inweeeen.W•NSWWWWWWV.A.4 .0.1.W.V.W.Wirec.WWW.V.W.WW•15.0.WeenSWA<NI. 51. V. }}1..i.A.A:MA.V.V.W.V.I.wiAAA..5.4%.•••4WWW•Wee...V55V...W.V.....V.V.A.V.A.N.....%%•••••••%V.V. -: 4P A • . . . • . i t.:.. . 0 i reekentWeev..159.1.1V.V56 ivvaviora i•nvon'w vecreywnworreM1 enern•A'AwAsynyawAnn '44:+:44+7.4444/044•41•40:4444444•Nwo...V.44taAii‘X4-1:•:,;::iiiii•N•Niriotti,:tiiii*Ni*:44+:44ii• ii,:•:":4444-a*Nlytiii+Wo:riNick:SCAM4iti4{44•4•Xv•veravkvivenvC4C.:4**Cii•••:-0•••:•X•4,740•4434•N*IX•X" . • . . . C i Permit it 10Lp -2006-0438 . . _. • ...,• . :,. . . . -0 4 • Address 9383. PADILLA HEIGHTS RD • ANAGOR T Es WA 98221 .9301 • (..1 . . . . . . . . . . • .......„....................................„.„..................v.....".v.cay..-........s.avw:Ni•••:“4-X-M-,:<<tiihcra.ti-t4+:••••:4A•441:-Nei44,944:3* I t.• . •:. . . . . . a . . . 1 • • 1 i . • :•.• Permit Type Permit . ... , . . • : /. 4 ki . . ....... —1 . ... . . . . . . • , . . • " . " . . ••• .4 1. S.!.. ... l'' '' ' N o . . :. :.,, , . _ 4 0 - • • t•-• - •:.: - . t '.. t :•., t A •'• .„ r•Cr •1 . .. . = . . :. l ••• ••• .„••....• •:r•:. . . .. 0 .:: 1. •• • . .•. :: :. • • $ ;. •: •..6 X •:: :: Total calculated ...1 "‹-.. . • ••• •':r•-;.. .:: :!,..1.•*:1"44,c. , . - ..: :::. .. 'IV•:•.... I„, ' (InitialFees) r 1-11 : ? .. e'r .t:41.;Clieenile, •SzUssfts% i '• .: . . .• • ..:,. . • - ` ••“,230.- • .,:aaraeran•m• : - . . .: •:. . . . .. ,• .::ii ' *. . -. • ...1 - : ..::: ...c 1 . . . . . C : lc" • .:. : 5 2 / :. < Total billed i r....„.............„....„..,,.. .:...,.:................,:.•\.%.•...a.............. . ..A . cf...ika..51(.1ASS51.3.1..A1...:51.1......W....1.1.5.5.......X..”.....a...5...a....‘3..a.A5Y,... ........A..)...A......S......5. 0. 00 (including adjustments) .., Total unbilled 1 258. 25 . .. • . • • . . . . t::. . . -7, • ... - • . • • • 0. 00 . (including adjustments) . , . . . %...: ... , . . . . 0 .:. -? Total penalty I .. .. . ::... .. . . . t.t. .. . . • ...... . 4........cct„,...x ::::is..........a..1„.... • „ ......, . . :: .. . .. . . . . . ..:: . . ... Total receipt 0. 00 (including adjustments) •, • . J.,: „..... . . • . psi -. x A • • • 2 • 2 .. • •.• 24 2 1 Total refunded I 0. 00 (including adjustments) . , ., . • . , . . . . .• , .. . ::.1 . . • •. . . . . . . ...„. . . . : . ed- - :: • • • • : 14: . • . ' ; . • . . -- . - . • . . . . . • •. •••:..a..S.C4:ii•dc4•.‘41:a:•%•..i.s....:>•:..kt.114...i.Cs••.v.:.:i:•::::..:4,..1.....:.,..w.:i v::•• . .1.4.;...)..4.4aaittils•i.C.V.ii.ik:31i•tAs:‘ “. • —ii.:•.•••••• ••.{..i:•;.•:.•-sieC:a>,iN.....1. •., • ''' . . , . ... ..., . . . • • . • • :Q•:: .e.- •• ' • ,:f•:.: •' • : . Billed balance 0. 00 Total balance 1 250. 25 . . .... .. „,.... • • • . . . ... • . . . . . • ,:.: . . „. . . . . .... . . .. . . a , ....,-...„...:-......„:„.4......„..4.„.....„-„, „ „4- . .... .::. . ,... t. ....,. • . „ • -- . . . . . - :., ... . ..". .t,„: , k Total advisory I . - ' .., 4 2 . ':::. •• -1 .. .' .. . . • ' '. . - . . . • • '4: f:.; • - . • . il 4 - : 22:•::::. 0 . . • ' . ,., • . . . - . . . . • , . . • 1 . . . : . 10 ‘ ) < . i ' .•' . . V • . % ...• :!1. •: . • . 1 ! . . I. . ; ifililii6)6iiiii*dili14.i.nid‘t• S. 1S744.3: d 2.1c4..“:4224.445.4kfai4C44.0., . . . ' A-2 . . . . . . . . • - .. • . . 12 • . . ... • - -- ', - ••• .• ' - • ,12 k.: • . Last bill date . . . . . • . .• • . ......t ic: . t.,:.:. • . •• . . . . .. . . „,::: . r„... .. . ...,. a • •„, , ,. ,.............„.€ i • , .'..1<. 0 . ..ti . L.? ',..f. vr , k.?•.: . . . - . -. . .. . : Last penalty date I . . . .. . . . . .. .. • , . - - •-•1.: : .. • :•:•;• QS- •:.. • "22, • k:. . •.; = IZ . . , . N. . 4.• .•. . .- . ). x . . • .. . - . . :1.1: 7:: DracA••• • • .. . . . . . . . . • . ,.. - . . . . . . .• . . . . . . . . . .. . l4 Page ••. .,:, . A .........4•••••.1.:Iil.r. 04.1.A”........“...... ... • . ..... A . - . . . Anstso.r•A.L...... .. . . . ... ..... rrt ........ • . • .•&... ". - .'k. . . . .. . .. . • • . ..“ •.. •••. A•. .• a . . . . . AZ.0 W .. A ..AA..“1., • \ A. . . ...4.4 . .••A• •• •. ka.4•a•mt••4•Awiaiaw•Ae•4e. •. ./4 "" ". _.....„".. "e_._....: _ . • .0' ' ..d::".÷.:..:Ce:C4`.":.4.0.‘...X`V.\:IrW.1‘17/..Kt:gfie:C.:V. %V.V...•C..1..:..l.........1.:.:..•' .:`ir,:"..*•:•.•;•••:1/4:CP.«•:.:•:"XiCienCO,Cii•X<Cd.:IX.Y.V.P.V4...C•:•:•X•:•:\Vi••••:{<4444.<1.0..C.X.:0C6X4•,>>:10%:.:44ACC. " :-:"..:-,“•X•f•X- OW "Y4e44441'.*:SAN,NASNS:W.4.444:+:•:4gVAAN•VV.)14•MS4I44.44•4:0:0•44:WT.\WS\ : :kWA•er: • - L--!:•:-.•.krFfp.t . ••••••71Pi•-• :f"fe”."" Y•2•%; . .... , . •• . . . .. . .. , . , . . • . . . . ' ' • • . •".• , .- . . . .. .,... .. . . . 2-j • 1-...-,-• . : ,: .` .. :. . -.' , . ., . . . , . . • . . . 2%.• "s 21 • i-x.,.•5":',2C- . ; • 2 - ' :, . • ': . t . f ', ''::.4k1X4:# •:::: ::: " "".i.:•:: ':. 2: .: - .. .4: ; •-- - t:;:::;,:: - ;,J.: :. -. .. . : - • - . - .,iscif . • . , • . . .. . -.. . •:-;•-• *.. :•s:•• .... " ' ••:. . .... .. . .- - %nes . L. -- .., . :• • ••••:.-..:.:*?:::• •,-•:..::: .•:. . .t' • • “: '•••• • 'lc- i'-- ... r ..:::“::,,b,:t•. : • ' - - . ts„„sS a:rau.“:5„.....,-... .. :-/- •t• - ' '. - . • . ' - • ' • — -— - - —- - - "I - - - - - - — - _ __ t.Y 9L,U1Z•,Lft Mitigated Determination of Nonsignificance - City of Anacortes Description of Proposal: Grade and Fill Permit: Prepare the 1.36-acre site for future construction of a service building/warehouse/maintenance building to support a nursery business. Proponent Simply Yards (John L. Childs) • Location of Proposal, including street address, if any: Generally, lying northerly of the northerly line of the County Road right-of-way commonly known as the Padilla Heights Road, E % of the SW ' of Section 3, Township 34 North, Range 2 East, Anacortes, Skagit County, Washington Lead Agency: City of Anacortes This lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment provided that the conditions set-out below are satisfied. Accordingly, an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed checklist and other information on file with the lead agency. This information is available to the public on request. 1. A temporary erosion and sedimentation control plan shall be developed by the applicant and implemented as required by city ordinance 2441. 2. Prior to grading or fill beginning both a Large Parcel Storm Water Plan and a Water Quality Plan, As required by City of Anacortes Storm Drainage Ordinance Number 2441, shall be prepared by the applicant, approved by the City of Anacortes Public Works Director, and implemented. 3. The proposed parking area and access driveway shall be surfaced to a standard comparable to the street serving the parking area as determined by the City of Anacortes Public Works Director and AMC Section 17.46.040. 4. Sanitary Sewer and Storm Water improvements shall be provided at the road frontage as required by the City of Anacortes Public Works Director. The required improvements may be waived until such time as a building permit is issued for a structure on site. 5. Padilla Heights road improvements shall be provided as required by the City of Anacortes Public Works Director and city ordinances. Improvements may include sidewalks, bike lane and additional paving. The required improvements may be waived until such time as a building permit is issued for a structure on site. This MDNS is issued under 197-11-350(1); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by: September 16, 2004 Responsible official: Ian S. Munce, Director of Planning, P.O. Box 547, Anacortes, WA 98221, (360)299-1942 Signature: " " Date: Z Z G 04 Publish: September 1, 2004 2 SCHEMMER ENGINEERING INC. ransm � a To: Don Measamer P.O. Box 547 Anacortes,WA 98221-0547 fr) 44/ ,� Front Jim(JT)Schemmer °� f)) ,/- SCHEMMER ENGINEERING INC. h1. 317 Commercial Avenue,Suite 101 .4( 41/ Anacortes,Washington 98221 CC: Date: January 26,2005 Re: Simply Yards,9383 Padilla Heights Road(John Childes) Plan Review for Gade/Fill Permit The following package includes: Copy of City of Anacortes Letter of September 7,2004. Response Letter from Schemmer Engineering to City of Anacortes Letter of September 7,2004 Response Letter from Schemmer Engineering to City of Anacortes Memo of October 18,2004. 5 Copies of Revised Signed and Sealed Site Plan 5 Copies of Landscape Plan • Page 1 rlln'9n111nirRN n1711 iin AA •na SCHEMMER ENGINEERING INC. January 17, 2005 per ". ? r ANACORTES PLANNING&COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER Don Measamer P.O. Box 547 Anacortes,WA 98221-0547 RE: Letter of September 7, 2004—SIMPLY YARDS Grade and Fill,9383 Padilla Heights Road. cc: Don Measamer Dear Mr. Measamer, Regarding your comments of September 7,2004 1. Drawings will need to be sealed and signed. O.K. 2. Indicate proposed guardrail above retaining wall. Provide details for guardrail construction and installation. The owner of the property owns a landscaping business. The owner will provide details of the fence/guardrail design. 3. Provide a complete Landscaping Plan for the site per ordinances. The owner of the property owns a landscaping business. The owner will provide a complete Landscape plan. 4. Indicate that construction fencing will be used for marking clearing and grading limits. Please see the revised site plan sheet Cl. 5. Indicate driveway sizes to the drawings and how fire department access is achieved for the site. Please see the revised site plan sheet Cl. Phone: (360)293-9006 317 Commercial Avenue—Suite 101 Fax: (360)2934051 Anacortes,WA 98221 www.schemmereng.com WI° 6. Public works review to follow. So noted. Please let me know if there are any other items that need to be addressed for approval of the Grade and Fill Permit Mr. Childs seeks to develop his property. Thank you very much, Sincerely, i,.u,A. . . Jim (JT) Schemmer Schemmer Engineering SCHEMMER ENGINEERING INC. January 12, 2005 CITY OF ANACORTES PUBLIC WORKS DEPARTMENT ENGINEERING AND DEVELOPMENT SERVICES Fred Buckenmeyer Asst City Engineer P.O. Box 547 Anacortes,WA 98221-0547 RE: Memo of October 18,2004—SIMPLY YARDS,9383 Padilla Heights Road, plan review cc:Don Measamer Dear Mr. Buckenmeyer Regarding your comments of October 18,2004 1. This design plan is for a first phase of development and involves a graveled storage area related to the nursery operation. Future development proposes a building and asphalt operations area. This is correct. 2. The top elevation of the curb that will function as the detention pond rim will require careful vertical control. Yes. We will stake in the field for construction. 3. It appears the runoff thresholds for core requirement#1 have been met allowing the property to discharge using a dispersal trench, however I am concerned about the possibility of introducing stationary water on the abutting parcel. Please demonstrate that there will be no significant adverse effect on the abutting downhill property. y As we discussed constructing the bottom of the dispersal trench [located at the bottom of the proposed wall] so that it drains toward the north may be an option you wish to consider. The water that will flow on to the adjacent parcel will follow historical paths for overland flow. • Phone: (360)293-9006 317 Commercial Avenue—Suite 101 Fax: (360)293.4051 Anacortes,WA 98221 www.schemmereng.com We have no ability to cause the adjacent property owner to remove landfill materials and old containers that now reside there, but would expect no additional impact as to ponding. Finally any development of the adjacent property would not be negatively affected by our returning our runoff to its historic path. 4. Please indicate the placement of the erosion control applications on the site plan. Please see the revised site plan sheet Cl. 5. Please add a note stating"Future development of the property may require street frontage improvements." Please see the revised site plan sheet Cl. 6. The ecology block wall is proposed as a structural element and will require structural approval through the building department. Building permits will be applied for in a timely manner. 7. As we also discussed WSDOT has requested the opportunity to comment on the proposal due to the proximity to the state right of way. Our approval will be dependent on the outcome of that discussion. We have received comments from WSDOT in regards to the proposed development at 9383 Padilla Heights Road. Please review the attached comments from WSDOT affirming our drainage plan for the site. Please let me know if there are any other items that need to be addressed for approval of the Grade and Fill Permit Mr. Childes seeks to develop his property. Thank you very much, Sincerely, Jim (JT) Schemmer Schemmer Engineering Co 7"----- ANACORTES P1ANN NG & CO [TY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 P.O. BOX 547,ANACORTES, WA 98221-0547 FAX (360) 293-1938 4,- t W Ai IAN MUNCE, DIRECTOR • EDWIN FRANK, BUILDING OFFICIAL • Email: ed@eityofanacortes.org O September 7, 2004ri), Pr r7n aJAAs r, 'I!! Schemmer Engineering `• � ' ',_.,.-`-.5 g James Schemmer ......... 317 Commercial Ave, Suite 101 Anacortes, WA 98221 RE: Simply Yards Grade&Fill j 9383 Padilla Hts Road Dear Mr. Schemmer, , The following comments are a result of the plan review for the above referenced project. Please respond to each item in writing. 1. Drawings will need to be sealed and signed. 2. Indicate proposed guardrail above retaining wall. Provide details for guardrail construction and installation. 3. Provide a complete Landscaping plan for the site per ordinances. 4. Indicate that construction fencing will be used for marking clearing on grading limits. 5. Indicate driveway sizes to the drawings and how fire department access is achieved for the site. 6. Public works review to follow. Sincerely, Don Measamer 7.1 Washington State Northwest Region/Mount Baker Area Departmentof Transportation Skagit,Island,San Juan&Whatcom Cou ies�1043 Goldenrod Road,Suite 101 Douglas B. MacDonald Burlington;WA 98233-3415 Secretary of Transportation 360-757-5999 December 9,2004 TTY: 1-800-833-6388 www.wsdot.wa.gov Mr. Jim Schemmer Schemmer Engineering , Inc. 317 Commercial Avenue, Suite 101 Anacortes,WA 98221 SUBJECT: SR 20 MP 50.60 Vic. CS 2932 Simply Yards (John L. Childes) Drainage Report Review Dear Mr. Schemmer We have completed our review of the June, 2004 drainage report for the subject project and have the following comments: Flows that outfall from the property to the WSDOT right of way are not channeled in the existing condition. Any proposed concentrated flows discharging onto the SR 20 fill slope would need to pass through a dispersal system and/or energy dissipater BMP prior to leaving the project outfall. To ensure that this is achieved the following items will need to be addressed: ■ The design does not appear to have any type of overflow or bypass other than an event overtopping the detention curb wall. It should be noted that the curb wall be continuous and without drains to prevent concentrated discharge. ■ Note the purpose of the 8" DI Pipe. If you have any questions,please feel free to contact me at(360) 757-5961. Sincerely, Roland Storme Development Services Manager Northwest Region/Mount Baker Area RS:rs cc: Ian Munce, City of Anacortes O N yeArwf � oRt CITY OF ANACORTES P.O. Box 547 Anacortes,WA 98221 Phone: (360) FAX: (360) 293-1938 Date: Z� D S.'I Il Time: I AM PM --) TO: FROM: "tieY"-- Y'1 Cover Sheet Plus , Pages COMMENTS: 7G2Asiez, k42.-+ 0\. „\ ' --� S .a-e le. t7, vv . fe.", U-A R1 wry c6r-- • Washington State Northwest Region/Mount Baker Area Depatrtment of Transportation Skagit,Island,San Juan&Whatcom Counties 1043 Goldenrod Road,Suite 101 Douglas B. MacDoeald Secretary of Transportation Burlington,WA 98233-3415 360-757-5999 September 15, 2004 www.wsdot.wa.gov 88 Mr. Ian S. Munce Director of Planning City Of Anacortes Public Works Department P.O. Box 547 Anacortes, Washington 98221 SUBJECT: SR 20 MP 50.60 Vic., CS 2932, Simply Yards(John L. Childes) Mitigated Determination of Nonsignificance Dear Mr. Munce: Thank you for giving us the opportunity to comment on the Mitigated Determination of Nonsignificance (MDNS) for the subject project. This project, located along the north side of Padilla Heights Road, south of SR 20,proposes to prepare a 1.36-acre site for future construction of a service/warehouse/maintenance building to support a nursery business. As it appears that stormwater discharge from this property will impact the Right-Of-Way for SR 20 in this vicinity, we would like the opportunity to review and comment on the drainage report and Large Parcel Storm Water Plan prior to their approval by the City of Anacortes. If you have any questions, please contact Mr. Roland Storme of our Development Services section at(360) 757-5961. Sincerely, Lee Conrad Operations Manager Northwest Region/Mount Baker Area LC:rs 081 Y 0 PthlIc \/Vorks 1000 Engineering and Development Services Memo Date: October 18, 2004 To: Schemmer Engineering _ From: Fred Buckenmeyer,Asst City Engineer Subject: SIMPLY YARDS,9383 Padilla Heights Road, plan review cc: Don Measamer I have the reviewed the civil site plans and the attached drainage report dated June 2004 and recvd. September 2, 2004 and I have the following comments. 1. This design plan is for a first phase of development and involves a graveled storage are related to the nursery operation. Future development proposes a building and asphalt operations area. 2. The top elevation of the curb that will function as the detention pond rim will require careful vertical control. 3. It appears the runoff thresholds for core requirement#1 have been met allowing the property to discharge using a dispersal trench, however I am concerned about the possibility of introducing stationary water on the abutting parcel. Please demonstrate that there will be no significant adverse effect on the abutting downhill property. ➢ As we discussed constructing the bottom of the dispersal trench [located at the bottom of the proposed wall] so that it drains toward the north may be an option you wish to consider. 4. Please indicate the placement of the erosion control applications on the site plan. 5. Please add a note stating" Future development of the property may require street frontage improvements" 6. The ecology block wall is proposed as a structural element and will require structural approval through the building department. 7. As we also discussed WSDOT has requested the opportunity to comment on the proposal due to the proximity to the state right of way. Our approval will be dependent on the outcome of that discussion. I am available at your convenience to discuss these comments. 10/18/2004 September 7, 2004 4410 144 ttiro Schemmer Engineering James Schemmer 317 Commercial Ave, Suite 101 Anacortes, WA 98221 RE: Simply Yards Grade &Fill 9383 Padilla Hts Road Dear Mr. Schemmer, The following comments are a result of the plan review for the above referenced project. Please respond to each item in writing. 1. Drawings will need to be sealed and signed. 2. Indicate proposed guardrail above retaining wall. Provide details for guardrail construction and installation. 3. Provide a complete Landscaping plan for the site per ordinances. 4. Indicate that construction fencing will be used for marking clearing on grading limits. 5. Indicate driveway sizes to the drawings and how fire department access is achieved for the site. 6. Public works review to follow. Sincerely, Don Measamer Building Department Memo To: Steve Lange, Project Manager From: Don Measamer Date: 9/2/04 Re: John Childs, 9383 Padilla Heights Road Grade and Fill Please find attached a copy of the drainage report, drawings, MDNS and the Grade and Fill permit application for Simply Yards project. Please let me know of your timeframe for review completion. Thank you. 1 )11/‘ Mitigated Determination of Nonsignificance - City of Anacortes Description of Proposal: Grade and Fill Permit: Prepare the 1.36-acre site for future construction of a service building/warehouse/maintenance building to support a nursery business. Proponent Simply Yards (John L. Childs) • Location of Proposal, including street address, if any: Generally, lying northerly of the northerly line of the County Road right-of-way commonly known as the Padilla Heights Road, E 1/2 of the SW '/. of Section 3, Township 34 North, Range 2 East, Anacortes, Skagit County, Washington Lead Agency: City of Anacortes This lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment provided that the conditions set-out below are satisfied. Accordingly, an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed checklist and other information on file with the lead agency. This information is available to the public on request. 1. A temporary erosion and sedimentation control plan shall be developed by the applicant and implemented as required by city ordinance 2441. 2. Prior to grading or fill beginning both a Large Parcel Storm Water Plan and a Water Quality Plan, As required by City of Anacortes Storm Drainage Ordinance Number 2441, shall be prepared by the applicant, approved by the City of Anacortes Public Works Director, and implemented. 3. The proposed parking area and access driveway shall be surfaced to a standard comparable to the street serving the parking area as determined by the City of Anacortes Public Works Director and AMC Section 17.46.040. 4. Sanitary Sewer and Storm Water improvements shall be provided at the road frontage as required by the City of Anacortes Public Works Director. The required improvements may be waived until such time as a building permit is issued for a structure on site. 5. Padilla Heights road improvements shall be provided as required by the City of Anacortes Public Works Director and city ordinances. Improvements may include sidewalks, bike lane and additional paving. The required improvements may be waived until such time as a building permit is issued for a structure on site. This MDNS is issued under 197-11-350(1); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by: September 16, 2004 Responsible official: Ian S. Munce, Director of Planning, P.O. Box 547, Anacortes, WA 98221, (360)299-1942 Signature: i,- �/ Date: g Z G b4 Publish: September 1, 2004 • )11'‘ { Mitigated Determination of Nonsignificance - City of Anacortes Description of Proposal: Grade and Fill Permit: Prepare the 1.36-acre site for future construction of a service building/warehouse/maintenance building to support a nursery business. Proponent Simply Yards (John L. Childs) Location of Proposal, including street address, if any: Generally, lying northerly of the northerly line of the County Road right-of-way commonly known as the Padilla Heights Road, E '/2 of the SW 'A of Section 3, Township 34 North, Range 2 East, Anacortes, Skagit County, Washington Lead Agency: City of Anacortes This lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment provided that the conditions set-out below are satisfied. Accordingly, an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed checklist and other information on file with the lead agency. This information is available to the public on request. 1. A temporary erosion and sedimentation control plan shall be developed by the applicant and implemented as required by city ordinance 2441. 2. Prior to grading or fill beginning both a Large Parcel Storm Water Plan and a Water Quality Plan, As required by City of Anacortes Storm Drainage Ordinance Number 2441, shall be prepared by the applicant, approved by the City of Anacortes Public Works Director, and implemented. 3. The proposed parking area and access driveway shall be surfaced to a standard comparable to the street serving the parking area as determined by the City of Anacortes Public Works Director and AMC Section 17.46.040. 4. Sanitary Sewer and Storm Water improvements shall be provided at the road frontage as required by the City of Anacortes Public Works Director. The required improvements may be waived until such time as a building permit is issued for a structure on site. 5: Padilla Heights road improvements shall be provided as required by the City of Anacortes Public Works Director and city ordinances. Improvements may include sidewalks, bike lane and additional paving. The required improvements may be waived until such time as a building permit is issued for a structure on site. This MDNS is issued under 197-11-350(1); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by: September 16, 2004 Responsible official: Ian S. Munce, Director of Planning, P.O. Box 547, Anacortes, WA 98221, (360)299-1942 Signature: " " Date: 2 6/D4 Publish: September 1, 2004 2 ( ‘..4. - , ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 ,; P.O. BOX 547, ANACORTES, WA 98221-0547 FAX (360) 293-1938 I< „' IRN MUNCE, DIRECTOR • EDWIN FRANK,BUILDING OFFICIAL • Email:ed@cityofanacortes.org O II July 1, 2004 Mr. Jim Schemmer Schemmer Engineering 317 Commercial Avenue, Suite 101 Anacortes,WA 98221 RE: Simply Yards Grade and Fill John Childs Project 9383 Padilla Heights Road Dear Mr. Schemmer, This letter follows our most recent conversations and the DRC meeting of June 22, 2004, regarding Mr. John Childs project at 9383 Padilla Heights Road. 1. The project will require completion of a SEPA Checklist. (In excess of 500 yards) 2. Complete grade and fill application and identify adjoining road frontage improvements. 3. Provide copy of written requirements from Skagit County for work taking place adjacent to the existing well. 4. Provide a copy of a recent boundary line survey. Other items may need to be addressed as the project progresses. Thank You, CITY OF ANACORTES n� \_ .c. J c, -,,-- RECEIVED Don Measamer 'V-..r Senior Plans Examiner J U L 0 2 2004 SCHEMER MINEERING INC. 08/11/2004 08 0 ]001 ;49 FAX 9809389401 SIIAGIT CO HEALTH tititir7W'f#4PETER OWNING,DIRECTOR ..r TOWARD LEIBRAND,HEALTH OFFICER boo S.2nd ST. #301,P.Q.BOX gio71,MOUNT MESON,WA 98273-10 i Tel(360)336-9380,Fax(360) 336-94oi / .46 Skagit County Public Health Department "Always working for a safer.and healthier Skagit County" ACSIMILE COVER SHEET DATE: d _ SENT TO: f FAX NTJM ER: oPr? 4Q C ( SENT FRO : This message leonsists of pages,including this cover sheet. If the message received is incomplete phase call(360)336-938o and let us know. • COMMENTS: tG) 1-s ;,- erif-loy-L\ (lea Plea Ca(( 2 CONFIDENTIAF 1TT D.POTICE: i)The information contained in this material maybe privileged and is intended only for the use of the individuaite)or entity(ies)named above- Unautherized use,diailosure or copying is strictly prohibited and may be unlawful. If you have received this communication in error,please call us immediately at(360)336-9380 to arrange for the return of this fascimile. Thank you_ 2) This information may be disclosed to you from records whose confidentiality is protected by state law and/or may be protected by federal confidentiality rules. In this event,state law prohibits you from making any further disclosure �closure of it without the specific written consent of the person to whom it pertains or asiotherwise permitted by state law. 1 08/1 /2004 08:50 FAX 3803369401 SKAGIT CO HEALTH 1 002 VAC 173-164—J171 What are the requirements for the location of the well site and access to the well? (1)1'he proposed water well shall be located on high ground that is not in the floodway. (2)4.shall be protected from a one hundred year flood and from any surface or subsurface drainage capable of impairing the quality of the ground water supply. (3)1Ul wells shall not be located within certain minimum distances of known or potential sources of contamination. Via)Some examples of sources or potential sources of contamination include; (i)Septic systems,including proposed and reserve sites under a valid septic design: Provided,That the design has been approved for installation by a health authority; (ii)Manure,sewage,and industrial lagoons; (iii)Landfills; (iv)Hazardous waste sites; (v)Sea—salt water intrusion areas; (vi)Chemical and petroleum storage areas; (vii)Pipelines used to convoy materials with contamination potenfel; (viii)Livestock barns and livestock feed lots. • (b)Minimum set-back distances for water wells other than for public water supply are: (i)Five feet from any building projection, Water wells shall not be located in gar.;:des or inhabited dwellings. (ii)Fifty feet from a septic tank,septic holding tank, septic containment vessel, septic pump chamber, and septic distribution box. (iii)Fifty feet from building sewers,collection and nonperforated distribution lines. (iv)One hundred feet from the edge of a drainfield,proposed drainfield which has been approved by a health authority,and reserve drainfield areas. (v)One hundred feet from all other sources or potential sources of contamination except for solid waste landfills. (vi) One thousand feet from the property boundary of a solid waste landfill. (c)All public water supply wells shall be located by the deps ent of health or the local health authority. (a)Before construction begins,site approval must be obtained from the dquartrnent of health, or the local health authority. (ii)The requirements of the state board of health regulation regarding public water supplies shall apply. (iii)This regulatio:i includes requirements for zones'of prbtectiou,location of the well, accessibility features, and certain Construe.`on requirements: (4)in siting a well,the driller shall consider:" 11 (a)All local and state water well construction regulations,policies, :: d ordinances; limner ri3460 vJA.0 (171 Ecology Eo78$4oa 08/11/2004 08:50 FAX 3603369401 SKAGIT CO HEALTH R1003 (b)Permeability of the soil or rock; (4 Adjacent land Uses; (d)Local ground water conditions; and • (ea)End use of the well. (5)When a well is located in an area of lmown or potential contamination,the water well easing az4d seal shall be impervious to the contaminants. (6)Before construction,the water well operator should strongly emphasize to the well owner,the iitportance of retaining good accessibility to the well to permit future inspection, mmaintenance,supplementary construction,and decommissioning. [Status ry Authority; Chapter 18.104 RCW and RCW 43.21A.080. 98-08-032(Order 97-08), § 173-160-171, filed 31123/98,effective 4/23/98.] VOAC 173-160-181 What are the requirements for prese wing the natural barriers to m,ound watermovement between aquifers? (1)hi constructing a water well,care shall be taken to pa sere the itlatuyal barriers to ;yrmwml rater movement between aquifers. (2) C4re shall be taken to seal aquifers or strata penetrated during drilling c aerations which might ipair water quality or result in cascading water. (3)Vsater wells may not interconnect aquifers. • (4)Ail sealing must be permanent and prevent movement of surface, or ground water into the annular space between the permanent casing and the bore hole. (5)Sealing shall prevent the upward movement of artesian waters within the annular space around the well casing and prevent the contamination or wasting of ground water. (6)Sealing shall prevent the movement of ground water either upward or downward from zones that were cased off. • [Statutpry Authoflty: Chapter 18.104 RCW and RCW 43.21A.080. 98-08-032(Order 97-08),§ 173-160-181, filed 1/23/98,effective 4/23/98.] V(►'AC 173--160-191 What are the design and construction r-•uinments for completing wells? (1)You may complete wells with screens,perforated liners or pipe, or open bottom completion. The well driller or designer shall advise the owner or the owner's representative of the most appropriate method of completion. (2)All well components must be of sufficient strength to withstand the normal forces to which they are subjected during and after construction. (3)Water wells must be completed in a manner which prevents the production of untreatable amI: Quilts of sand, silt,or turbid water which would render the well unusable. (4) eti%a�en bottom completion is appropriate where the withdrawn waters are essentially free of ch pe;12w 173.460 V'WAC [18] colm0 k.'ollt562 City of Anacortes Building Department Development Review Committee (DRC) ya$ Application and Transmittal Form Type of DRC meeting requested (check one): General information meeting y\Pre-application conference Name: T;ey., Sc e,rw+0‘ Phone: aC1/43—q oO10 Address:.5\-1 W Pv.at 5v4 1p\ Fax: Project:when (A 114, S i'S`�`� � Co A vc.+ti Location of Project: c13 Z3 ect,&;,,\♦'� �� . VJ Brief Description of Project(size,scope,etc.): S c... When all of the required information has been received,City staff will schedule your DRC meeting date. Staff must have at least a week for an application to be distributed/reviewed. DRC meetings are held every Tuesday and generally start at 1:15 p.m Representatives from applicable City Departments will be in attendance. Due to the number of DRC meeting requests,discussion will generally be limited to 30 minutes per project. However,if you feel you may require additional time, please inform our office so we may adjust the schedule accordingly. OFFICE USE ONLY': . . :. . • ... . . . . . ... .* . . , . THE MEETING HAS BEEN SCHEDULED FOR(DATE/TIME): APPLICANT NOTIFIED BY(INITIALS/DATE): 'a a\e Distribute with Attac i errs to. Don Measamer,B ' 61 g Steve I ange,Engineering Dave Walde,Pub.c Works Gary Barnett,Engineering \ Marc Krueger, Operations Dan Harju,Fire rT Rick Harvey,Operations Rob Hoxie, GIS Coordinator p ../Oy Assigned-Engineering Department Review and/or Consultant: 1. 2. By: Date: RETURN COPY TO BUILDING DEPARTMENT AFTER COMPLETED Effective Date PolicyNo.02-001 DRCApplicantioadoc Wr SCHEMMER ENGINEERING INC. June 14, 2004 Mr. Don Measamer Anacortes Planning& Community Development P.O. Box 547 Anacortes, Washington 98221-0547 Re: Simply Yards Property off Padilla Heights Road Anacortes, Washington Drainage Report and Plans for Site Development Dear Don, Please see enclosed 4 sets of a Drainage Report and Plans for Site Development for John Childs property off Padilla Heights Road. John is seeking approval to grade and shape his property to be used for activities related to his Commercial Nursery business. Please note that the planned use of John's property improves its protection of downslope properties, and note further that we propose parking area detention and drain-rock distribution of the site runoff. Also note that no present defined runoff corridor exists, flows now exiting the site are by way of sheet flow across adjacent land. Actual building on the site will be a part of subsequent permit submittals, at which time the appropriate connections to sanitary sewer and City water will be defined. Please advise as to comments regarding this submittal, and know that Mr. Childs would like to begin as soon as possible shaping the site to accommodate the use for which he purchased it. Sincerely, • :4nginee c. 1, .410 Jo -s A. Schemmer, P.E. cc: John Childs file Phone: (360)293-9006 317 Commercial Avenue—Suite 101 Fax: (360)293-4051 Anacortes,WA 98221 www.schemmereng.com 8.1Y O, 11/41)1 t Ad Ala 44 1891 ;;i" dIM1 vS TO Don Measamer, Steve Lange, Ed Frank, Gary Robinson, Dan Harju, Mike King, Rick Harvey FROM Kathy Janke/Land Use Permits RE SEPA—fill and grade—Simply Yards— Padilla Hgts Road DATE August 19, 2004 Please find attached: O Cover letter SEPA checklist O drawing RIease forward comments to the DRG: Thank`'you. ' sue SCHEMMER ENGINEERING INC. Transmittal To: City of Anacortes Attn: Kathy Janke Land Use Permit Manager PO Box 547 Anacortes,WA 98221 From Jim Schemmer SCHEMMER ENGINEERING INC. 317 Commercial Avenue, Suite 101 Anacortes,Washington 98221 CC: Date: August 13,2004 Re: Simply Yards Grade and Fill/John Childs Project-#03-356 The following package includes: 1 Copy of Anacortes Planning Letter of July 1,2004 1 Grade and Fill Application 1 Copy of Skagit County requirements for work adjacent to well 1 SEPA For the Site 1 Copy of Recent Boundary Survey FEES in the amount of$431.50 •Page 1 PART ELEVEN-FORMS WAC 197-11-960 Environmental checklist. ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement(EIS)must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal(and to reduce or avoid impacts from the proposal, if it can be done)and to help the agency decide whether an EIS is required. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly,with the most precise information known,or give the best description you can. You must answer each question accurately and carefully,to the best of your knowledge. In most cases,you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning,shoreline,and landmark designations. Answer these questions if you can. If you have problems,the governmental agencies can assist you. The checklist questions apply to all parts of your proposal,even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit This checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals,even though questions may be answered"does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(part D). For nonproject actions,the references in the checklist to the words"project," "applicant,"and"property or site"should be read as"proposal,""proposer,"and"affected geographic area,"respectively. A. BACKGROUND 1. Name of proposed project,if applicable: Simply Yards 2. Name of applicant: 3. Address and phone number of applicant and contact person: John L.Childs 809 33rd ST. Anacortes,WA 98221 4. Date checklist prepared: 8/02/04 5. Agency requesting checklist: City of Anacortes 6. Proposed timing or schedule(including phasing,if applicable): August 2004—April 1,2005 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Future construction of a Service Building/Warehouse/Maintenance Building to support a Nursery Business. S. List any environmental information you know about that has been prepared,or will be prepared,directly related to ibis proposal. None 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain. There are none that we know of. 10. List any government approvals or permits that will be needed for your proposal,if known. Grade and Fill Permit from the City of Anacortes. 11. Give brief, complete description of your proposal,including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) We propose to build a Commercial Nursery on the site. We will grade the site for plantings, parking spaces for landscaping vehicles and for the construction of a building associated with the operation of a Commercial Nursery. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address,if any,and section,township,and range,if known. If a proposal would occur over a range of area,provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, acid topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. See Attached Legal Description Acreage Account,Acres 1.36,the East 1 acre of that portion of the East'/z of the Southwest% of Section 3, Township 34 North, Range 2 East, W.M., Lying Southerly of the State Highway Right-of-Way as conveyed to the State of Washington by deed recorded under Auditor's File NO. 602563. Also together with that portion of the Northeast ' of the Northeast '/a of the Southwest m/ of Section 3, Township 34 North, Range 2 East, W.M., Lying Northerly of the Northerly Line of the County Road Right-of-Way commonly known as the Padilla Heights Road,Formerly the Stevenson Road; Except that certain Easterly Portion thereof conveyed to Bill J. Butram, et ex, by deed recorded March 31,1994, under Auditor's File NO. 9403310150; Also Except that certain Westerly Portion thereof lying Westerly of the Easterly line of those premises conveyed to Anton Lorvic, et ux, by deed recorded October 3,1990 under Auditor's File NO.9010030068. Situated in Skagit County,Washington. B_ ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site(circle one): Flat,rolling,hilly,steep slopes,mountainous, other 2 b. What is the steepest slope on the site(approximate percent slope)? 40% c. What general types of soils are found on the site(for example,clay,sand,gravel,peat, muck)? If you know the classification of agricultural soils,specify them and note any prime farmland. Sandy,gravelly soils. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose,type,and approximate quantities of any filling or grading proposed. Indicate source of fill. Early calculations have shown a total cut volume of 943.43 cu yd and a total fill volume of 802.4 cu yd. The purpose of the cuts and fills is to make the land available for planting commercial nursery plants and for building,and for parking of landscaping vehicles. Fill from the site is sufficient except where special materials are required for utilities etc. £ Could erosion occur as a result of clearing,construction,or use? If so,generally describe. Erosion potential for the site is minimal. The site has functioned for some years almost as it will when developed. See the Drainage Report prepared for the site. g.About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? Approximately 34%.(.42 acres/1.25 acres) h. Proposed measures to reduce or control erosion,or other impacts to the earth,if any: Normal TESC BMP's will provide protection during construction. Also,timely installation of the nursery plantings will maintain the developed site in it's present non erosive condition. 2.Air a. What types of emissions to the air would result from the proposal(i.e.,dust,automobile, odors,industrial wood smoke)during construction and when the project is completed? If any,generally describe and give approximate quantities if known. None b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. None c. Proposed measures to reduce or control emissions or other impacts to air,if any: None needed 3 I Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams,saltwater,lakes,ponds,wetlands)? If yes,describe type and provide names. If appropriate,state what stream or river it flows into. There are no surface water bodies on the property. 2)Will the project require any work over,in,or adjacent to(within 200 feet)the described waters? If yes,please describe and attach available plans. No 3)Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not Applicable 4)Will the proposal require surface water withdrawals or diversions? Give general description,purpose,and approximate quantities if known. The present site is drained ultimately to Similk Bay,with no detention or sediment controL The developed condition will drain the site in the same drainage corridor as the site is drained now, however, a parking lot detention pond with a controlled release will seek to match acceptable pre-developed flows. 5)Does the proposal lie within a 100-year floodplain? If so,note location on the site plan. No 6)Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn,or will water be discharged to ground water? Crive general description,purpose,and approximate quantities if known. Well water for irrigation purposes. 2)Describe waste material that will be discharged into the ground from septic tanks or other sources,if any(for example: Domestic sewage;industrial,containing the following chemicals...;agricultural;etc.). Describe the general size of the system,the number of such systems,the number of houses to be served(if applicable),or the number of animals or humans the system(s)are expected to serve. None 4 c. Water runoff(including stonnwater): 1) Describe the source of runoff(including storm water)and method of collection and disposal,if any(include quantities,if known). Where will this water flow? Will this water flow into other waters? If so,describe. Source is rainfall transferring itself to sheet flow moving across the ground and ultimately entering marine waters. 2)Could waste materials enter ground or surface waters? If so,generally describe. Unknown d. Proposed measures to reduce or control surface,ground,and runoff water impacts,if any: Runoff from this project will be released at the appropriate rate through a control structure as part of the detention system. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder,maple,aspen,other X evergreen tree: fir,cedar,pine,other X shrubs X grass pasture crop or grain wet soil plants: cattail,buttercup,bullrush,skunk cabbage,other water plants: water lily,eelgrass,milfoil,other X other types of vegetation b. What kind and amount of vegetation will be removed or altered? Grass and trees to make room for planting commercial nursery plantings and a parking lot and building for commercial landscaping business. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site,if any: Our intent is to make as low of an impact on this piece of property as possible and adhere to Landscaping ordinance 17.41. 5 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron,eagle,songbirds,other:local small birds. mammals: deer,bear,elk,beaver,other: small mammals fish: bass,salmon,trout,herring,shellfish,other: None b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so,explain. No d. Proposed measures to preserve or enhance wildlife,if any: None. 6. Energy and natural resources a. What kinds of energy(electric,natural gas,oil,wood stove,solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing,etc. gas,electric,and solar b. Would your project affect the potential use of solar energy by adjacent properties? If so,generally describe. no c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,if any: 7. Environmental health a. Are there any environmental health hazards,including exposure to toxic chemicals,risk of fire and explosion,spill,or hazardous waste,that could occur as a result of this proposal? If so,describe. No 1)Describe special emergency services that might be required. None 2)Proposed measures to reduce or control environmental health hazards,if any: None 6 b. Noise 1)What types of noise exist in the area which may affect your project(for example: traffic,equipment,operation,other)? None 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic,construction,operation,other)?Indi- cate what hours noise would come from the site Normal construction noise during grading of the site and future building on the site. In the future normal noise associated with a commercial nursery,water sprinklers, operation of equipment,etc. 3)Proposed measures to reduce or control noise impacts,if any: None 8. Land and shoreline use a. What is the current use of the site and adjacent properties? Open space for the site. Residential homes and forestlands on adjacent properties. b. Has the site been used for agriculture? If so,describe. No c. Describe any structures on the site. One water well for irrigation purposes. d. Will any structures be demolished? If so,what? No e. What is the current zoning classification of the site? LM1 £ What is the current comprehensive plan designation of the site? CTY g. If applicable,what is the current shoreline master program designation of the site? Not applicable 7 h_ Has any part of the site been classified as an"environmentally sensitive"area? If so,specify. No i. Approximately how many people would reside or work in the completed project? Estimated 5 to 7. j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts,if any: None j. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any: Proposal is compatible. 9. Housing a. Approximately how many units would be provided,if any? Indicate whether high,middle,or low-income housing. None b. Approximately how many units,if any,would be eliminated?Indicate whether high, middle,or low-income housing. None c. Proposed measures to reduce or control housing impacts,if any: None 10. Aesthetics a. What is the tallest height of any proposed structure(s),not including antennas;what is the principal exterior building material(s)proposed? Less than 35 ft. Wood,stone,and cement. b. What views in the immediate vicinity would be altered or obstructed? None 8 c. Proposed measures to reduce or control aesthetic impacts,if any: Landscaping 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Little or none,evening headlights from entering vehicles. b. Could light or glare from the finished project be a safety hazard Or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts,if any: None 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Padilla Bay to the North of the site. b. Would the proposed project displace any existing recreational uses? If so,describe. No c. Proposed measures to reduce or control impacts on recreation,including recreation op- portunities to be provided by the project or applicant,if any: None 13. Historic and cultural preservation a. Are there any places or objects listed on,or proposed for,national,state,or local preser- vation registers known to be on or next to the site? If so,generally describe. No b. Generally describe any landmarks or evidence of historic,archaeological,scientific,or cultural importance known to be on or next to the site. None Known. c. Proposed measures to reduce or control impacts,if any: none 9 14. Transportation a. Identify public streets and highways serving the site,and describe proposed access to the existing street system. Show on site plans,if any. Padilla Heights Road serves the site from the South. A driveway from Padilla Heights Road to the parking lot will be constructed. b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? No c. How many parking spaces would the completed project have? How many would the project eliminate? 18 parking spaces will be created in the parking lot. d. Will the proposal require any new roads or streets,or improvements to existing roads or streets,not including driveways? If so,generally describe(indicate whether public or private). No e. Will the project use(or occur in the immediate vicinity of)water,rail,or air transporta- tion? If so,generally describe. No £ How many vehicular trips per day would be generated by the completed project?If known,indicate when peak volumes would occur. From the ITE Trip Generation(Third Edition)Report based on Industrial/Agricultural type business activity we have 60 x 1.36=82 ADT. Peak volumes would occur at the start and end of the work day periods. g. Proposed measures to reduce or control transportation impacts,if any: None required. 15. Public services a. Would the project result in an increased need for public services(for example:fire pro- tection,police protection,health care,schools,other)? If so,generally describe. Yes.For normal water,sewer, police,fire etc. 10 b. Proposed measures to reduce or control direct impacts on public services,if any. None 16. Utilities a. Circle utilities currently available at the site: electricity,natural gas,water,refuse serv- ice,telephone,sanitary sewer,septic system,other. All are available b. Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. City water, city sanitary sewer, Cascade Natural gas, Comcast cable TV, Puget Power electricity,Verizo Telephone C. SIGNATURE The above ans 4(1 omplete to the best of my knowledge. I understand that the lead agency is relying on ; - 'ts decision. if r11111 Signature: Date Submitted: t7 8 )11 D. SUPPLEMENTAL I r FOR NONPROJECT ACTIONS (do not use this sheet for project actions) Because these questions are very general,it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions,be aware of the extent the proposal,or the types of activities likely to result from the proposal,would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water;emissions to air;pro- duction,storage,or release of toxic or hazardous substances;or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants,animals,fish,or marine life? Proposed measures to protect or conserve plants,animals,fish,or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 11 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated(or eligible or under study)for governmental protection;such as parks, wilderness,wild and scenic rivers,threatened or endangered species habitat,historic or cultural sites,wetlands,floodplains,or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use,including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s)are: 7. Identify,if possible,whether the proposal may conflict with local,state,or federal laws or requirements for the protection of the environment. WAC 197-11-965 Adoption notice. ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Adoption for(check appropriate box)❑DNS 0 EIS 0 other Description of current proposal Proponent Location of current proposal Title of document being adopted Agency that prepared document being adopted Date adopted document was prepared Description of document(or portion)being adopted 12 ?).11/‘ 4 Mitigated Determination of Nonsignificance - City of Anacortes Description of Proposal: Grade and Fill Permit: Prepare the 1.36-acre site for future construction of a service building/warehouse/maintenance building to support a nursery business. Proponent Simply Yards (John L. Childs) Location of Proposal, including street address, if any: Generally, lying northerly of the northerly line of the County Road right-of-way commonly known as the Padilla Heights Road, E %2 of the SW I/4 of Section 3, Township 34 North, Range 2 East, Anacortes, Skagit County, Washington Lead Agency: City of Anacortes This lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment provided that the conditions set-out below are satisfied. Accordingly, an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed checklist and other information on file with the lead agency. This information is available to the public on request. 1. A temporary erosion and sedimentation control plan shall be developed by the applicant and implemented as required by city ordinance 2441. 2. Prior to grading or fill beginning both a Large Parcel Storm Water Plan and a Water Quality Plan, As required by City of Anacortes Storm Drainage Ordinance Number 2441, shall be prepared by the applicant, approved by the City of Anacortes Public Works Director, and implemented. 3. The proposed parking area and access driveway shall be surfaced to a standard comparable to the street serving the parking area as determined by the City of Anacortes Public Works Director and AMC Section 17.46.040. 4. Sanitary Sewer and Storm Water improvements shall be provided at the r,sad frontage as required by the City of Anacortes Public Works Director. The required improvements may be waived until such time as a building permit is issued for a structure on site. 5. Padilla Heights road improvements shall be provided as required by the City of Anacortes Public Works Director and city ordinances. Improvements may include sidewalks, bike lane and additional paving. The required improvements may be waived until such time as a building permit is issued for a structure on site. This MDNS is issued under 197-11-350(1); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by: September 16, 2004 Responsible official: Ian S. Munce, Director of Planning, P.O. Box 547, Anacortes, WA 98221, (360)299-1942 Signature: %4A-P"-c-" Date: $ .G 04 Publish: September 1, 2004 2 City of Anacortes Building Department Memo To: Kathy Janke, land Use Permi c er cS1/1—P—"' From:Development Review Committee, Don easamer, Project manager, Steve Lange CC: Date: 8/25/2004 Re: Simply Yards Grade and Fill SEPA---9383 Padillia Hgts Rd The Development Review Committee and the Project Manager have reviewed the proposed Grade and Fill project at 9383 Padillia Hgts Rd and recommend the following conditions. 1. A temporary erosion and sedimentation control plan shall be developed by the applicant and implemented as required by city ordinance 2441. 2. Prior to grading or fill beginning both a Large Parcel Storm Water Plan and a Water Quality Plan, As required by City of Anacortes Storm Drainage Ordinance Number 2441, shall be prepared by the applicant, approved by the City of Anacortes Public Works Director, and implemented. 3. The proposed parking area and access driveway shall be surfaced to a standard comparable to the street serving the parking area as determined by the City of Anacortes Public Works Director and AMC Section 17.46.040. 4. Sanitary Sewer and Storm Water improvements shall be provided at the road frontage as required by the City of Anacortes Public Works Director. The required improvements may be waived until such time as a building permit is issued for a structure on site. 5. Padillia Heights road improvements shall be provided as required by the City of Anacortes Public Works Director and city ordinances. Improvements may include sidewalks, bike lane and additional paving. The required improvements may be waived until such time as a building permit is issued for a structure on site. 1 City of Anacortes Building Department Memo V\I-t To: Kathy Janke, land Use Permit Manager From:Development Review Committee, Don Measamer, Project manager, Steve Lange CC: Date: 8/25/2004 Re: Simply Yards Grade and Fill SEPA---9383 Padillia Hgts Rd The Development Review Committee and the Project Manager have reviewed the proposed Grade and Fill project at 9383 Padillia Hgts Rd and recommend the following conditions. 1. A temporary erosion and sedimentation control plan shall be developed by the applicant and implemented as required by city ordinance 2441. 2. Prior to grading or fill beginning both a Large Parcel Storm Water Plan and a Water Quality Plan, As required by City of Anacortes Storm Drainage Ordinance Number 2441, shall be prepared by the applicant, approved by the City of Anacortes Public Works Director, and implemented. 3. The proposed parking area and access driveway shall be surfaced to a standard comparable to the street serving the parking area as determined by the City of Anacortes Public Works Director and AMC Section 17.46.040. 4. Sanitary Sewer and Storm Water improvements shall be provided at the road frontage as required by the City of Anacortes Public Works Director. The required improvements may be waived until such time as a building permit is issued for a structure on site. 5. Padillia Heights road improvements shall be provided as required by the City of Anacortes Public Works Director and city ordinances. Improvements may include sidewalks, bike lane and additional paving. The required improvements may be waived until such time as a building permit is issued for a structure on site. 1 01TO, tlt it mai 41" 1891 41 Air* Aft C0 IJS TO Don Measamer, Steve Lange, Ed Frank, Gary Robinson, Dan Harju, Mike King, Rick Harvey FROM Kathy Janke/Land Use Permits RE SEPA—fill and grade—Simply Yards— Padilla Hgts Road DATE August 19, 2004 Please find attached: O Cover letter SEPA checklist drawing Plc n orRfeard eo mevt o the ®PGA. Thank you. -8.1A • SCHEMMER ENGINEERING INC. Transmitt:aiI To: City of Anacortes Attn: Kathy Janke Land Use Permit Manager PO Box 547 Anacortes,WA 98221 From Jim Schemmer SCHEMMER ENGINEERING INC. 317 Commercial Avenue, Suite 101 Anacortes,Washington 98221 CC: Date: August 13,2004 Re: Simply Yards Grade and Fill/John Childs Project-#03-356 The following package includes: 1 Copy of Anacortes Planning Letter of July 1,2004 1 Grade and Fill Application 1 Copy of Skagit County requirements for work adjacent to well 1 SEPA.For the Site 1 Copy of Recent Boundary Survey FEES in the amount of$431.50 •Page 1 PART ELEVEN-FORMS WAC 197-11-960 Environmental checklist. ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Policy Act(SEPA), chapter 43.21C RCW,requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement(EIS)must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal(and to reduce or avoid impacts from the proposal,if it can be done)and to help the agency decide whether an EIS is required. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly,with the most precise information known,or give the best description you can. You must answer each question accurately and carefully,to the best of your knowledge. In most cases,you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning,shoreline,and landmark designations. Answer these questions if you can. If you have problems,the governmental agencies can assist you. The checklist questions apply to all parts of your proposal,even if you plan to do them over a period of time or on different parcels of land_ Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals,even though questions may be answered"does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(part D). For nonproject actions,the references in the checklist to the words"project," "applicant,"and"property or site"should be read as"proposal,""proposer,"and"affected geographic area,"respectively. A. BACKGROUND 1. Name of proposed project,if applicable: Simply Yards 2_ Name of applicant: 3. Address and phone number of applicant and contact person: John L.Childs 809 33rd ST. Anacortes,WA 98221 4. Date checklist prepared: 8/02/04 5. Agency requesting checklist: City of Anacortes 6. Proposed timing or schedule(including phasing,if applicable): August 2004—April 1,2005 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Future construction of a Service Building/Warehouse/Maintenance Building to support a Nursery Business. 8, List any environmental information you know about that has been prepared,or will be prepared,directly related to this proposal. None 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain. Therm n re name tltnt we know of. 10. List any government approvals or permits that will be needed for your proposal,if known. Grade and Fill Permit from the City of Anacortes. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) We propose to build a (Commercial Nursery on the site. We will grade the site for plantings, parking spaces for landscaping vehicles and for the construction of a building associated with the operation of a Commercial Nursery. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address,if any,and section,township,and range,if known. If a proposal would occur over a range of area,provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. See Attached Legal Description Acreage Account,Acres 1.36, the East 1 acre of that portion of the East% of the Southwest%of Section 3, Township 34 North, Range 2 East, W.M., Lying Southerly of the State Highway Right-of-Way as conveyed to the State of Washington by deed recorded under Auditor's File NO. 602563. Also together with that portion of the Northeast % of the Northeast % of the Southwest '/4 of Section 3, Township 34 North, Range 2 East, W.M., Lying Northerly of the Northerly Line of the County Road Right-of-Way commonly known as the Padilla Heights Road, Formerly the Stevenson Road; Except that certain Easterly Portion thereof conveyed to Bill J. Butram, et ex, by deed recorded March 31,1994, under Auditor's File NO. 9403310150; Also Except that certain Westerly Portion thereof lying Westerly of the Easterly line of those premises conveyed to Anton Lorvic, et ux, by deed recorded October 3,1990 under Auditor's File NO.9010030068. Situated in Skagit County,Washington. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site(circle one): Flat rolling,hilly,steep slopes,mountainous, other 2 b. What is the steepest slope on the site(approximate percent slope)? 40% c. What general types of soils are found on the site(for example,clay,sand,gravel,peat, muck)? If you know the classification of agricultural soils,specify them and note any prime farmland. Sandy,gravelly soils. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose,type,and approximate quantities of any filling or grading proposed. Indicate source of fill. Early calculations have shown a total cut volume of 943.43 cu yd and a total fill volume of 802.4 cu yd. The purpose of the cuts and fills is to make the land available for planting commercial nursery plants and for building,and for parking of landscaping vehicles. Fill from the site is sufficient except where special materials are required for utilities etc. £ Could erosion occur as a result of clearing,construction,or use? If so,generally describe. Erosion potential for the site is minimal. The site has functioned for some years almost as it will when developed. See the Drainage Report prepared for the site. g.About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? Approximately 34%.(.42 acres/1.25 acres) h. Proposed measures to reduce or control erosion,or other impacts to the earth,if any: Normal TESC BMP's will provide protection during construction. Also,timely installation of the nursery plantings will maintain the developed site in it's present non erosive condition. 2. Air a. What types of emissions to the air would result from the proposal(i.e.,dust,automobile, odors,industrial wood smoke)during construction and when the project is completed? If any,generally describe and give approximate quantities if known. None b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. None c. Proposed measures to reduce or control emissions or other impacts to air,if any: None needed 3 3_ Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams,saltwater,lakes,ponds,wetlands)? If yes,describe type and provide names. If appropriate,state what stream or river it flows into. There are no surface water bodies on the property. 2)Will the project require any work over,in,or adjacent to(within 200 feet)the described waters? If yes,please describe and attach available plans. No 3)Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not Applicable 4)Will the proposal require surface water withdrawals or diversions? Give general description,purpose,and approximate quantities if known. The present site is drained ultimately to Similk Bay,with no detention or sediment controL The developed condition will drain the site in the same drainage corridor as the site is drained now, however, a parking lot detention pond with a controlled release will seek to match acceptable pre-developed flows. 5)Does the proposal lie within a 100-year floodplain? If so,note location on the site plan. No 6)Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. ground: 1) Will ground water be withdrawn,or will water be discharged to ground water? Give general description,purpose,and approximate quantities if known. Well water for irrigation purposes. 2)Describe waste material that will be discharged into the ground from septic tanks or other sources,if any(for example: Domestic sewage;industrial,containing the following chemicals.. . ;agricultural;etc.). Describe the general size of the system,the number of such systems,the number of houses to be served(if applicable),or the number of animals or humans the system(s)are expected to serve. None 4 c. Water runoff(including stormwater): I) Describe the source of runoff(including storm water)and method of collection and disposal,if any(include quantities,if known). Where will this water flow? Will this water flow into other waters? If so,describe. Source is rainfall transferring itself to sheet flow moving across the ground and ultimately entering marine waters. 2)Could waste materials enter ground or surface waters? If so,generally describe. Unknown d. Proposed measures to reduce or control surface,ground,and runoff water impacts,if any: Runoff from this project will be released at the appropriate rate through a control structure as part of the detention system. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder,maple,aspen,other X evergreen tree: fir,cedar,pine,other X shrubs X grass pasture crop or grain wet soil plants: cattail,buttercup,bullrush,skunk cabbage,other water plants: water lily,eelgrass,milfoil,other X other types of vegetation b. What kind and amount of vegetation will be removed or altered? Grass and trees to make room for planting commercial nursery plantings and a parking lot and building for commercial landscaping business. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site,if any: Our intent is to make as low of an impact on this piece of property as possible and adhere to Landscaping ordinance 17.41. 5 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron,eagle,songbirds,other:local small birds. mammals: deer,bear,elk,beaver,other: small mammals fish: bass,salmon,trout,herring,shellfish,other: None List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so,explain. No d. Proposed measures to preserve or enhance wildlife,if any: None. 6. Energy and natural resources a. What kinds of energy(electric,natural gas,oil,wood stove,solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing,etc. gas,electric,and solar b. Would your project affect the potential use of solar energy by adjacent properties? If so,generally describe. no c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,if any: 7. Environmental health a. Are there any environmental health hazards,including exposure to toxic chemicals,risk of fire and explosion,spill,or hazardous waste,that could occur as a result of this proposal? If so,describe. No 1)Describe special emergency services that might be required. None 2)Proposed measures to reduce or control environmental health hazards,if any: None 6 b. Noise 1)What types of noise exist in the area which may affect your project(for example: traffic,equipment,operation,other)? None 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic,construction,operation,other)?Indi- cate what hours noise would come from the site Normal construction noise during grading of the site and future building on the site. In the future normal noise associated with a commercial nursery,water sprinklers, operation of equipment,etc. 3)Proposed measures to reduce or control noise impacts,if any: None 8. Land and shoreline use a. What is the current use of the site and adjacent properties? Open space for the site. Residential homes and forestlands on adjacent properties. b. Has the site been used for agriculture? If so,describe. No c. Describe any structures on the site. One water well for irrigation purposes. d. Will any structures be demolished? If so,what? No e. What is the current zoning classification of the site? LM1 f What is the current comprehensive plan designation of the site? CTY g. If applicable,what is the current shoreline master program designation of the site? Not applicable 7 h_ Has any part of the site been classified as an"environmentally sensitive"area? If so,specify. No i. Approximately how many people would reside or work in the completed project? Estimated 5 to 7. j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts,if any: None j. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any: Proposal is compatible. 9. Housing a. Approximately how many units would be provided,if any? Indicate whether high,middle,or low-income housing. None b. Approximately how many units,if any,would be eliminated?Indicate whether high, middle,or low-income housing. None c. Proposed measures to reduce or control housing impacts,if any: None 10. Aesthetics a. What is the tallest height of any proposed structure(s),not including antennas;what is the principal exterior building material(s)proposed? Less than 35 ft. Wood,stone,and cement. b. What views in the immediate vicinity would be altered or obstructed? None 8 c. Proposed measures to reduce or control aesthetic impacts,if any: Landscaping 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Little or none,evening headlights from entering vehicles. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts,if any: None 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Padilla Bay to the North of the site. b. Would the proposed project displace any existing recreational uses? If so,describe. No c. Proposed measures to reduce or control impacts on recreation,including recreation op- portunities to be provided by the project or applicant,if any: None 13. Historic and cultural preservation a. Are there any places or objects listed on,or proposed for,national,state,or local preser- vation registers known to be on or next to the site? If so,generally describe, No b. Generally describe any landmarks or evidence of historic,archaeological,scientific,or cultural importance known to be on or next to the site. None Known. c. Proposed measures to reduce or control impacts,if any: none 9 14. Transportation a. Identify public streets and highways serving the site,and describe proposed access to the existing street system. Show on site plans,if any. Padilla Heights Road serves the site from the South. A driveway from Padilla Heights Road to the parking lot will be constructed. b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? No c. How many parking spaces would the completed project have? How many would the project eliminate? 18 parking spaces will be created in the parking lot. d. Will the proposal require any new roads or streets,or improvements to existing roads or streets,not including driveways? If so,generally describe(indicate whether public or private). No e. Will the project use(or occur in the immediate vicinity of)water,rail,or air transporta- tion? If so,generally describe. No £ How many vehicular trips per day would be generated by the completed project?If known,indicate when peak volumes would occur. From the ITE Trip Generation(Third Edition)Report based on Industrial/Agricultural type business activity we have 60 x 1.36=82 ADT. Peak volumes would occur at the start and end of the work day periods. g. Proposed measures to reduce of control transportation impacts,if any: None required. 15. Public services a. Would the project result in an increased need for public services(for example:fire pro- tection,police protection,health care,schools,other)? If so,generally describe. Yes.For normal water,sewer, police,fire etc. 10 b. Proposed measures to reduce or control direct impacts on public services,if any. None 16. Utilities a. Circle utilities currently available at the site: electricity,natural gas,water,refuse serv- ice,telephone,sanitary sewer,septic system,other. All are available b. Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. City water, city sanitary sewer, Cascade Natural gas, Comcast cable TV, Puget Power electricity,Verizo Telephone C. SIGNATURE The above ans • ..1 complete to the best of my knowledge. I understand that the lead agency is relying on II; 1 t; ision. Signature: / ft, ni3) e o • Date Submitted: i D. SUPPLEMENTAL I F FOR NONPROJECT ACTIONS (do not use this sheet for project actions) Because these questions are very general,it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions,be aware of the extent the proposal,or the types of activities likely to result from the proposal,would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be Rely to increase discharge to water;emissions to air;pro- duction,storage,or release of toxic or hazardous substances;or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants,animals,fish,or marine life? Proposed measures to protect or conserve plants,animals,fish,or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 11 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated(or eligible or under study)for governmental protection;such as parks, wilderness,wild and scenic rivers,threatened or endangered species habitat,historic or cultural sites,wetlands,floodplains,or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be rely to affect land and shoreline use,including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s)are: 7. Identify,if possible,whether the proposal may conflict with local,state,or federal laws or requirements for the protection of the environment. WAC 197-11-965 Adoption notice. ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Adoption for(check appropriate box)❑DNS 0 EIS 0 other Description of current proposal Proponent Location of current proposal Title of document being adopted Agency that prepared document being adopted Date adopted document was prepared Description of document(or portion)being adopted 12 LAND USE Date Received: 8/20/04 Simply Yards —Padilla Hgts Road Please initial if approved and / or include comments: Street Department: f Ka/4/Comments: Water Department: 0 Comments: ,r Public Services: �4, 2 k-a T Comments: o gL /Ole • - - a 41- � 1891 wJC ID CO Alla 40010. ZTSE TO Don Measamer, Steve Lange, Ed Frank, Gary Robinson, Dan Harju, Mike King, Rick Harvey FROM Kathy Janke/Land Use Permits RE SEPA—fill and grade—Simply Yards—Padilla Hgts Road DATE August 19, 2004 Please find attached: O Cover letter SEPA checklist drawing Please forward comments to the ORG Thank you. 2�4 IANGc G`c N'1 PENF'`N SCHEMMER ENGINEERING INC. Transmitti ' To: City of Anacortes Attn: Kathy Janke Land Use Permit Manager PO Box 547 Anacortes,WA 98221 Front Jim Schemmer SCHEMMER ENGINEERING INC. 317 Commercial Avenue, Suite 101 Anacortes,Washington 98221 CC: Date: August 13,2004 Re: Simply Yards Grade and FilUJohn Childs Project-#03-356 The following package includes: 1 Copy of Anacortes Planning Letter of July 1,2004 1 Grade and Fill Application 1 Copy of Skagit County requirements for work adjacent to well 1 SEPA.For the Site 1 Copy of Recent Boundary Survey FEES in the amount of$431.50 •Page 1 PART ELEVEN-FORMS WAC 197-11-960 Environmental checklist. ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW,requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement(EIS)must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal(and to reduce or avoid impacts from the proposal,if it can be done)and to help the agency decide whether an EIS is required_ Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly,with the most precise information known,or give the best description you can. You must answer each question accurately and carefully,to the best of your knowledge. In most cases,you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning,shoreline,and landmark designations. Answer these questions if you can. If you have problems,the governmental agencies can assist you. The checklist questions apply to all parts of your proposal,even if you plan to do them over a period of time or on different parcels of land Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals,even though questions may be answered"does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(part D). For nonproject actions,the references in the checklist to the words"project," "applicant,"and"property or site"should be read as"proposal,""proposer,"and"affected geographic area,"respectively. A. BACKGROUND 1. Name of proposed project,if applicable: Simply Yards 2. Name of applicant: 3. Address and phone number of applicant and contact person: John L.Childs 809 33rd ST. Anacortes,WA 98221 4. Date checklist prepared: 8/02/04 5. Agency requesting checklist: City of Anacortes 6. Proposed timing or schedule(including phasing,if applicable): August 2004—April 1,2005 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Future construction of a Service Building!Warehouse/Maintenance Building to support a Nursery Business. 8. List any environmental information you know about that has been prepared,or will be prepared,directly related to this proposal. None 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain. There are none that we know of. 10. List any government approvals or permits that will be needed for your proposal,if known. Grade and Fill Permit from the City of Anacortes. 11. Give brief, complete description of your proposal,including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) We propose to build a Commercial Nursery on the site. We will grade the site for plantings, parking spaces for landscaping vehicles and for the construction of a building associated with the operation of a Commercial Nursery. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address,if any,and section,township,and range,if known. If a proposal would occur over a range of area,provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. See Attached Legal Description Acreage Account,Acres 1.36,the East 1 acre of that portion of the East'A of the Southwest'of Section 3, Township 34 North, Range 2 East, W.M., Lying Southerly of the State Highway Right-of-Way as conveyed to the State of Washington by deed recorded under Auditor's File NO. 602563. Also together with that portion of the Northeast 'A of the Northeast '/a of the Southwest '/4 of Section 3, Township 34 North, Range 2 East, W.M., Lying Northerly of the Northerly Line of the County Road Right-of-Way commonly known as the Padilla Heights Road, Formerly the Stevenson Road; Except that certain Easterly Portion thereof conveyed to Bill J. Butram, et ex, by deed recorded March 31,1994, under Auditor's File NO. 9403310150; Also Except that certain Westerly Portion thereof lying Westerly of the Easterly line of those premises conveyed to Anton Lorvic, et ux, by deed recorded October 3,1990 under Auditor's File NO.9010030068. Situated in Skagit County,Washington. $_ ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site(circle one): Flat,rolling,hilly,steep slopes,mountainous, other 2 b. What is the steepest slope on the site(approximate percent slope)? 40% c. What general types of soils are found on the site(for example,clay,sand,gravel,peat, muck)? If you know the classification of agricultural soils,specify them and note any prime farmland. Sandy,gravelly soils. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose,type,and approximate quantities of any filling or grading proposed. Indicate source of fill. Early calculations have shown a total cut volume of 943.43 cu yd and a total fill volume of 802.4 cu yd. The purpose of the cuts and fills is to make the land available for planting commercial nursery plants and for building,and for parking of landscaping vehicles. Fill from the site is sufficient except where special materials are required for utilities etc. f Could erosion occur as a result of clearing,construction,or use? If so,generally describe. Erosion potential for the site is minimal. The site has functioned for some years almost as it will when developed. See the Drainage Report prepared for the site. g.About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or braidings)? Approximately 34%. (.42 acres/1.25 acres) h. Proposed measures to reduce or control erosion,or other impacts to the earth,if any: Normal TESC BMP's will provide protection during construction. Also,timely installation of the nursery plantings will maintain the developed site in it's present non erosive condition. 2.Air a. What types of emissions to the air would result from the proposal(i.e.,dust,automobile, odors,industrial wood smoke)during construction and when the project is completed? If any,generally describe and give approximate quantities if known. None b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. None c. Proposed measures to reduce or control emissions or other impacts to air,if any: None needed 3 3_ Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams,saltwater,lakes,ponds,wetlands)? If yes,describe type and provide names. If appropriate,state what stream or river it flows into. There are no surface water bodies on the property. 2)Will the project require any work over,in,or adjacent to(within 200 feet)the described waters? If yes,please describe and attach available plans. No 3)Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not Applicable 4)Will the proposal require surface water withdrawals or diversions? Give general description,purpose,and approximate quantities if known. The present site is drained ultimately to Similk Bay,with no detention or sediment controL The developed condition will drain the site in the same drainage corridor as the site is drained now, however, a parking lot detention pond with a controlled release will seek to match acceptable pre-developed flows. 5)Does the proposal lie within a 100-year floodplain? If so,note location on the site plan. No 6)Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b_ Ground: 1) Will ground water be withdrawn,or will water be discharged to ground water? Give general description,purpose,and approximate quantities if known. Well water for irrigation purposes. 2)Describe waste material that will be discharged into the ground from septic tanks or other sources,if any(for example: Domestic sewage;industrial,containing the following chemicals...;agricultural;etc.). Describe the general size of the system,the number of such systems,the number of houses to be served(if applicable),or the number of animals or humans the system(s)are expected to serve. None 4 c. Water runoff(including stormwater): 1) Describe the source of runoff(including storm water)and method of collection and disposal,if any(include quantities,if known). Where will this water flow? Will this water flow into other waters? If so,describe. Source is rainfall transferring itself to sheet flow moving across the ground and ultimately entering marine waters. 2)Could waste materials enter ground or surface waters? If so,generally describe. Unknown d. Proposed measures to reduce or control surface,ground,and runoff water impacts,if any: Runoff from this project will be released at the appropriate rate through a control structure as part of the detention system. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder,maple,aspen,other X evergreen tree: fir,cedar,pine,other X shrubs X grass pasture crop or grain wet soil plants: cattail,buttercup,bullrush,skunk cabbage,other water plants: water lily,eelgrass,milfoil,other X other types of vegetation b. What kind and amount of vegetation will be removed or altered? Grass and trees to make room for planting commercial nursery plantings and a parking lot and building for commercial landscaping business. c_ List threatened or endangered species known to be on or near the site. None d. Proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site,if any: Our intent is to make as low of an impact on this piece of property as possible and adhere to Landscaping ordinance 17.41. 5 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron,eagle,songbirds,other:local small birds. mammals: deer,bear,elk,beaver,other: small mammals fish: bass,salmon,trout,herring,shellfish,other: None b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so,explain. No d. Proposed measures to preserve or enhance wildlife,if any: None. 6. Energy and natural resources a. What kinds of energy(electric,natural gas,oil,wood stove,solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing,etc. gas,electric,and solar b. Would your project affect the potential use of solar energy by adjacent properties? If so,generally describe. no c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,if any: 7. Environmental health a. Are there any environmental health hazards,including exposure to toxic chemicals,risk of fire and explosion,spill,or hazardous waste,that could occur as a result of this proposal? If so,describe. No 1)Describe special emergency services that might be required. None 2)Proposed measures to reduce or control environmental health hazards,if any: None 6 b. Noise 1)What types of noise exist in the area which may affect your project(for example: traffic,equipment,operation,other)? None 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic,construction,operation,other)?Indi- cate what hours noise would come from the site Normal construction noise during grading of the site and future building on the site. In.the future normal noise associated with a commercial nursery,water sprinlders, operation of equipment,etc. 3)Proposed measures to reduce or control noise impacts,if any: None 8. Land and shoreline use a. What is the current use of the site and adjacent properties? Open space for the site. Residential homes and forestlands on adjacent properties. b. Has the site been used for agriculture? If so,describe. No c. Describe any structures on the site. One water well for irrigation purposes. d. Will any structures be demolished? If so,what? No e. What is the current zoning classification of the site? LM1 f. What is the current comprehensive plan designation of the site? CTY g. If applicable,what is the current shoreline master program designation of the site? Not applicable 7 h. Has any part of the site been classified as an"environmentally sensitive"area? If so,specify. No i. Approximately how many people would reside or work in the completed project? Estimated 5 to 7. j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts,if any: None j. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any: Proposal is compatible. 9. Housing a. Approximately how many units would be provided,if any? Indicate whether high,middle,or low-income housing. None b. Approximately how many units,if any,would be eliminated?Indicate whether high, middle,or low-income housing. None c. Proposed measures to reduce or control housing impacts,if any: None 10. Aesthetics a. What is the tallest height of any proposed structure(s),not including antennas;what is the principal exterior building material(s)proposed? Less than 35 ft. Wood,stone,and cement. b. What views in the immediate vicinity would be altered or obstructed? None 8 c. Proposed measures to reduce or control aesthetic impacts,if any: Landscaping 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Little or none,evening headlights from entering vehicles. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts,if any: None 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Padilla Bay to the North of the site. b. Would the proposed project displace any existing recreational uses? If so,describe. No c. Proposed measures to reduce or control impacts on recreation,including recreation op- portunities to be provided by the projector applicant,if any: None 13. Historic and cultural preservation a. Are there any places or objects listed on,or proposed for,national,state,or local preser- vation registers known to be on or next to the site? If so,generally describe. No b. Generally describe any landmarks or evidence of historic,archaeological,scientific,or cultural importance known to be on or next to the site. None Known. c. Proposed measures to reduce or control impacts,if any: none 9 14. Transportation a. Identify public streets and highways serving the site,and describe proposed access to the existing street system. Show on site plans,if any. Padilla Heights Road serves the site from the South. A driveway from Padilla Heights Road to the parking lot will be constructed. b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? No c. How many parking spaces would the completed project have? How many would the project eliminate? 18 parking spaces will be created in the parking lot. d. Will the proposal require any new roads or streets,or improvements to existing roads or streets,not including driveways? If so,generally describe(indicate whether public or private). No e. Will the project use(or occur in the immediate vicinity of)water,rail,or air transporta- tion? If so,generally describe. No £ How many vehicular trips per day would be generated by the completed project?If known,indicate when peak volumes would occur. From the ITE Trip Generation(Third Edition)Report based on Industrial/Agricultural type business activity we have 60 x 1.36=82 ADT. Peak volumes would occur at the start and end of the work day periods. g. Proposed measures to reduce of control transportation impacts,if any: None required. 15. Public services a. Would the project result in an increased need for public services(for example:fire pro- tection,police protection,health care,schools,other)? If so,generally describe. Yes.For normal water,sewer, police,fire etc. 10 b. Proposed measures to reduce or control direct impacts on public services,if any. None 16. Utilities a. Circle utilities currently available at the site: electricity,natural gas,water,refuse serv- ice,telephone,sanitary sewer,septic system,other. All are available b. Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. City water, city sanitary sewer, Cascade Natural gas, Comcast cable TV, Puget Power electricity,Verizo, Telephone C. SIGNATURE ' The above ans - ;' ..1 complete to the best of my knowledge. I understand that the lead agency is relying on 1 :.- �; • ' decision. Signature: Date Submitted: 7 g .�.�1 0 D. SUPPLEMENTAL I ► FOR NONPROJECT ACTIONS (do not use this sheet for project actions) Because these questions are very general,it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions,be aware of the extent the proposal,or the types of activities likely to result from the proposal,would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water;emissions to air;pro- duction,storage,or release of toxic or hazardous substances;or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants,animals,fish,or marine life? Proposed measures to protect or conserve plants,animals,fish,or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 11 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated(or eligible or under study)for governmental protection;such as parks, wilderness,wild and scenic rivers,threatened or endangered species habitat,historic or cultural sites,wetlands,floodplains,or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use,including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s)are: 7. Identify,if possible,whether the proposal may conflict with local,state,or federal laws or requirements for the protection of the environment. WAC 197-11-965 Adoption notice. ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Adoption for(check appropriate box)❑DNS 0 EIS 0 other Description of current proposal Proponent Location of current proposal Title of document being adopted Agency that prepared document being adopted Date adopted document was prepared Description of document(or portion)being adopted 12 o• City of Anacortes Building Department Development Review Committee (DRC) Application and Transmittal Form Type of DRC meeting requested (check one): General information meeting Pre-application conference Name: 5 .,,. Sc.v,e,r+rv►-A Phone:�0.3—cc oo ro Address:.�\-1 W PU.q 5v4c.t. 1p\ Fax: Project: C..\611„ 1 S 1/4A\Ydrk (,z AuaJ 1 S4C� Location of Project: C3 S3 �a,�;,��;� }� V Brief Description of Project (size,scope,etc.): When all of the required information has been received, City staff will schedule your DRC meeting date. Staff must have at least a week for an application to be distributed/reviewed. DRC meetings are held every Tuesday and generally start at 1:15 p.m. Representatives from applicable City Departments will be in attendance. Due to the number of DRC meeting requests,discussion will generally be limited to 30 minutes per project. However,if you feel you may require additional time, please inform our office so we may adjust the schedule accordingly. * x::-:. ... . :* * x-** x ** -FOR OFFICE USE ONLY': :. . THE MEETING HAS BEEN SCHEDULED FOR(DATE/TIME): APPLICANT NO 11MED BY(INITIALS/DATE): ,n e _`Z T -ft(*N--% Distribute with Attachments to: Don Measamer,Building Steve I ange,Engineering Dave Walde,Public Works Gary Barnett,Engineering Marc Krueger,Operations Dan Harju,Fire Rick Harvey, Operations Rob Hoxie, GIS Coordinator Assigned Engineering Department Review and/or Consultant: 1. 2. By: Date: RETURN COPY TO BUILDING DEPARTMENT AFTER COMPLETED Effective Date Policy No.02-001 DRCApplicantion.doc ir SCHEMMER ENGINEERING INC. June 14, 2004 Mr. Don Measamer Anacortes Planning& Community Development P.O. Box 547 Anacortes, Washington 98221-0547 Re: Simply Yards Property off Padilla Heights Road Anacortes, Washington Drainage Report and Plans for Site Development Dear Don, Please see enclosed 4 sets of a Drainage Report and Plans for Site Development for John Childs property off Padilla Heights Road. John is seeking approval to grade and shape his property to be used for activities related to his Commercial Nursery business. Please note that the planned use of John's property improves its protection of downslope properties, and note further that we propose parking area detention and drain-rock distribution of the site runoff. Also note that no present defined runoff corridor exists, flows now exiting the site are by way of sheet flow across adjacent land. Actual building on the site will be a part of subsequent permit submittals, at which time the appropriate connections to sanitary sewer and City water will be defined. Please advise as to comments regarding this submittal, and know that Mr. Childs would like to begin as soon as possible shaping the site to accommodate the use for which he purchased it. Sincerely, • :4nginee ' c. 11, Jo -s A. Schemmer, P.E. cc: John Childs file Phone: (360)293-9006 317 Commercial Avenue—Suite 101 Fax: (360)293-4051 Anacortes,WA 98221 www.schemmereng.com SCHEMMER ENGINEERING INC. Transmittal To Mr. Don Measamer Plans Examiner-City of Anacortes P.O. Box 547 Anacortes,WA 98221 From: Jim Schemmer SCHEMMER ENGINEERING INC. 317 Commercial Avenue, Suite 101 Anacortes,Washington 98221 CC: John Childs Data June 17,2004 Rey Childs Property-Padilla Heights Road n J., 1 7 2004 •Page 1 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 >0 P.O.BOX 547,ANACORTES, WA 98221-0547 FAX (360)293-1938 74, 189} ,w IAN MUNCE, DIRECTOR • EDWIN FRANK, BUILDING OFFICIAL • Email:ed@cityofonocortes.org .gCOg& July 1, 2004 t. - riirmir Mr. Jim Schemmer Schemmer Engineering 317 Commercial Avenue, Suite 101 Anacortes,WA 98221 RE: Simply Yards Grade and Fill John Childs Project 9383 Padilla Heights Road Dear Mr. Schemmer, This letter follows our most recent conversations and the DRC meeting of June 22, 2004, regarding Mr. John Childs project at 9383 Padilla Heights Road. 1. The project will require completion of a SEPA Checklist. (In excess of 500 yards) • 2. Complete grade and fill application and identify adjoining road frontage improvements. 3. Provide copy of written requirements from Skagit County for work taking place adjacent to the existing well. 4. Provide a copy of a recent boundary line survey. Other items may need to be addressed as the project progresses. Thank You, CITY OF ANACORTES Don Measamer Senior Plans Examiner �s Q : City of Anacortes Building Departmut it w'; Development Review Committee (DRC) 4. Application and Transmittal Form Type of DRC meeting requested (check one): _General information meeting y\Pre-application conference Name: S,.,,�, Sc�, eivor4A Phone: q nOb Address:.�� 1 CO(NwitiL ft ..Q 15v"4 10 Fax: Project:�v. C.�.�1.Z.S `S'' �� (A,, tc4-tO {�•+s.=-�-� s.1 . Location of Project:_ '&3 S 3 \\ Brief Description of Project (size,scope, etc.): S c.¢, towc. , . When all of the required information has been received,City staff will schedule your DRC meeting date. Staff must have at least a week for an application to be distributed/reviewed. DRC meetings are held every Tuesday and generally start at 1:15 p.m. Representatives from applicable City Departments will be in attendance. Due to the number of DRC meeting requests,discussion will generally be limited to 30 minutes per project. However,if you feel you may require additional time, please inform our office so we may adjust the schedule accordingly. . . . . . .ti . . . * . . . . . . . . . . . .::-FOR OFFICE USE ONLY';... . . . . . . . . . . . . . . . . . . .. . . . THE MEETING HAS BEEN SCHEDULED FOR(DATE/TIME): APPLICANT NOTIFIED BY(INITIALS/DATE): -�I�- Distribute with Attachments to: Don Measamer,Building Steve Lange,Engineering Dave Walde,Public Works Gary Barnett,Engineering Marc Krueger, Operations Dan Harju,Fire Rick Harvey,Operations Rob Hoxie, GIS Coordinator Assigned Engineering Department Review and/or Consultant: 1. 2. By: Date: RETURN COPY TO BUILDING DEPARTMENT AFTER COMPLETED Effective Date Policy No.02-001 DRCApplicantion.doc SCHEMMER ENGINEERING INC. June 14, 2004 Mr. Don Measamer Anacortes Planning& Community Development P.O. Box 547 Anacortes, Washington 98221-0547 Re: Simply Yards Property off Padilla Heights Road Anacortes, Washington Drainage Report and Plans for Site Development Dear Don, Please see enclosed 4 sets of a Drainage Report and Plans for Site Development for John Childs property off Padilla Heights Road. John is seeking approval to grade and shape his property to be used for activities related to his Commercial Nursery business. Please note that the planned use of John's property improves its protection of downslope properties, and note further that we propose parking area detention and drain-rock distribution of the site runoff Also note that no present defined runoff corridor exists, flows now exiting the site are by way of sheet flow across adjacent land. Actual building on the site will be a part of subsequent permit submittals, at which time the appropriate connections to sanitary sewer and City water will be defined. Please advise as to comments regarding this submittal, and know that Mr. Childs would like to begin as soon as possible shaping the site to accommodate the use for which he purchased it. Sincerely, 417nginee ' nc. Jo -s A. Schemmer, P.E. cc: John Childs file Phone: (360)293-9006 317 Commercial Avenue—Suite 101 Fax: (360)293-4051 Anacortes,WA 98221 www.schemmereng.com 27:'''------.---. \ K�T�: �\ NOTES: PLAGE,TO GO►IPL AND EfE MER A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF ANACORTES , EL.) , STANDARD PLANS AND SPECIFICATIONS, WASHINGTON STATE DEPARTMENT OF q \ TRANSPORTATION/AMERICAN PUBLIC WORKS ASSOCIATION CURRENT STANDARD E o+ o t f, = T ` SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. SHEET C2 ri ` • �\ ( J , !/fir/r�� \ \ B. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE • J f �, ` ` CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE /', v y! . � ,, ` _ \ • �`- , CONTRACTOR SHALL CONTACT THE CITY PUBLIC WORKS DEPARTMENT AT (360) 293-1919 ,p / // / / . ,_ � rr✓��ff�f�, i` N. �` \ ` TO SCHEDULE A PRECONSTRUCTION CONFERENCE. ( 7A f` j" ; ram_�if_� \ • I I i" / -I/'` �� . C. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER - /"//. /' / r l \` \ -,..,, -� CONSTRUCTION IS III! PROGRESS. I / i ,r ../<//, / • r �, \ ! D. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE i / '' //' // / %" \ APPROVED PLANS. ANY DEVIATION FR01,4 THESE PLANS WILL REQUIRE PRIOR APPROVAL `( %f' , / ' / j' j / //`� % _ ~,, \ - FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES, i j, ' i �. f:::// /1_/..://(__,/,/.,„/,1,.."/.//////://1/: \ E, ALL LOCATIONS OF EXISTING UTILITIES SH014'N HEREON HAVE BEEN ESTABLISHED BY a ' i JJJ / f,' �,-i j i �_, \ FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE ii `/ %' / CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE, IT IS THE SOLE au. . j, � � ; / s RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL -�P i2 f _ ' 'f'" -J' \ UTILITY LOCATIONS SHOWN AND 'i0 FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES &7 NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.f' / / / \,�' f>."f i / , / F. THE CONTRACTOR SHALJ_ KEEP OFF-SITE STREETS CLEAN AT ALL TIMES 8Y SWEEPING. — / / / / i .,/ (,� / / � I • WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF ANACORT'E5 /�; 1/ ' ,,' i/ •. !' !" APPROVAL. __rs.. :,-__— i r': t / ' / / / '-'/ G. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO INITIATING WOR{' THEJ/�. 1 / // i / ".: . / If \ \ CONTRACTOR/OWNER SHALL. IJOIIFY SCHEMIv(ER ENGINEERING IIJC. AND TH1= CITY ; r ;' /' .. ENGINEER WHEN CONFLICTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. // /� /`'/ /'//j �/; / / / \_'', CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. 'e c ) 1 • I, i - �` /' -. - / H. PI.ACEMENfT REQUIREMENTS FOR CULVERTS AND STORM SEWER INSTALLATION SHALL BE _ .ago / �/ J 1- / j / / i AS INDICATED IN THE WSDOT/AF'WA SPECIFICATIONS SECTIONS 7-02 AND 7.04, i °°°° d°tees. �� / RESPECTIVELY, AND AASHTO SPECIFICATIONS WITH THE FOLLOWING CLARIFICATIONS: �. E . /on `�, i` / GRAVEL PARKING i / i�" �, � j, , ; / �' I. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PRCENT MAXIMUM N � 0 ! % '/ i' / / /, i / % y% _v DENSITY, MODIFIED PROCTOR, , 1 �_____ -� �` j '/ : LOWER EXISTING �' / f---'-' t ' :. - ! .. /''' ' / Z7/ 7 / IRRIGATION WELL % / , ' / / i' / , TO MATCH J r" j 5/. I PARKING DESIGN / / %. / r /, f / o II /,. / GRADE ;. // / '` C,� 10' .� 1 ' ' ' % ' I ' / (l' ' 60 / . : / ! / / ! GRAVEL- PARKING �/ / / / ( / PADILLA -1 :',:?.c.41c?) %' / / I i ,.-- _/. / / / • 6° • 1 Ili to ` • _ ..; 4 4 / -----: II J i /I I E.r+„."7:.'s -..--'-',.. Z z Csi- 1 i / iiiiiiL "ff\N\L , , .., ,tt,„ ,. 3 /- ___--- 7 1 - ..... / i z/ ,-----'/-r- - - 1 / / / -------_____- -_._'---..--",L, /- . / ..%'" ,---' ----- i ) •l l l �I .,,, „L., 0__i: � Iii , . , f f, , ' r , ________ i �137.39 ; —" - R - _, " / I .lIl%, ` • W o_ x 7------'irillir --~ ` I RZt7.0�' �' / i f� ,«� 7 / :iTE ` 1 Cl' rj¢ ilh4.411110 1 c ii. .____ ,. __ ______ __ \ ______ ----/....„ i _ ./-'-=::::::- Al h /,. /" / i; / '' `\,l~\ , �' /l ,fJ yr .r:.r. ,_------------<„: 1 / / I 1 jl-D 1 ___ _____ i --- _ �, --- _ I 1 f \ ( , S. Ar I F'A Lib ii lKdt+T I • \ \ ' ! N ' ' IV AP ,„. ________ _____ ,. , _, , „: ....,... ,,,, , ,,________ __________ _____._______ ___ ,, ----- I , 116--- ---- , ,„-• SITE PLAN CONSTRUCTION SEQUENCE ORDER OF COMMUNICATION SHEET INDEX: 0 �.. P1 1. CALL FOR A PRECONSTRUCTION MEETING WITH APPROPRIATE Cl SITE PLAN AGENCIES PRIOR TO STARTING ANY WORK. CITY: CITY OF ANACOR1t.5 C2 MISC DETAIL ; 1— 0 Z N 0 TE: DON MEASAMER ' 2. MARK CLEARING AND CONSTRUCTION LIMITS PRIOR TO START OF 904 6TH STREET : Ili PROPERTY: 1.28 ACRES SCALE 1"=20' ON SITE WORK. ANACORTES, WA 98221 '• Ill I 0 IMP AREA: 0.42 ACRES � 3. INSTALL TEMPORARY SEDIMENT PONDS AS REQUIRED. (360) 293-1920 Q„ oaN 0.112_0 10 4. CLEAR AND GRUB SITE, INSTALL FILTER FENCE AND TEMPORARY OWNER: JOHN CHILDS ' ✓ ' I CI II INTERCEPTOR DITCHES AS CONSTRUCTION ACTIVITIES PROGRESS. PADILLA HEIGHTS RD ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE PARCEL • P115876 a. PERIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THE ANACORTES, WA 98221 ' cif, _ (C) SITE. ENGINEER: SCHEMMER ENGINEERIUG LNG 5. ROUGH GRADE ROADWAY AND DRIVEWAY CONSISTENT WITH THE 317 COMMERCIAL AVE, SUITE 101 "I SEQUENCING OF THE GRADING. ANACORTES, WA 98221 1 I 6, INSTALL UTILITIES AND PERMANENT STORM DRAINAGE ELEMENTS. (360) 293-9006 C) a. co COMPLETE THE ROUGH GRADING OF ALL AREAS. ' 7. FINE GRADE AND PAVE THE ROADWAY AND DRIVEWAY. I APPROVED FOR CONSTRUCTION8, HYDROSEED AND MULCH ALL EXPOSED AREAS. CALL 48 HOURS . JOB 110. os-eels 9, REMOVE TEMPORARY EROSION CONTROL FACILITIES ONLY AFTER BEFORE YOU DIG ENTIRE SITE IS STABILIZED, THE POTENTIAL FOR EROSION HAS ,1 SHEET PASSED, AND THE COUNTY HAS APPROVED. _ 1 --800--424-5.. 55 •T�� n�o► ne,rrrr CITY ENGINEER _ - - APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN 1 OF 2 I ! \ — ` `� a ��--_ N \ _ \10TES: .1 6Er1C InKLL 9E\ \` • �. , f-0RkfEO AND POUR IN �� \� I ---PLACE JO COMPLEr IaER _ �\ A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF ANACORTES ;1 �, \� ! �` \ �� �' �� STANDARD PLANS AND SPECIFICATIONS, WASHINGTON STATE DEPARTMENT OF \ ` \ \ TRANSPORTATION/AMERICAN PUBUC WORKS ASSOCIATION CURRENT STANDARD s``o� PIPE \ _ �` r t SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. IE = 34.0 \ \• , SEE DETAIL A \` \ \ L SHEE f C2 \ I B. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE ✓. �' � �f�if =_ -N \ CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. PRIOR TO my SITE WORK, THE 1 4 •✓� � ��lfilli.: �., \ "�� CONTRACTOR SHALL CONTACT THE CITY PUBLIC WORKS DEPARTMENT AT (360) 29 ,-191 i�I i // '/:, ,T-/, ✓�f flfjl -`- \ \ TO SCHEDULE A PRECONSTRUCTION CONFERENCE. • 1 / •/ / /- " • i77l • '\ C. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER i // -• / �,,` / / i f!rI// N. •• ' \ CONSTRUCTION IS IN PROGRESS. !. • / l: % / !/ / / ,' i f/ // �'� `� ( - ,. I D. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE i / 'f \ APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL I / / t; / i i ,; _; / / / ,i - \ \ --_ FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. ! E. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY a ! o � �;\ „� f� / �: / / /// -_,,` _ FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE J' / �' ' / / / /`� - % CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE:. IT IS THE SOLE ( ' N RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL 1; �QU,LF;01=,6 / // / /� UTILITY LOCATIONS SHOINIJ AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES /yam ;/ � / ,./,,,, /� 1 `- /; ," PIF;/II?1r' i /, /� % NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. - / i, f ' / ;/ / , , �'i' // , / �' / F. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. cr d" �' //,// / i N . WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF ANACORTES / l / /�. ;' %J/ • / / APPROVAL. - — c 2 /// ' J / / /� '/ /�j J / � / � •�_\ G. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO INITIATING WORK. THE �v, ,� 1111111h i /�" , / / / /... J \� CONTRACTOR/OWNER SHALL NOTIFY SCHEMMER ENGINEERING INC. AND THE CITY ! ' /((( // i \ ENGINEER WHEN CONFLICTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. �" //��/, / / ;% 1 CONFLICTS SHALL BE RESOLVED PITIOR TO PROCEEDING WITH CONSTRUCTION. (t�iIII $ , / / , �%/''/ / ,./ %i // % H. PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER INSTALLATION SHALL BE =---`any --�---_ f ' I .,/ i / / / AS INDICATED IN THE WSDOT/APWA SPECIFICATIONS SECTIONS 7-02 AND 7.04, i °°'_3' °�OP+� ,/% i I %/� ,/ • /' / / / / RESPECTIVELY, AND MSHTO SPECIFICATIONS WITH THE FOLLOWING CLARIFICATIONS: ,< G,vb 4`�; S. �� .' ;'� / / �I I. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PRCENT MAXIMUM , 4 .1'�? Zw ;� i GRAVEL PARKING _ ''3r. �y �, ;" / / / DENSITY, MODIFIED PROCTOR. - a I �� �i 0 - / /' / 1.1 / ( Via.. �g ° / , , .,,./ ,...• , ti r- ^r_ rr - = + / / LOWER EXISTING /• / , j y �� / / IRRIGATION WELL / , ` j f �, TO MATCH ;• / / '/ i / �i , / / PARKING DESIGN / j / / / ! / /i / i t� GRADE ! / ! • /. / i / t I '� 0 % , l / / , PADI�,�,A Z a N / I / / / / /! j GRAVE • L PARKING / I f ' .tili j ;' ;' zijj w l �`— / / /_ J / I I ! Z N --_ / .r •� / • ./// / / ....----- 'ram ` I i i { / / .✓mow'" `' -� r I ¢°� 3 ., • ,7- i / . / •.„ r , • , .., / / , 7 / _f. J Q Q ii..:: l . , 7 f. / q i.. ,,,0;00.007 / 7- ---- I l ,) • ,-- ---- ----- / 1 / / / / / ..--- 1 I, � � , R2).00` 1 R � ,,I 1 1/ � 20.00 ( ' sres' � ------ .--- ) ( , ;7 ) N , ._ ___- , — —..„...,,.%- --- -_—:,--- — \ r / 1 1, _.,1 .2-- ).,, 7 ,,- / i _ ___ ____ _ , _______,,., , / i , L 11 i ,„ Mmalik ,, ! . , . . - .,... _ ____ _____)--, , , ,,,,, , , [ , , , / ./ „ ..._ / _ ---)__ \ 1. 1 ,-- 7 _, , I , / I 1 , , m .____ . 7 „, , ) __ . , --• ____ i. , \, 1 1 ., , ,N. ., , , PALS _LA HEINGHT Ri5 X I -- - • \ _______„:„. „______„"__________ __Ln...... ( > \ \ 11 , .._____ . ._ _ , , , _ -___ _ .., , _— ,;‘, .,, \,.., . \ ,/ • ____ _ _ ___.,„..„ _ __,....... , , ,, ,. 1--- , ,— . , v 1 41, r \./ iv p , __ , --- „-- — - , .„..._ 7 _____ , „, _____ 1 1, ,....______ —, f i �. — — _�� r _- \ ',, \ L SG E: "TS LC , ,..,..„. ,,, . SITE PLAN CONSTRUCTION SEQUENCE ORDER OF COMMUNICATION SHEET INDEX: 0 1. CALL FOR A PRECONSTRUCTION MEETING WITH APPROPRIATE C1 SITE PLAN i >" AGENCIES PRIOR TO STARTING ANY WORK. CITY: CITY OF ANACORTES C2 MISC DETAILS ; ► NOTE : 2. MARK CLEARING AND CONSTRUCTION LIMITS PRIOR TO START OF 904 TNN SS REERET 79:13..1 (,� PROPERTY: 1.28 ACRES SCALE 1"=20' ON SITE WORK, ANACORTES, WA 98221 IMP AREA: 0.42 ACRES �— 3. INSTALL TEMPORARY SEDIMENT PONDS AS REQUIRED. (360) 293-1920 n ° 0 10 �-i 4. CLEAR AND GRUB SITE, INSTALL FILTER FENCE AND TEMPORARY OWNER: JOHN CHINS �; Z INTERCEPTOR DITCHES AS CONSTRUCTION ACTIVITIES PROGRESS. PADILLA HEIGHTS RD PARCEL $ P115876 ' ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE ANACORTES, WA 98221 �,� �' -�PERIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THEL1. SITE. ENGINEER: SCHEMMER ENGINEERING INC In OD 5, ROUGH GRADE ROADWAY AND DRIVEWAY CONSISTENT WITH THE 317 COMMERCIAL AVE. SUITE 101 -I IAA SEQUENCING OF THE GRADING. ANACORTES, WA 98221 { - 6. INSTALL UTILITIES AND PERMANENT STORM DRAINAGE ELEMENTS. (360) 293-9006 0 In E5 COMPLETE THE ROUGH GRADING OF ALL AREAS, APPROVED FOR CONSTRUCTION --. 7, FINE GRADE AND PAVE THE ROADWAY AND DRIVEWAY. CALL 48 HOURS • 8, HYDROSEED AND MULCH ALL EXPOSED AREAS, : .i©i3 iV 4. I o8-BCIe 9• REMOVE TEMPORARY EROSION CONTROL FACILITIES ONLY AFTER BEFORE YOU DIG • ENTIRE SITE IS STABILIZED, THE POTENTIAL FOR EROSION HAS 1 -8U0--424-5555 • - SHEET , Cl PASSED, AND THE COUNTY HAS APPROVED. L 10. CLEAN ANY SILT WHICH HAS ACCUMULATED IN THE PERMANENT CITY ENGINEER 1-T - - - - :+ APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN OF STORM-DRAINAGE SYSTEM AND THE SWALES ON StTE. - , 2 .n r� r•i, I MI !1T II AT C. 1 ( ,., -... ..:'-- \ '-----..„:\ �ucE co►�PUtE IER�, \\\\ \ ` \ \ \ A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF ANACORTES \\ �\ \ \ \\ \ ( \ 1 STANDARD PLANS AND SPECIFICATIONS, WASHINGTON STATE DEPARTMENT OF \ \ \ \ ��� \ TRANSPORTATION/AMERICAN PUBLIC WORKS ASSOCIATION CURRENT STANDARD E ��sa a' 1�'<��i� \ ` \ SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. SEE DETAIL A \ SHEET D2 \` Di....„,; ,- \ \\ \�\\� ,, \ \ ` \ \ \\ \ \\ \ \ B. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE � + \ \ \ \ � \ CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE \ CONTRACTOR SHALL CONTACT THE CITY PUBLIC WORKS DEPARTMENT AT (360) 293-1919 / 01// • \ \�\\ \ \�\ \ \\ TO SCHEDULE A PRECONSTRUCTION CONFERENCE. 7// „- '�� \\ \ \ \ � C. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER Orr \\ \ \ \ �� \ CONSTRUCTION IS IN PROGRESS. �i PP '`'� \ �� \\ \ \ K \ , D. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE - f \ \\\\ APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL / ' / / \ \\ \ N / FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES, / \ 1; E. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY•� \ \If f /1" f / �; \ \ FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE Ei A/ 2> / CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE n �I a 0 LF�F / 1 \ \` ` \ \ \ RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL -- :(1:, E PIP ,� \\ � UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID AtJY OTHER UTILITIES �\/ V \ \ \ \ NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. rAl / 2` / ��\ \"\ F. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. �I / / ` ' ' / / \ \ \ N. N WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF ANACORTES ! / / / / \ \ APPROVAL. / ��A / / / . \ \ \, ` G. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO INITIATING WORK, THE > 0 i / \ CONTRACTOR OWNER SHALL NOTIFY 1D/ / ; / ) \ / SCHEMMER ENGINEERING INC. AND THE CITY / / \) "\ \ ENGINEER WHEN CONFUCTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. / / , / \�� CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. rE ; I / H. PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER INSTALLATION SHALL BE j' / / / /� I AS INDICATED IN THE WSDOT/APWA SPECIFICATIONS SECTIONS 7-02 AND 7.04; ,•�' ■■'.��`�NT,, ¢ / / i / / / RESPECTIVELY, AND MSHTO SPECIFICATIONS WITH THE FOLLOWING CLARIFICATIONS: I _'1 SaN' ��/ GRAVEL PARKING " �' '►/ I. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PRCENT MAXIMUM ;;, ,� W __ _____ „..., _, / / / / / DENSITY, MODIFIED PROCTOR. 1; '4,0:,' iu1!-44 v/. o in A,'" / ( / , L______ _____ LOWER EXISTING ________ / �/ / IRRIGATION WELL / / / j% c- / , TO MATCH / / / ___ PARKING DESIGN / / / / / / / / GRADE � / le ; f / / / / / i .." 10' ii ' / /- / 1 0 i / 7 ' / / �, /' j / 4� GRAV, L'PARKING / // I ' PADILLA N / /6° h 1_, )1 ''''. l / / ( W� _ r 7..........,_ / / 3 -r ", ________ Z W� I __, / / / / / / P4r LIJ Q o0 7 ( 7--- / ! / / / i J / // / u' isl'':E / IF 137.39 , - / / -- / / 0 , Aill , o ix W i / / ______- --_____L_- - -Li-_-_-___ __., ( /z 7 1 00t .....,---, sr ..„.. , 4 1 L ,. (-- K \ r --- 1 , 1 I 1 , ____ ____... ___ ,\___ .. _______ 1 1 , 1 4 , / .„) ____ ,— i / k/ / i m- 11111kVilliklik ,, _ \ -- N , NI" rm, I ( \ , 4 ,- \ \ ( .1 1 - r _ ...___I_ .1 _ ______ /� --� \ pm �` _______ _____, , _______ ..,, ...., , .. ,,,,„. .. 1 L , , . .._.„ . 0. MIL Cl 41‹ SITE PLAN CONSTRUCTION SEQUENCE 1. CALL FOR A PRECONSTRUCTION MEETING WITH APPROPRIATE ORDER OF COMMUNICATION SHEET INDEX: 0 AGENCIES PRIOR TO STARTING ANY WORK. cm: CITY of ANACORTES c1 SITE PLAN NI 0 TE`. DON MEASAMER C2 MISC DETAILS ill CC I., 2. MARK CLEARING AND CONSTRUCTION LIMITS PRIOR TO START OF 904 6TH STREET Z SCALE 1"=20' ON SITE WORK. PROPERTY: 1.28 ACRES ANACORTES, WA 98221 IMP AREA: 0.42 ACRES Q•■er o � 3, INSTALL TEMPORARY SEDIMENT PONDS AS REQUIRED. (360) 293-1920 a. > 4. CLEAR AND GRUB SITE, INSTALL FILTER FENCE AND TEMPORARY OWNER: JOHN CHILDS 0 L INTERCEPTOR DITCHES AS CONSTRUCTION ACTIVITIES PROGRESS. PADILLA HEIGHTS RD ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE PARCEL >i` P115876 PERIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THE ANACORTES, WA 98221 Cl. "0 SE. ENGINEER: SCHEMER ENGINEERING INC N ®. 5. ROUGH GRADE ROADWAY AND DRIVEWAY CONSISTENT WITH THE 317 COMMERCIAL AVE. SUITE 101 SEQUENCING OF THE GRADING. ANACORTES, WA 98221 11,11 6. INSTALL UTILITIES AND PERMANENT STORM DRAINAGE ELEMENTS. (360) 293-9006 I < I®- COMPLETE THE ROUGH GRADING OF ALL AREAS. a. 0 7, FINE GRADE AND PAVE THE ROADWAY AND DRIVEWAY. APPROVED FOR CONSTRUCTION 8, HYDROSEED AND MULCH ALL EXPOSED AREAS. CALL 48 HOURS Joi NO. 9, REMOVE TEMPORARY EROSION CONTROL FACILITIES ONLY AFTER BEFORE YOU DIG t` 0$4641 ENTIRE SITE IS STABILIZED, THE POTENTIAL FOR EROSION HAS - SHEET PASSED, AND THE COUNTY HAS APPROVED. 1-800-424-5555 Cl 10. CLEAN ANY SILT WHICH HAS ACCUMULATED IN THE PERMANENT _ _ 4.CIIY_ENGINEER STORM DRAINAGE SYSTEM AND THE SWALES ON SITE. t- - APPROVAL EXPIRES ONF YEAR FROM fATF SWCtWN __f Ar {`If P. I DI nT f1AT�. I DRAINAGE REPORT FOR SIMPLY YARDS FOR PROPERTY LOCATED OFF PADILLA HEIGHTS ROAD ANACORTES, SKAGIT COUNTY,WASHINGTON PREPARED BY SCHEMMER ENGINEERING INC. 317 COMMERCIAL AVENUE SUITE 101 ANACORTES,WA 98221 DATE JUNE 2004 03-356 Simplly YaSs9 A mcor tes , WA DrahiRage Report ,ii,ABLE07 CONTENTS _ - --- - - — PAGE Intll oc uct iiii 0 0 0 0 0 0 0 0 0 0 0000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 a 0 0 00 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 00 �1 �/)/-��� (/��- 1,n){�p p/�p ry/`71p�1 (/gyp 21 I ft t/ ILI! 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R O O O O O p O 0 0 O 0 9 0 9 0 0 0 0 0 0 0 0 0 0 P 9 0 0 P p 0 0 0 p 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 0 0 0 0 0 0 0 0 0 0 0 0 P 9 0 0 0 0 p 0 0 0 0 0 0 0 iT V alllues Used in he • 1niafivsis0 000000000000000000000000006000000000000000000000000000000000000000000000000 4. n / Water �u iiUIO04000000000000006, 0000900000000000000000000 000000000000000000000000000000000000000000000000 O 000000 4 y n'Temporary ER°0 011 and Se nentation COft0& o . 4000000040000000000000000000000090000000000000000000004 4 a Operationsand i74ai[ te1+1+ a11iice0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 00 6 DetentionSummaryo 0000000000000000000 o 00000000O 00000000 O OO 000000004000OOO 0000000000000000000 O 004000000000000 d{r O Outlet Control ry `ryu c! u re 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 00 0 • 0 0 00 5 DownstreamConditions . 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o 0 0 q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 O O O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 000 5 ��(//�j7���7'p1� 7'!/'14' 1r,�\�\} {(l-�. �(\T\ }1J1r 1�I O{,�( �I/' 1A1 ��}J�+ yl�1�y'�1 �� ` �"'��+ -'Re ai 9 ss 1 vlhurcr ut g 411 l l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `✓q Site map &. npervious Brea Cale 11at1onS000000400000000000000000000000000n 000OOOOo0000a0000a0000000000 1 / T. ydlr°ogrrap ��( eii 'I ¶ rTYII Pe�'/ o Recap and �1umma ' y Report . . . . . . . . . . . . . . . . . . OOODOOOOO000OOOOOOOOOOOOO18\\\\\\ �1'lS�{{l�(lll u� 1 ll tiJ u oil} �11 1�} yd og r 2 liu 111�1e O WSO 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 O OO 19p Reservoir Report and Ilydrogra �1 lPlots00000000000000000000000000000000000000000000400000000000000000000 23 6 Pon MR I.Wp O { 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 4 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O D O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 4 0 D D O O 9 0 0 0 0 0 0 0 0 0 0 O D O 0 a 0 0 2 Vq Pond D gra lit1 000000000000000000000004400000000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 2 / Maintenance and Operation M[i514.tiut1 l4000444400044440000000000000000000000004000000000000000000000000000040000 Dat a : ata o O Flow`7Chart as to Rerld yLLire LYE ntS o 0 0 0 00000004000000 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000043 0 0 00040000 .00 0✓ Ol O Storm ` • ` 'ater Slit Pli niH Sec001(1rs0000 000000000O0000000O 000000000O000000 O 000000000000000O 000000O P00000000 � J O Activities Checklist . .hf 0 . 00000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 000000000000000000000000000000000 O S "tvrm `ater Control Scenaidlios0000000000000000000000000000000000000400000000000000000000000000000000041 O Runoff' Cunt N inniiVers0o 0 o0o00000000000o000000000 0000000000000000900a0 o 0000 o 0000000000000000000000 0000 116 O Volume Correction Factor. 0 0 0 0 0 0 0 o D o 0 0 0 0 o p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `u'-ol iteP l apn 0 0 0 0 0 0 O O O O 0 O 0 o 0 0 0 0 0 O 0 0 0 a 0 a O O O O 0 O O 0 O O D o 4 0 o O 0 O O o o O o 0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 O 0 O 0 V./ c. 1 +' �1�C0 eta11s000o00000000009000000000000000000000000000000000 0o00op 0000000000000000000000000000000000000000 w/� INTRODUCTION: The Simply Yards site is an Industrial Zoned site that has for the most part gone undeveloped. It is second growth forest and cleared land and slopes generally from the East to the West. The planned use of the site is to grade it such that the site will allow it to be used consistent with its zoning. The plan is to utilize the site as a Nursery site and to construct those facilities pertinent to that use. The first use will be to store and develop growing nursery plantings, and to provide a parking space for the Simply Yards commercial business operations. This report recognizes that the existing pre-developed condition is a mix of a forested area and an open cleared space, and that the developed condition will become the Commercial Nursery operation. This report also addresses the existing downstream drainage corridor as one that has historically been the connecting link between runoff from this site and marine waters. While this site is located more than 200 feet from these marine waters,the drainage from the site travels Westerly and Southerly to eventually enter Similk Bay. This site itself falls into what amounts to a single watershed. Runoff will be collected into a parking lot storage system and then discharged by way of a perforated pipe discharging into the lower 6 feet of drain rock behind the ecology block wall. Flows then will return to their natural sheet flow drainage course by way of what amounts to a spreader discharge through the drain rock and through the ecology block joints.While hard to quantify,this filtering process contributes to the water quality of the discharged runoff. It needs be noted that the ecology blocks at and below this perforated drain discharge are able to resist hydraulic soil pressures as a result of the installation of GeoTex 2x2 in the bottom 3 ecology block layers. Emergency detention over topping flows will be returned to the natural drainage course by what is in fact the curb level spreader thence running down the face of the concrete ecology blocks. Based on the relationships of developed impervious to pervious a 1.24 multiplier has been factored into the calculations through the factored increase in the runoff amounts for Anacortes. Water quality is also addressed through the installation of a modified oil water separator and by the passage of drainage flows through a drain rock filtering system behind the ecology block wall. Finally, a silt chamber is created via the placement of the discharge invert, and the installation of a capped alternate outlet pipe allows a future tightline connection at such time as the properties East of the site are developed. METHODOLOGY: The Santa Barbara Urban Hydrograph Method (SBUH) was used to determine the volume and rate of storm runoff that would be generated from this Industrial Site. Calculation of the hydrographs was with the HYDRAFLOW HYDROGRAPHS computer program by Intelisolve and includes a 1.24 multiplier. Methodology for water quality best management practices (BMP)follows the Stormwater Management Manual for the Puget Sound Basin (SWMM), February 1992, by Washington State Department of Ecology(DOE). HYDROLOGIC DATA: SOIL: The site slopes from East to West, is comprised of soils having slow infiltration rates with moderately high runoff potential in the undisturbed condition. This drainage analysis utilized Hydrologic Soil Group C. RAINFALL INTENSITIES: 2 year 1.4 inches 10 year 2.0 inches 100 year 3.1 inches RAINFALL INTENSITIES with MULTIPLIER of 1.24: 2 year 1.74 inches 10 year 2.48 inches 100 year 3.84 inches PRE-DEVELOPED, (EXISTING) CONDITION: • Basin 1 pre-developed represents the wooded area along the Eastern portion of the site. This 0.35 acre portion of the site will for the most part remain wooded both in the pre-developed state and in the developed state. Its overland flow now passes overland by sheet flow through the remaining cleared area to exit the site along the site's West boundary. o Basin 2 pre-developed represents 0.9 acres of relatively level gently sloped land, its flow in the pre-developed condition is by sheet flow exiting the site's West boundary. o Basin 1 and 2 represent soils that have slow infiltration rates, and have been re- vegetated as 2nd growth forested lands and open spaces. Its pre-developed wooded Cn=73 and its pre-developed open meadow CN = 79. 2 STEP I. Determine Stormwater Control Scenario. Step 1-A Do we require oil water separator?? Per 1-4-7-Step 1-A Fleet Vehicle Yards apply. Oil Water Separator is Required. "sand filtration BMP may be used to provide treatment" STEP 1-B Determine if Nutrient Control is Required. Eutrophication is not a concern. Drinking water supplies are not a problem. STEP 1-C Determine if streambank erosion control is required. Provided by the construction of a parking lot detention facility and the installation of a control structure to match pre-developed flows to the extent that minimum discharge orifices allow. STEP 1-D Determine Stormwater Control Scenario. Chose Scenario 6 BMP's—Source Control—O/W Separator---Runoff Treatment---SBEC (Conventional). STEP 2 A Source Control BMP's based on land use type per Table 1-4-3. Activities—Chapter IV-2 Activities Uncovered Vehicle Parking Washing of Vehicles or Equipment BMP Selection: BMP RO.05 Spill Control (SC) Oil/Water Separator BMP S1.20 Vehicle/Equipment Washing and Steam Cleaning BMP S2.00 Maintenance of Storm Drainage Facilities. DEVELOPED CONDITIONS: • Basin 3 in the developed condition is comprised of approximately 0.35 acres,the same 0.35 wooded acres as in the pre-developed condition. This basin is to remain as is with its flows being primarily sheet flow as before, passing then through the new nursery space and the parking space to be then passed through a detention parking lot space before discharge. This basins Cn=73 reflects the fact that that there is no planned disturbance in the developed condition. • Basin 4 consists of 0.48 acres that in its developed condition will be a Commercial Nursery. Its use is to support the planting, cultivating, and storing in place of nursery growing products. This basin will have a developed composite Cn of 86 with its drainage flow being by way of sheet flow passing through the parking lot detention pond before being returned to its natural drainage course Easterly from the site. 3 • Basin 5 consists of 0.42 acres of building and parking. Its CN of 98 reflects the fact that it is impervious. Its flows will be passed through a modified oil water separator and discharged through a gravel drain rock filtration system. CN VALUES USED IN THE ANALYSIS: • For existing conditions o Wood or forest land-young second growth or brush 73 o Meadow 79 • For developed conditions o Wood or forest land-y:rung second growth or brush 73 o Impervious buildings-drives-streets-lay down space 98 o Landscaping 86 WATER QUALITY: Under Scenario 6, Oil Water Separation and Runoff treatment (Conventional) is required. Runoff Treatment treats the 6 month 24 hour design storm, or 0.64 x (2 yr. Dev. Storm). TEMPORARY EROSION AND SEDIMENTATION CONTROL: Erosion potential for this site does not change much from the pre-developed condition to the developed condition. However,timely nursery construction including seeding and diligent placement of landscaping will mitigate any land disturbance activities during the sites development. Erosion potential for the open portions of the site is minimal. The site has functioned for some years almost as it will when developed, the exception being the creation of the building and parking area offset by the installation of the oil water separator and parking detention. Normal TESC BMP's will provide during construction protection, and the timely installation of the nursery elements will effectively maintain the developed site in its present non erosive condition. BMP's proposed include Silt Fencing, Straw Bales,and nursery product installation. OPERATIONS AND MAINTENANCE: The proposed drainage elements are to be privately maintained as a part of this developed Industrial Site. The property owner,Simply Yards will be responsible for this maintenance. The Operations and Maintenance Manual is contained within this report. DETENTION SUMMARY: The proposed development is located within the City of Anacortes. The existing site is a mix of open areas and wooded areas,the developed site will represent a mix of impervious and pervious surfaces including the retaining of the wooded area. The present site is drained ultimately to Similk Bay,with no detention or sediment control. The developed condition will drain the site in the same drainage corridor as the site is drained now, however, a parking lot detention pond with a controlled release will seek to match acceptable pre-developed flows. 4 OUTLET CONTROL STRUCTURES: The outlet control Structure win seek to control the release such as to match acceptable pre-developed flows. It need be noted that on a site this small minimum orifices for the control structure sometimes cause higher that programmed releases for the 2 year event. DOWNSTREAM CONDITIONS: The immediate downstream conditions are shown on the topographic survey and the existing site condition maps. Flows exiting the site in the present conditions will be the flows exiting the site in the developed conditions influenced by the increase in impervious area mitigated by the controlled release afforded by the detention release structure. Flows eventually enter Similk Bay by way of an existing storm drain system. The small change being made in the developed condition for this small site should have little or no effect on this discharge corridor's present or future condition. 5 1-2.5 MINIMUM REQUIREMENT # 1: EROSION AND SEDNIENT CONTROL ESC REQUIREMENT # 1: Stabilization and Sediment Trapping All exposed and unworked soils shall be stabilized by suitable application of BMPs. From October 1 to April 30, no soils shall remain unstabilized for more than 2 days. From May 1 to September 30, no soils shall remain unstabilized for more than 7 days. Prior to leaving the site, stormwater runoff shall pass through a sediment pond or sediment trap, or other appropriate BMPs. So noted. ESC REQUIREMENT #2: Delineate Clearing and Easement Limits In the field, mark clearing limits and/or any easements, setbacks, sensitive/critical areas and their buffers, trees and drainage courses. This will be accomplished by careful marking of the limits of clearing, and of the areas of fill prior to the pre-construction conference. We have walked the entire site, have visited the natural drainage courses, and have selected the areas that we will be installing BMP's so as to maintain their original sheet flow status. ESC REQUIREMENT #3: Protection of adjacent Properties. Properties adjacent to the project site shall be protected from sediment deposition. This site falls into what amounts to a single watershed. Runoff will be collected into a parking lot storage system and then discharged by way of a perforated pipe discharging into the lower 6 feet of drain rock behind the ecology block wall. Flows then will return to their natural sheet flow drainage course by way of what amounts to a spreader discharge through the drain rock and through the ecology block joints. It needs be noted that the ecology blocks at and below this perforated drain discharge are able to resist hydraulic soil pressures as a result of the installation of GeoTex 2x2. Emergency detention over topping flows will be returned to the natural drainage course by wha foFt the curb level spreader running down the face of the concrete ecology blocks. Based on the relationships of developed impervious to pervious a 1.24 multiplier has been entered into the calculations through the factored increase in the runoff amounts for Anacortes. Additionally, a silt chamber is created via the placement of the discharge invert. ESC REQUIRE\i ENT #4° Timing and Stabilization of Sediment Trapping Measures. S-diment ponds and traps, perimeter dikes, sediment barriers, and other BMPs intended to trap sediment on-site shall be constructed as a first step in grading. These BMPs shall be functional before liand disturbing activities take place. Earthen structures such as dams, dikes, and diversions shall be seeded and mulched according to the timing indicated in Erosion and Sediment Control Requirement #1. Applicable as is. ESC REQUIREMENT#5: Cut and Fill Slopes. Cut „-snd fill slopes shall be designed and constructed in a manner that will minimize erosion. In addition, slopes shall be stabilized in accordance with Erosion and Sediment Control Requirement #1. Those cut and fill slopes will be stabilized by hydro seeding or by nursery landscaping work as they are created. ESC REQUIREMENT #6: Controlling Off-site Erosion. Properties and waterways downstream from development sites shall be protected from erosion due to increases in the volume, velocity, and peak flow rate of stormwater runoff from the project site. The upslope portion of the site will by plan remain relatively unexcavated, allowing the majority of the present wooded areas to remain. The remaining portions of the site will be utilized to further the landscaping business of the owner,and will be continually worked with plant materials both for planted storage and for developing new growth. The lower portion of the site will be utilized for purposes of constructing the office and maintenance building,and for storage and staging of the owners landscaping vehicles and equipment. 7 Water quality will be a function of an oil water separator for the paved areas along with the benefits gained from discharge through the drain rock behind the ecology block wall. The detention provided by the parking lot ponding will provide downstream erosion protection by regulating the discharge to match the appropriate pre-developed flows. It need be noted that matching the pre developed 2 year discharge requirements has to accept somewhat of an increase due to the minimum diameter of the installed orifice being 1 inch. ESC REQUIREMENT #7: Stabilization of Temporary Conveyance Channels and Outlets. All temporary on-site conveyance channels shall be designed, constructed and stabilized to prevent erosion from the expected velocity of flow from a 2-year, 24-hour frequency storm for the developed condition. Stabilization adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches shall be provided at the outlets of all conveyance systems. Stabilization for the most part will be by the various BMP's described in other sections of this report and contained within the construction plans. ESC REQUIREMENT# 8: Storm Drain Inlet Protection. All storm drain inlets made operable during construction shall be protected so that stormwater runoff shall not enter the conveyance system without first being filtered or otherwise treated to remove sediment. Applicable as is. ESC REQUIREMENT #9: Underground Utility Construction. The construction of underground utility lines shall be subject to the following criteria: Where feasible, no more than 500 feet of trench shall be opened at one time. Where consistent with safety and space considerations, excavated material shall be placed on the uphill side of trenches. Trench dewatering devices shah discharge into a sediment trap or sediment pond. Applicable as is. ESC REQUIREMENT #10: Construction Access Routes. Wherever construciion vehicle access routes intersect paved roads, provisions must be made to minimize the transport of sediment (mud) onto the paved road. If sediment is transported onto a road surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or sweeping and be transported to a controlled sediment disposal area. Street washing shall be allowed only after sediment is removed in this manner. Applicable as is. ESC REQUIREMENT #11: Removal of Temporary BMPs. Ali temporary erosion and sediment control BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be permanently stabilized. Applicable as is. ESC REQUIREMENT #12: Dewatering Construction Sites. Dewatering devices shall discharge into a sediment trap or sediment pond. Applicable as is. ESC REQUIREMENT #13: Control of Pollutants Other Than Sediment on Construction Sites. All pollutants other than sediment that occur on-site during construction shall be handled and disposed of in a manner that does not cause contamination of stormwater. See: • BMP C-1.20 Spill Control • BMP C-1.30 Nutrient Application • BMP C-1.40 Solid Waste • BMP C-1.50 Chemicals During Construction • BMP C-2.00 Maintenance ESC REQUIREMENT #14: Maintenance. All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. All maintenance and repair shall be conducted in accordance with an approved manual. See drainage report section titled 0& M Manual. ESC REQUIREMENT #15: Financial Liability Performance bonding, or other appropriate financial instruments, shall be required for all projects to ensure compliance with the approved erosion and sediment control plan. See 1.2.15 Minimum Requirement# 11. 10 1-2.6 MINIMUM REQUIREMENT#2: PRESERVATION OF NATURAL DRAINAGE SYSTEMS. Natural drainage patterns shall be maintained, and discharges from the site shall occur at the natural location, to the maximum extent practicable. The plan layout and the internal drainage solution seeks to maintain the pre-development contributing areas. To a large extent the flows upland from the wooded area and the landscaped area will reflect pervious areas. Flows from the onsite lower area will reflect the conversion to impervious surfaces and will be contained in a parking lot pond, Releases back into the natural drainage course will then occur through a control structure seeking to match the pre-developed flows. 1-2.7 MINIMUM REQUIREMENT#3: SOURCE CONTROL OF POLLUTION. Source control BMPs shall be applied to all projects to the maximum extent practicable. Source control BMPs shall be selected, designed, and maintained according to an approved manual. An adopted and implemented basin plan (Minimum Requirement #9) may be used to develop source control requirements that are tailored to a specific basin, however, in all circumstances, source control BMPs shall be required for all sites. Proposed Source Control BMP's (iv) BMP C-1.20 Spill Control (v) BMP C-1.30 Nutrient Application (vi) BMP C-1.40 Solid Waste (vii) BMP C-1.50 Chemicals During Construction (viii) BMP C-2.00 Maintenance (ix) BMP E-1.10 Temporary Seeding (x) BMP E-1.35 Permanent Seeding and Planting (xi) BMP E-2.70 Outlet Protection (xii) BMP E-2.75 Riprap (xiii) BMP E-3.10 Filter Fence 1-2.8 MINIMUM REQUIREMENT #4: RUNOFF TREATMENT BMPS. All projects shall provide treatment of stormwater. Treatment BMPs shall be sized to capture and treat water quality design storm, defined as the 6-month, 24-hour return period storm. The first priority for treatment shall be to infiltrate as much as possible of the 1I water quality design storm, only if site conditions are appropriate and ground water quality will not be impaired. Direct discharge of untreated stormwater to ground water is prohibited. All treatment BMPs shall be selected, designed, and maintained according to an approved manual. Stormwater treatment BMPs shall not be built within a natural vegetated buffer, except for necessary conveyance systems as approved by the local government. An adopted and implemented basin plan (Minimum Requirerrnent #9) may be used to develop runoff treatment requirements that are tailored to a specific basin. Runoff Treatment BMP's will utilize oil water separation via the parking lot inlet structure and a parking lot detention area discharging back into the natural watercourse. All after passing through a drain rock filter system behind the ecology block retaining wall via a control structure. 1-2.9 MINIMUM REQUIREMENT#5: STREAMBANK EROSION CONTROL The requirement below applies only to situations where stormwater runoff is discharged directly or indirectly to a stream, and must be met in addition to meeting the requirements in Minimum Requirement #4, Runoff Treatment BMPs: Stormwater discharges to streams shall control streambank erosion by limiting the peak rate of runoff from individual development sites to 50 percent of the existing condition 2-year, 24-hour design storm while maintaining the existing condition peak runoff rate for the 10- year, 24-hour and 100-year, 24-hour design storms. As the first priority, streambank erosion control BMPs shall utilize infiltration to the fullest extent practicable, only if site conditions are appropriate and ground water quality is protected. Streambank erosion control BMPs shall be selected, designed, and maintained according to an approved manual. Stormwater treatment BMPs shall not be built within a natural vegetated buffer, except for necessary conveyance systems as approved by the local government. An adopted and implemented basin plan (Minimum Requirement #9) may be used to develop streambank erosion control requirements that are tailored to a specific basin. See 1-2.8 above. 1-2.10 MINIMUM REQUIREMENT #6: WETLANDS The requirements below apply only to situations where stormwater discharges directly or indirectly through a conveyance system into a wetland, and must be met in addition to meeting the requirements in Minimum Standard #4, Runoff Treatment BMPs. (a) Stormwater discharges to wetlands must be controlled and treated to the extent necessary to meet the State Water Quality Standards, Ch. 173-201 WAC, or Ground Water Quality Standards, Ch. 173-200 WAC, as appropriate. (b) Discharges to wetlands shall maintain the hydroperiod and flows of existing site conditions to the extent necessary to protect the characteristic uses of the wetland. Prior to discharging to a wetland, alternative discharge locations shall be evaluated, and natural water storage and infiltration opportunities outside the wetland shall be maximized. (c) Created wetlands that are intended to mitigate for loss of wetland acreage, function and value shall not be designed to also treat stormwater. (d) In order for constructed wetlands to be considered treatment systems, they must be constructed on sites that are not wetlands and they must be managed for stormwater treatment. If these systems are not managed and maintained in accordance with an approved manual for a period exceeding three years these systems may no longer be considered constructed wetlands. Discharges from constructed wetlands to waters of the state (including discharges to natural wetlands) are regulated under Ch. 90.48RCW, Ch. 173-201 WAC, and Ch. 173-200 WAC. (e) Stormwater treatment BMPs shall not be built within a natural vegetated buffer, except for necessary conveyance systems as approved by the local government. 15 An adopted and implemented basin plan (Minimum Requirement #9) may be used to develop requirements for wetlands that are tailored to a specific basin. Not applicable. 1i -Z1i 1 ikIilNR UM REQUIREMENT #7: WATER QUALITY SENSITIVE AREAS Where local governments determine that the minimum requirements do not provide adequate protection of water quality sensitive areas, either on-site or within the basin, more stringent controls shall be required to protect water quality. Stormwater treatment BMPs shall not be built within a natural vegetated buffer, except for necessary conveyance systems as approved by the local government. An adopted and implemented basin plan (Minimum Requirement #9) may be used to develop requirements for water quality sensitive areas that are tailored to a specific basin. Not applicable. 1-2.12 MINIMUM REQUIREMENT #8: OFF-SITE ANALYSIS AND MITIGATION All development projects shall conduct an analysis of off-site water quality impacts resulting from the project and shall mitigate these impacts. The analysis shall extend a minimum of one-fourth of a mile downstream from the project. The existing or potential impacts to be evaluated and mitigated shall include, at a minimum, but not be limited to: (i) excessive sedimentation (ii) streambank erosion (iii) discharges to ground water contributing or recharge zones (iv) violations of water quality standards (iv) spills and discharges of priority pollutants Water exiting the site after passing though oil water separation and detention will then follow the natural drainage pattern. This drainage course is overgrown, and given the fact that it adjoins the State Route 20 ROW it will in all probability remain that way. As a result, 1 L/ additional treatment occurs via a natural bio filtration methodology in the same way flows exiting State Route 20 do today. Water flowing along this route travels a path through several wetlands, culverts, ditch sections etc. to finally end up in Similk Bay. Excessive sedimentation given the low relative amount of grading or of land disturbance activities should be negligible. Stream bank erosion is not a factor. No recharge zones are present. No violations of water quality standards are expected. As to spills and discharges of priority pollutants, unknown. 1-2.13 MINIMUM REQUIREMENT#9: BASIN PLANNING Adopted and implemented watershed-based basin plans may be used to modify any or all of the Minimum Requirements, provided that the level of protection for surface or ground water achieved by the basin plan will equal or exceed that which would be achieved by the Minimum Requirements in the absence of a basin plan. Basin plans shall evaluate and include, as necessary, retrofitting of BMPs for existing development and/or redevelopment in order to achieve watershed-wide pollutant reduction goals. Standards developed from basin plans shall not modify any of the above requirements until the basin plan is formally adopted and fully implemented by local government. Basin plans shall be developed according to an approved manual. Not applicable. 1-2.14 MINIMUM REQUIREMENT #10: OPERATION AND MAINTENANCE An operation and maintenance schedule shall be provided for all proposed stormwater facilities and BMPs, and the party (or parties) responsible for maintenance and operation shall be identified. The property owner, Simply Yards, a commercial landscape company, will be responsible for the Operation and Maintenance of the various BMP's. 1 ` 1-2.15 MINIMUM REQUIREMENT #11: FIN LIAt ILITY Performance bonding or ether apprspri.:le financial instruments shall be required for all projects to .insure compliance with these standards. If and as required. 1-2.16 EXCEPTIONS Exceptions to Minimum Requirements #1 through #11 may be granted prior to permit approval and construction. An exception may be granted following a public hearing, provided that a written finding of fact is prepared, that addresses the following: (i) The exception prevides equivalent environmental protection and is in the overriding public interest; and that the objectives of safety, function, environmental protection and facility maintenance, based upon sound engineering, are fully met; (ii) That there are special physical circumstances or conditions affecting the property such that the strict application of these provisions would deprive the applicant of all reasonable use of the parcel of land in question, and every effort to find creative ways to meet the intent of the minimum standards has been made; (iii) That the granting of the exception will not be detrimental to the public health and welfare, nor injurious to other properties in the vicinity and/or downstream, and to the quality of waters of the state; and (iv) The exception is the least possible exception that could be granted to comply with the intent of the Minimum Requirements. None requested. /b \b\=\ra©N o\z_\ PRI -DC q" DRAINAGE AREA 1.25 ACRES ANACORTES, WA. WOODED 0.35 ACRES S = 24% SIMPLY YARDS MEADOW 0.9 ()ACRES S = 7% PADILLA BAY ROAD BEWEIOp[ED DRAINAGE AREA 1.25 ACRES WOODED 0.35 ACRES S = 24% 4 LANDSCAPED 0.48 ACRES S = 7% IMPERVIOUS 0.42 ACRES S = 5% to 1% SCALE 1 "=100' 0mNim50 100 js . ,,,,_,.. ,.........--zz(-:,-....„_:._:, -------,-........_-___77------...:„.._ -----,,,„......,....„ ,......-...........:„.„.-...,c_ \-k...., o . C , r $-,,/,,,,;,::,,,, ,,z:.-: :::: ) ----..----,, --* ---,----„,_ ---.., --,-...„.„ l r \\I ,, ,, l ,._ \ -\� \,`^ oho acre 77=7\\-- --- tip 97 ,, J�\� l \ , = r��� ��_ �\�\�1 tom`\-.-\---, ,___,--2:,--_,..„_ ..,___ _______,______,:.,_,.,-,.,,,,,s \o , \'.r L``\ '''').) \\ \ A i'"' I \ \ \\ %\ _ / \ II I /, ,J IIIPPP SCHEMMER ENGINEERING INC. 317 COMMERCIAL AVENUE, SUITE 101 ANACORTES, WA 98221 (360) 293-9006 DATE: 06-04-2004 17 1 Hydrograph Return Period Recap Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph No. type Hyd(s) description (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1 SBUH Runoff 0.01 0.03 0.10 pre-dev-1 2 SBUH Runoff 0.04 0.14 0.38 pre-dev-2 3 SBUH Runoff 0.01 0.03 0.10 dev-3 4 SBUH Runoff 0.07 0.14 0.29 dev-4 5 SBUH Runoff 0.17 0.24 0.38 dev-5 6 Combine 1,2, 0.04 0.17 0.49 pre-dev-release 7 Combine 3,4,5, 0.23 0.40 0.78 inflows-dev 8 Reservoir 7 0.02 0.08 0.36 pond-1 9 Reservoir 7 0.22 0.39 0.76 pond-22 10 Reservoir 7 0.02 0.08 0.32 pond-04-28-2004 11 Reservoir 7 0.02 0.08 0.32 pond-04-28-2004 Proj. file: 04-12-2004.gpw Wednesday, Jun 2 2004, 9:35 AM Hydraflow Hydrographs by Intelisolvelv / O Hydrograph Plot Hydraflow Hydrographs by Intelisolve Wednesday,Jun 2 2004,9:40 AM Hyd. No. 7 inflows-dev Hydrograph type = Combine Peak discharge = 0.78 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyds. = 3, 4, 5 Hydrograph Volume=11,478 cuft inflows-dev Q (cfs) Hyd. No. 7 -- 100 Yr Q (cfs) 1.00 1.00 0.90 0.90 0.80 - 0.80 I 0.70 - - 0.70 0.60 0.60 0.50 0.50 0.40 0.40 0.30 0.30 0.20 - - - 0.20 1 y, 0.10 — _ I 0.10 0.00 �' , __ 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 Time (hrs) Hyd No. 7 Hyd No. 3 Hyd No. 4 Hyd No. 5 19 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Wednesday,Jun 2 2004,9:36 AM Hyd. No. 6 pre-dev-release Hydrograph type = Combine Peak discharge = 0.49 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyds. = 1, 2 Hydrograph Volume=7,789 cult pre-dev-rel ease Q (cfs) Hyd. No. 6-- 100 Yr Q (cfs) 0.50 - 0.50 0.45 - 0.45 0.40 0.40 0.35 0.35 0.30 • . 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 I I � I 0.00 e. . •►-- 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 Time (hrs) Hyd No. 6 Hyd No. 1 Hyd No. 2 Z3 — I Hydrograph Plot Hydraflow Hydrographs by Intelisolve Wednesday,Jun 2 2004,9:40 AM Hyd. No. 6 pre-dev-release Hydrograph type = Combine Peak discharge = 0.17 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyds. = 1, 2 Hydrograph Volume=3,400 cuft pre-dev-release Q (cfs) Hyd. No. 6-- 10 Yr Q (cfs) 0.50 - 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 - 0.25 0.20 0.20 0.15 - 0.15 0.10 - 0.10 0.05 - 0.05 0.00 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 Time (hrs) -__, Hyd No. 6 - - Hyd No. 1 — Hyd No. 2 Z I Hydrograph Plot Hydraflow Hydrographs by Intel'solve Wednesday,Jun 2 2004,9:36 AM Hyd. No. 6 pre-dev-release Hydrograph type = Combine Peak discharge = 0.04 cfs Storm frequency = 2 yrs Time interval = 6 min Inflow hyds. = 1, 2 Hydrograph Volume=1,504 cult pre-dev-release Q (cfs) Hyd. No. 6--2 Yr Q (cfs) 0.10 0.10 0.09 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.05 0.05 0.04 - 0.04 0.03 - 0.03 0.02 0.02 0.01 0.01 0.00 �- =- 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 Time (hrs) Hyd No. 6 Hyd No. 1 Hyd No. 2 2_2 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Thursday,Jun 3 2004,9:59 AM Hyd. No. 11 pond-04-28-2004 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 2 yrs Time interval = 6 min Inflow hyd. No. = 7 Max. Elevation = 46.62 ft Reservoir name = pond-04-28-2004 Max. Storage = 2,712 cuft Storage Indication method used. Hydrograph Volume=3,558 cuft pond-04-28-2004 Q (cfs) Hyd. No. 11 --2 Yr Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 ‘,, , 0.05 :'.tom 0.05 • 0.00 �,-'" ,f -_ .�� 0.00 0 10 20 30 40 50 60 70 80 90 100 110 Time (hrs) ------- Hyd No. 11 Hyd No. 7 I t J. I _I I Req. Stor= 2,712 cuft Z3 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Thursday,Jun 3 2004,9:58 AM Hyd. No. 11 pond-04-28-2004 Hydrograph type = Reservoir Peak discharge = 0.08 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyd. No. = 7 Max. Elevation = 46.70 ft Reservoir name = pond-04-28-2004 Max. Storage = 3,057 cuft Storage Indication method used. Hydrograph Volume=6,106 cuft pond-04-28-2004 Q (cfs) Q (cfs) Hyd. No. 11 -- 10 Yr 0.50 0.50 0.45 0.45 0.40 r E 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0 10 20 30 40 50 60 70 80 90 100 110 Time (hrs) —,— Hyd No. 11 Hyd No. 7 111 H I I'11 Req. Stor= 3,057 cuft ZLi Hydrograph Plot Hydraflow Hydrographs by Intelisolve Thursday,Jun 3 2004,9:58 AM Hyd. No. 11 pond-04-28-2004 Hydrograph type = Reservoir Peak discharge = 0.32 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyd. No. = 7 Max. Elevation = 46.77 ft Reservoir name = pond-04-28-2004 Max. Storage = 3,372 cuft Storage Indication method used. Hydrograph Volume=11,307 cuft pond-04-28-2004 Q (cfs) Hyd. No. 11 -- 100 Yr Q (cfs) 1.00 1.00 0.90 0.90 0.80 0.80 0.70 0.70 0.60 l 0.60 0.50 0.50 0.40 0.40 0.30 0.30 0.20 0.20 0.10 .}. - 0.10 0.00 0.00 0 9 18 27 36 45 54 63 72 81 90 Time (hrs) -_ �� Hyd No. 11 Hyd No. 7 111111111Req. Stor= 3,372 cuft Pond Report Hydraflow Hydrographs by Intelisolve Wednesday,Jun 2 2004,10:23 AM Pond No. 3 - pond-04-28-2004 Pond Data Bottom LxW = 66.0 x 66.0 ft Side slope = 0.0:1 Bottom elev. = 46.00 ft Depth = 1.00 ft Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft) 0.00 46.00 4,354 0 0 0.05 46.05 4,354 218 218 0.10 46.10 4,354 218 435 0.15 46.15 4,354 218 653 0.20 46.20 4,354 218 871 0.25 46.25 4,354 218 1,088 0.30 46.30 4,354 218 1,306 0.35 46.35 4,354 218 1,524 0.40 46.40 4,354 218 1,742 0.45 46.45 4,354 218 1,959 0.50 46.50 4,354 218 2,177 0.55 46.55 4,354 218 2,395 0.60 46.60 4,354 218 2,612 0.65 46.65 4,354 218 2,830 0.70 46.70 4,354 218 3,048 0.75 46.75 4,354 218 3,265 0.80 46.80 4,354 218 3,483 0.85 46.85 4,354 218 3,701 0.90 46.90 4,354 218 3,919 0.95 46.95 4,354 218 4,136 1.00 47.00 4,354 218 4,354 Culvert I Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise(in) = 8.00 1.00 0.00 0.00 Crest Len(ft) = 2.27 0.87 0.00 0.00 Span(in) = 8.00 1.00 0.00 0.00 Crest El.(ft) = 46.71 46.63 0.00 0.00 No.Barrels = 1 1 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert El.(ft) = 46.00 46.01 0.00 0.00 Weir Type = Riser Rect --- --- Length(ft) = 0.00 0.00 0.00 0.00 Multi-Stage = Yes Yes No No Slope(%) = 0.00 0.00 0.00 0.00 N-Value = .013 .013 .013 .013 Orif.Coeff. = 0.60 0.60 0.60 0.60 Multi-Stage = n/a Yes No No Exfiitration= 0.000 in/hr(Wet area) Tailwater Elev.= 0.00 ft Note:Culvert/Orifice outflows have been analyzed under inlet and outlet control. Stage /Storage/Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Total ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 46.00 0.00 0.00 --- --- 0.00 0.00 --- --- --- 0.00 0.05 218 46.05 0.00 0.00 --- --- 0.00 0.00 --- --- --- 0.00 0.10 435 46.10 0.01 0.01 --- --- 0.00 0.00 --- --- --- 0.01 0.15 653 46.15 0.01 0.01 --- --- 0.00 0.00 --- --- --- 0.01 0.20 871 46.20 0.01 0.01 --- --- 0.00 0.00 --- --- --- 0.01 0.25 1,088 46.25 0.01 0.01 --- --- 0.00 0.00 --- --- --- 0.01 0.30 1,306 46.30 0.01 0.01 --- --- 0.00 0.00 --- --- --- 0.01 0.35 1,524 46.35 0.01 0.01 --- --- 0.00 0.00 --- --- --- 0.01 0.40 1,742 46.40 0.02 0.02 --- --- 0.00 0.00 --- --- --- 0.02 0.45 1,959 46.45 0.02 0.02 --- --- 0.00 0.00 --- --- --- 0.02 0.50 2,177 46.50 0.02 0.02 --- --- 0.00 0.00 --- --- --- 0.02 0.55 2,395 46.55 0.02 0.02 --- --- 0.00 0.00 -- --- --- 0.02 0.60 2,612 46.60 0.02 0.02 --- --- 0.00 0.00 --- --- --- 0.02 0.65 2,830 46.65 0.03 0.02 --- --- 0.00 0.01 --- --- --- 0.03 0.70 3,048 46.70 0.07 0.02 --- --- 0.00 0.05 --- --- --- 0.07 0.75 3,265 46.75 0.21 0.02 --- --- 0.07 0.12 --- --- --- 0.21 0.80 3,483 46.80 0.44 0.02 --- --- 0.22 0.20 --- --- --- 0.44 0.85 3,701 46.85 0.73 0.01 -- --- 0.42 0.30 --- --- --- 0.73 0.90 3,919 46.90 1.04 0.01 --- --- 0.65 0.38 --- --- --- 1.04 0.95 4,136 46.95 1.18 0.01 --- --- 0.77 0.40 --- --- --- 1.18 1.00 4,354 47.00 1.28 0.01 --- --- 0.85 0.42 --- --- --- 1.28 Z.Cp N o in d-04-2 -2004 - Top of pond Elev.47.00 kanglar'rf t50 'w cirA-Elev.46.71 _ E CUIYA-0.0 LF of .0 in @ 0.00% 1.0 orifice CUI -Inv.4€..01 Section [ITO Schematic only.Not for construction. Hydrafl^w Hydrographs Pond Draw Project: 04-12-2004.gpw Wednesday, Jun 2 2004, 10:22 AM 4.6 Maintenance Standards for Drainage Facilities The facility-specific maintenance standards contained in this section are intended to be conditions for determining if maintenance actions are required as identified through inspection. They are not intended to be measures of the facility's required condition at all times between inspections. In other words, exceedence of these conditions at any time between inspections and/or maintenance does not automatically constitute a violation of these standards. However, based upon inspection observations, the inspection and maintenance schedules shall be adjusted to minimize the length of time that a facility is in a condition that requires a maintenance action. No. 1 —Detention Ponds Maintenance Defect Conditions When Maintenance Is Results Expected When Component Needed Maintenance Is Performed General Trash & Debris Any trash and debris which exceed 5 Trash and debris cleared from site. cubic feet per 1,000 square feet(this is about equal to the amount of trash it would take to fill up one standard size garbage can). In general, there should be no visual evidence of dumping. If less than threshold all trash and debris will be removed as part of next scheduled maintenance. Poisonous Any poisonous or nuisance No danger of poisonous vegetation Vegetation and vegetation which may constitute a where maintenance personnel or the noxious weeds hazard to maintenance personnel or public might normally be. (Coordinate the public. with local health department) Any evidence of noxious weeds as Complete eradication of noxious weeds defined by State or local regulations. may not be possible. Compliance with (Apply requirements of adopted IPM State or local eradication policies policies for the use of herbicides). required Contaminants Any evidence of oil, gasoline, No contaminants or pollutants present. and Pollution contaminants or other pollutants (Coordinate removal/cleanup with local water quality response agency). Rodent Holes Any evidence of rodent holes if Rodents destroyed and dam or berm facility is acting as a dam or berm, or repaired. (Coordinate with local health any evidence of water piping through department; coordinate with Ecology dam or berm via rodent holes. Dam Safety Office if pond exceeds 10 acre-feet.) 25 No. 1 —Detention Ponds Maintenance Defect Conditions When Maintenance Is Results Expected When Component Needed Maintenance Is Performed Beaver Dams Dam results in change or function of Facility is returned to design function. the facility. (Coordinate trapping of beavers and removal of dams with appropriate permitting agencies) Insects When insects such as wasps and Insects destroyed or removed from site. hornets interfere with maintenance Apply insecticides in compliance with activities. adopted IPM policies Tree Growth Tree growth does not allow Trees do not hinder maintenance and Hazard maintenance access or interferes activities. Harvested trees should be Trees with maintenance activity(i.e., slope recycled into mulch or other beneficial mowing, silt removal, vactoring, or uses(e.g., alders for firewood). equipment movements). If trees are Remove hazard Trees not interfering with access or maintenance, do not remove If dead, diseased, or dying trees are identified (Use a certified Arborist to determine health of tree or removal requirements) Side Slopes Erosion Eroded damage over 2 inches deep Slopes should be stabilized using of Pond where cause of damage is still appropriate erosion control measure(s); present or where there is potential for e.g., rock reinforcement, planting of continued erosion. grass, compaction. Any erosion observed on a If erosion is occurring on compacted compacted berm embankment. berms a licensed civil engineer should be consulted to resolve source of erosion. Storage Area Sediment Accumulated sediment that exceeds Sediment cleaned out to designed pond 10%of the designed pond depth shape and depth; pond reseeded if unless otherwise specified or affects necessary to control erosion. inletting or outletting condition of the facility. Liner(If Liner is visible and has more than Liner repaired or replaced. Liner is fully Applicable) three 1/4-inch holes in it. covered. 21 No. 1 —Detention Ponds Maintenance Defect Conditions When Maintenance Is Results Expected When Component Needed Maintenance Is Performed Pond Berms Settlements Any part of berm which has settled 4 Dike is built back to the design (Dikes) inches lower than the design elevation. elevation. If settlement is apparent, measure berm to determine amount of settlement. Settling can be an indication of more severe problems with the berm or outlet works. A licensed civil engineer should be consulted to determine the source of the settlement. Piping Discernable water flow through pond Piping eliminated. Erosion potential berm. Ongoing erosion with potential resolved. for erosion to continue. (Recommend a Goethechnical engineer be called in to inspect and evaluate condition and recommend repair of condition. Emergency Tree Growth Tree growth on emergency spillways Trees should be removed. If root Overflow/ creates blockage problems and may system is small (base less than 4 Spillway and cause failure of the berm due to inches)the root system may be left in Berms over 4 uncontrolled overtopping. place. Otherwise the roots should be feet in height. Tree growth on berms over 4 feet in removed and the berm restored. A height may lead to piping through the licensed civil engineer should be berm which could lead to failure of consulted for proper berm/spillway restoration. the berm. Piping Discernable water flow through pond Piping eliminated. Erosion potential berm. Ongoing erosion with potential resolved. for erosion to continue. (Recommend a Goethechnical engineer be called in to inspect and evaluate condition and recommend repair of condition. Emergency Emergency Only one layer of rock exists above Rocks and pad depth are restored to Overflow/ Overflow/ native soil in area five square feet or design standards. Spillway Spillway larger, or any exposure of native soil at the top of out flow path of spillway. (Rip-rap on inside slopes need not be replaced.) Erosion See"Side Slopes of Pond" 30 No.4—Control Structure/Flow Restrictor Maintenance Defect Condition When Maintenance is Needed Results Expected Component When Maintenance is Performed General Trash and Debris Material exceeds 25%of sump depth or 1 Control structure (Includes Sediment) foot below orifice plate. orifice is not blocked. All trash and debris removed. Structural Damage Structure is not securely attached to Structure securely manhole wall. attached to wall and outlet pipe. Structure is not in upright position (allow up Structure in correct to 10%from plumb). position. Connections to outlet pipe are not watertight Connections to outlet and show signs of rust, pipe are water tight; structure repaired or replaced and works as designed. Any holes--other than designed holes--in the Structure has no structure. holes other than designed holes. Cleanout Gate Damaged or Missing Cleanout gate is not watertight or is missing. Gate is watertight and works as designed. Gate cannot be moved up and down by one Gate moves up and maintenance person. down easily and is watertight. Chain/rod leading to gate is missing or Chain is in place and damaged. works as designed. Gate is rusted over 50%of its surface area. Gate is repaired or replaced to meet design standards. Orifice Plate Damaged or Missing Control device is not working properly due to Plate is in place and missing, out of place, or bent orifice plate. works as designed. Obstructions Any trash, debris, sediment, or vegetation Plate is free of all blocking the plate. obstructions and works as designed. Overflow Pipe Obstructions Any trash or debris blocking (or having the Pipe is free of all potential of blocking)the overflow pipe. obstructions and works as designed. Manhole See"Closed See"Closed Detention Systems" (No. 3). See"Closed Detention Systems" Detention Systems" (No. 3). (No. 3). Catch Basin See"Catch Basins" See"Catch Basins" (No. 5). See"Catch Basins" (No. 5). (No. 5). No. 5—Catch Basins Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed General Trash& Trash or debris which is located immediately No Trash or debris located Debris in front of the catch basin opening or is immediately in front of blocking inletting capacity of the basin by catch basin or on grate more than 10%. opening. Trash or debris(in the basin)that exceeds 60 No trash or debris in the percent of the sump depth as measured from catch basin. the bottom of basin to invert of the lowest pipe into or out of the basin, but in no case less than a minimum of six inches clearance from the debris surface to the invert of the lowest pipe. Trash or debris in any inlet or outlet pipe Inlet and outlet pipes free blocking more than 1/3 of its height. of trash or debris. Dead animals or vegetation that could No dead animals or generate odors that could cause complaints vegetation present within or dangerous gases(e.g., methane). the catch basin. Sediment Sediment(in the basin)that exceeds 60 No sediment in the catch percent of the sump depth as measured from basin the bottom of basin to invert of the lowest pipe into or out of the basin, but in no case less than a minimum of 6 inches clearance from the sediment surface to the invert of the lowest pipe. Structure Top slab has holes larger than 2 square Top slab is free of holes Damage to inches or cracks wider than 1/4 inch and cracks. Frame and/or (Intent is to make sure no material is running Top Slab into basin). Frame not sitting flush on top slab, i.e., Frame is sitting flush on separation of more than 3/4 inch of the frame the riser rings or top slab from the top slab. Frame not securely and firmly attached. attached Fractures or Maintenance person judges that structure is Basin replaced or repaired Cracks in unsound. to design standards. Basin Walls/ Bottom Grout fillet has separated or cracked wider Pipe is regrouted and than 1/2 inch and longer than 1 foot at the secure at basin wall. joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. Settlement/ If failure of basin has created a safety, Basin replaced or repaired Misalignment function, or design problem. to design standards. Vegetation Vegetation growing across and blocking more No vegetation blocking than 10%of the basin opening. opening to basin. Vegetation growing in inlet/outlet pipe joints No vegetation or root that is more than six inches tall and less than growth present. six inches apart. Contamination See"Detention Ponds"(No. 1). No pollution present. and Pollution No. 5—Catch Basins Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed Catch Basin Cover Not in Cover is missing or only partially in place. Catch basin cover is Cover Place Any open catch basin requires maintenance. closed Locking Mechanism cannot be opened by one Mechanism opens with Mechanism maintenance person with proper tools. Bolts proper tools. Not Working into frame have less than 1/2 inch of thread. Cover Difficult One maintenance person cannot remove lid Cover can be removed by to Remove after applying normal lifting pressure. one maintenance person. (Intent is keep cover from sealing off access to maintenance.) Ladder Ladder Rungs Ladder is unsafe due to missing rungs, not Ladder meets design Unsafe securely attached to basin wall, standards and allows misalignment, rust, cracks, or sharp edges. maintenance person safe access. Metal Grates Grate opening Grate with opening wider than 7/8 inch. Grate opening meets (If Applicable) Unsafe design standards. Trash and Trash and debris that is blocking more than Grate free of trash and Debris 20%of grate surface inletting capacity. debris. Damaged or Grate missing or broken member(s)of the Grate is in place and Missing. grate. meets design standards. See"Catch Basins" (No. 5). 3 • No. 16—Baffle Oil/Water Separators (API Type) Maintenance Defect Condition When Maintenance is Results Expected When Component Needed Maintenance is Performed General Monitoring Inspection of discharge water for Effluent discharge from vault should obvious signs of poor water be clear with out thick visible sheen. quality. Sediment Sediment depth in bottom of vault No sediment deposits on vault Accumulation exceeds 6-inches in depth. bottom that would impede flow through the vault and reduce separation efficiency. Trash and Debris Trash and debris accumulation in Trash and debris removed from Accumulation vault, or pipe inlet/outlet, vault, and inlet/outlet piping. floatables and non-floatables. Oil Accumulation Oil accumulations that exceed 1- Extract oil from vault by vectoring. inch, at the surface of the water. Disposal in accordance with state and local rules and regulations. Damaged Pipes Inlet or outlet piping damaged or Pipe repaired or replaced. broken and in need of repair. Access Cover Cover cannot be opened, Cover repaired to proper working Damaged/Not corrosion/deformation of cover. specifications or replaced. Working Vault Structure Vault replaced or repairs made so Damage- Includes See"Catch Basins" . 5 that vault meets design Cracks in Walls (No ) specifications and is structurally Bottom, Damage to sound. Frame and/or Top Slab Cracks wider than 1/2-inch at the Vault repaired so that no cracks joint of any inlet/outlet pipe or exist wider than 1/4-inch at the joint evidence of soil particles entering of the inlet/outlet pipe. through the cracks. Baffles Baffles corroding, cracking, Baffles repaired or replaced to warping and/or showing signs of specifications. failure as determined by maintenance/inspection person. Access Ladder Ladder is corroded or Ladder replaced or repaired and Damaged deteriorated, not functioning meets specifications, and is safe to properly, not securely attached to use as determined by inspection structure wall, missing rungs, personnel. cracks, and misaligned. No. 18—Catchbasin Inserts Maintenance Defect Conditions When Maintenance is Results Expected When Component Needed Maintenance is Performed General Sediment When sediment forms a cap over the No sediment cap on the insert Accumulation insert media of the insert and/or unit. media and its unit. Trash and Trash and debris accumulates on insert Trash and debris removed Debris unit creating a blockage/restriction. from insert unit. Runoff freely Accumulation flows into catch basin. Media Insert Not Effluent water from media insert has a Effluent water from media Removing Oil visible sheen. insert is free of oils and has no visible sheen. Media Insert Catch basin insert is saturated with water Remove and replace media Water Saturated and no longer has the capacity to insert absorb. Media Insert-Oil Media oil saturated due to petroleum spill Remove and replace media Saturated that drains into catch basin. insert. Media Insert Use Media has been used beyond the typical Remove and replace media at Beyond Normal average life of media insert product. regular intervals, depending on Product Life insert product. 3S STORMW TER. MANAGEMENT ENT MANUAL FOR THE PUGET SOUND BASIN Figure 1 -'3 o 3 Flowchart Showing V&rioum Development Typen /START HERE \ f • gss thlis an Individual GO TO FLOW CHART A J dotoaDod SFR or duplo? ro • %3 novo oni nB lug WS DSO Te FLOW CHARY D dovoIc,!oat c ro prepoaod G:9 OD TO FLOW CHART A dovoW.~ nt 4cc fill? N �' YES I /thoroN\ >f aCno o4 YE% GO TO FLOWCHART C fond dlrsturbing octivityl ro fOTORLOt1 CHART D — --- - _— - 1a3-6 FEBRUARY , 1992 S ORMWA ER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure I = 3 . 5 Flowchart Showing St pa for Redevelopment Yhla III fE®IFVC~LO LICNY. Moro aro Y19G1(Z4=CYS A'N to npplq C7Bt xLa'T , 4' REC'USC?ECICUT% 1 - 11 to 16. all or port of tho alto. At a ainic1. DIUXCar7 1 RECURPREJU7S3 2 0 11 ai11 Qpply to tho portico of tho olto holm Cocolcpod. Also. mu:au g©tmu (M%CJH 11i CIECUIREC:2Cn 0 ) will o ply to tho MERE SAYE. V Ko Ma oulatioc3 alto 8 nro UM 'ZO'g ) ic-, 76cma nrooP CO r Brno CInCi. REWJEREIMI743 1,-11 thla alto d l ac orco to apply to tho MUIR SITE a nntorbozy Q YES o6th o - $ to tho caalc•'j oatmt does. ntod fi oator quality ,, proctirabio por ochoOtilo: prey cc 1 / aoo Qoctica H-2.6.2 NO ,,' NJ Ara Dddltlonal (DP stormamtor N. controls requlrol N. [D=Tridovolc--0,7-Jt oU 7AY(tR SITE PIAC! by a basin or watershed plan. ( for tho MIME N. or tho N Gm? Itoo T-ogtio + I-3.4 MO P co at l aao to continuo to coat poCo out pogo - --- - _ - - - ego FEBRUARY o 1992 3, 1 S T OR14WATER MANAGEMENT ENT MANUAL FOR THE PUG ET T SOUND BASIN t31g1 1 RECUIRLP1EtITS 2-11 As part of tho SSP. apply to tho dotoroloo opproprioto PU 1XON of tho alto $ SOURCE CONTROL BLPS to boicaq dovolcod; apply (Soo Chator 1-4) Soo Socutica 1-2.4.2D L_ - A @ - 9 @op 6 h dovo l c; rid ©ovo l ca a cr,n.LL PARCEL of tiro SIOR=ATQf SXTE 1a no aito \ ERi33XC 1 AID 2-EDHL`LU1 VES PLAU (SSP)for tho - loon t,haca 1 aoro 1> C@TTC OL PLAN ( '[?;C) for PERIM of tho alto bo i oq in 2 l o f all or a portion of tho dovolcpod: SootioO 1-3.4 sito, an apprcpristo. Q 1 O Dovolcp a LA ROE PARCEL l RDSXCN AED Sq.DXLT rn Co1TEWL PLAN (LPE3C) for all or o portico of the I sIto. as opprcprioto. V • A PERMANENT STO i ATQf QUALITY COMM PL(1 t shelild bo dovolo,,od for all or a port6ca of tho 4010, on a2prcprloto. Si___So6on can for tho PSOC Plana Chaptor 1-4 Apply coy othor STOlr:MTf6Z SXTLC PLAN roqu rc c;la na oocoaaory: Soc. 1-3.4 Your SY€ ILMATER SITE PLAC1 is now ce^Moto. 1-3-9 FEBRUARY , 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN 1. Existing sites greater than 1 acre in size with 50% or more impervious surface. 2. Sites that discharge to a receiving water that has a documented water quality problem. A documented water quality problem includes, but is not limited to water bodies: (i) Listed in reports required under section 305(b) of the Clean Water Act, and designated as not supporting beneficial uses; (ii) Listed under section 304(1) (1) (A) (i) , 304(1) (1) (A) (ii) , or 304(1) (1) (B) of the Clean Water Act as not expected to meet water quality standards or water quality goals; (iii) Listed in Washington State's Nonpoint Source Assessment required under section 319(a) of the Clean Water Act that, without additional action to control nonpoint sources of pollution cannot reasonably be expected to attain or maintain water quality standards. • 3. Sites where the need for additional stormwater control measures has been identified through a basin plan. The :Stormwater,.Site'=Plan . (SSP) _should be a comprehensive report containing all technical information and- analysis necessary:to evaluate -the.proposed stormwater facilities Tom' dd -tn,� ittae SSP should provide, the necessary information to 'prepare final 'cam 5't- cttdi 'p"lana, profiles, details, notes and Specifications for all stormwater facilities. i 0 2-0 TI-A 7 F L<awS Citc3 P(L. 1✓z , ` 1 .The Stormwater Site.pisn -contains the .following sections: ` Dire a `�, 'p I. Project Overview II. A plot plan, including: • locations of structures, other impervious surfaces • locations of stormwal(er runoff control facilities • lot layout • • setback requirements • existing site features • water quality sensitive areas • road rights-of-way and easements III. Preliminary Conditions Summary IV. Off-Site Analysis V. Analysis and design of proposed stormwater runoff control facilities, including treatment and source control BMPs, and streambank erosion control requirements. VI. Special Reports and Studies VII. Basin and Community Planning Areas VIII. Other Permits IX. Erosion and Sediment Control Plan (see I-3.4) X. Bond Quantities Worksheet, Retention/Detention Facility Summary Sheet and Sketch, and Declaration of Covenant XI. Maintenance and Operations Manual The `SSP must be stamped and dated by a professional civil engineer licensed in the ``'State of Washington. Every SSP;-should. contain each of the >sections listed above. I-3-13 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Table I-4 . 3 Activities Checklist CHECK ACTIVITIES THAT ARE OCCURRING OR WILL BE OCCURRING ( see Chapter IV-2 for the appropriate land use , and Chapter IV-5 for relevant BM's ) Uncovered vehicle parking Indicate number of parking spaces J Washing of vehicles or equipment Vehicle or equipment fueling Loading or unloading of liquid materials Storage of raw materials , byproducts or products of manufacturing processes Above-ground bulk storage of fuel , petroleum or chemicals Use of underground tanks Use of pesticides or fertilizers Livestock husbandry Temporary storage of liquid or solid wastes Indicate type of waste Dangerouo/ `ntremely Hazardous waste rood wastes Used oil Other (briefly describe ) Do you have or will you be obtaining a p4 rmmit from the Department of Ecology to store Dangerous or Extremely Hazardous wastes? Do you intend to connect inside drains to the public sanitary sewer? Will you be discharging process water directly to a surface water? DESCRIBE ANY (OTHER OUTSIDE ACTIVITIES NOT COVERED ABOVE =, �1 EBRUARY , 19 g STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN TABLE I-4.2 STORMWATER CONTROL SCENARIOS Scenario BMP Sequence and Selections 1. O/W Separator Required: NO Nutrient Control Required: NO Source Control Runoff Treatment Streambank Erosion Control: NO (Conventional) 2. O/W Separator Required: NO Nutrient Control Required: NO Source Control -, Runoff Treatment -4. SBEC Streambank Erosion Control: YES (Conventional) 3. 0/W Separator Required: NO Nutrient Control Required: YES Source Control y Runoff Treatment -► SBEC Streambank Erosion Control: YES (including nutrients) (Nutrients) 4. 0/W Separator Required: NO Nutrient Control Required: YES Source Control y Runoff Treatment Streambank Erosion Control: NO (including nutrients) (Nutrients) 5. O/W Separator Required: YES Nutrient Control Required: NO Source Control 0/W Separator -4 Runoff Treatment Streambank Erosion Control: NO (Conventional) 6. 0/W Separator Required: YES Nutrient Control Required: NO Source Control -► 0/W Separator -0 Runoff Treatment -► SBEC Streambank Erosion Control: YES (Conventional) 7. O/W Separator Required: YES Nutrient Control Required: YES Source Control -i 0/W Separator -0. Runoff Treatment -► SBEC Streambank Erosion Control: YES (including nutrients) (Nutrients) 8. O/W Separator Required: YES Nutrient Control Required: YES Source Control -+ O/W Separator — Runoff Treatment Streambank Erosion Control: NO (including nutrients) (Nutrients) Explanation: SBEC = "Streambank Erosion Control" 0/W separator requirement is based on specified land uses. See Step 1A. Runoff treatment requirement is to provide treatment of the 6-month, 24-hour design storm. Requirement for nutrient control is determined by local government of Plan Approval Authority. See Step 1B. Streambank erosion control requirement determined by local government of Plan Approval Authority. See Step 1C. Nutrient treatment is in addition to treatment of conventional pollutants. See Step 1B. I-4-10 FEBRUARY, 1992 14l Table 2.3 Runoff Curve Numbers for Selected Agricultural, Suburban, and Urban Areas (Sources: TR 55, 1986, and Stormwater Management Manual, 1992. See Section 2.1.1 for explanation) CNs for hydrologic soil group Cover type and hydrologic condition. A B C D Curve Numbers for Pre-Development Conditions Pasture, grassland, or range-continuous forage for grazing: Fair condition (ground cover 50% to 75% and not heavily grazed). 49 69 79 84 Good condition (ground cover >75% and lightly or only occasionally grazed) 39 6) 74 80 'Woods: Fair (Woods are grazed but not burned, and some forest litter covers the soil). 36 60 73 79 Good (Woods are protected from grazing, and litter and brush adequately cover the soil). 30 55 70 77 Curve Numbers for Post-Development Conditions Open space (lawns, parks, golf courses, cemeteries, landscaping, etc.)1 Fair condition (grass cover on 50% - 75% of the area). 77 85 90 92 Good condition (grass cover on >75% of the area) 68 80 86 90 Impervious areas: Open water bodies: lakes, wetlands, ponds etc. 100 100 100 100 Paved parking lots, roofs', driveways, etc. (excluding right-of-way) 98 98 98 98 Porous Pavers and Permeable Interlocking Concrete (assumed as 85°/a impervious and ]5"/0 lawn) Fair lawn condition (weighted average CNs). 95 96 97 97 Good lawn condition (weighted average CNs). 94 95 96 97 Paved 98 98 98 98 Gravel (including right-of-way) 76 85 89 91 • F Dirt (including right-of-way) 72 82 87 89 Pasture, grassland, or range-continuous forage for grazing: Poor condition (ground cover <50% or heavily grazed with no mulch). 68 79 86 89 Fair condition (ground cover 50% to 75%and not heavily grazed). 49 69 79 84 Good condition (ground cover>75%and lightly or only occasionally grazed) 39 61 74 80 Woods: Poor (Forest litter, small trees, and brush are destroyed by heavy grazing or regular burning). 45 66 77 83 Fair (Woods are grazed but not burned, and some forest litter covers the soil). 36 60 73 79 Good (Woods are protected from grazing, and litter and brush adequately cover the soil). 30 55 70 77 Single family residential: Should only be used for Average Percent Dwelling Unit/Gross Acre subdivisions > 50 acres impervious area3A 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected for 2.0 DU/GA 25 pervious & impervious 2.5 DU/GA 30 portions of the site or 3.0 DU/GA 34 basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 5'2 6.5 DU/GA 54 7.0 DU/GA 56 7.5 DU/GA 58 PUD's, condos, apartments, commercial %impervious Separate curve numbers shall businesses, industrial areas & must be be selected for pervious and & subdivisions < 50 acres computed impervious portions of the site For a more detailed and complete description of land use curve numbers refer to chapter two (2) of the Soil Conservation Service's Technical Release No. 55 , (210-Vl-TR-55, Second Ed., June 1986). Composite CN's may be computed for other combinations of open space cover type. 'Where roof runoff and driveway runoff are infiltrated or dispersed according to the requirements in Chapter 2, the average percent impervious area may be adjusted in accordance with the procedure described under"Flow Credit for Roof Downspout Infiltration"and "How Credit for Roof Downspout Dispersion"in Chapter 2. ''Assumes roof and driveway runoff is directed into street/storm system. 4All the remaining pervious area (lawn) are considered to be in good condition for these curve numbers. August 2001 Volume Ill - Hydrologic Analysis and Flow Control BMPs 2-23 Li 2, STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN FIGURE III-1. 1 Volume Correction Factor to be Applied to Streambank Erosion Control BMPs Based on Site Impervious Cover 50 45 — •. 4D — ¢ 35 - • 0 30 O_ cc 25 — o � V •• 20 — 15 • 10 a I I t 1 I 40 80 SO 100 S I TE I AAPERV I OUS COVER [ACD III-1-3 FEBRUARY, 1992 �� \\�\�. -\ \� \ OTES : \ B��ND IN-.�Y ALLV�IILL'BE \ �_ FZRME A POURE irr % A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF ANACORTES �, .Tom-, L..�E NERDA� \��A \ \ �� \\ STANDARD PLANS AND SPECIFICATIONS, WASHINGTON STATE DEPARTMENT OF � �\ VA\ �� \ \>. �� \ TRANSPORTATION/AMERICAN PUBLIC WORKS ASSOCIATION CURRENT STANDARD IE Di PIPE \ SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. SEE SHEET C2 n ® ,�\� \ \�\ \\ \ \ \ \ B. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE '�Tiq� \\� \ �\ \ CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE �T���y�������i A �� �\ \� V \ ,„,„,,, \ V . CONTRACTOR SHALL CONTACT THE CITY PUBLIC WORKS DEPARTMENT AT (360) 293-1919 \\� �� ii L . , , :, ��� �i���� ,� A\ �\ �� TO SCHEDULE A PRECONSTRUCTION CONFERENCE. / i �� \ C. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER / t� / \\ �� �i� � \ V V �� ���� \ \v CONSTRUCTION IS IN PROGRESS. A 1'� \ \\ / \/' , ��yi#,i A >C \ 'NN �\ D. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE /, , /4 / \ \ \\ APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL \ _d pddp \ FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. %p% �/ /�_ �� --,,,,,/ �� \� E. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY 0 ' \ FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE °D %�� A\ / / / �/ A7 / N N N A CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE �� 0 F F ,6 \\ \ V \� RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL d /,� P RF �'IF' / %�0� \ /\ \ / ��\ \ N. UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES o / / / / / \ / \ \\ NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. \ / \ \ / %� ' / // / / N F. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. �1 A \ \\ \ WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF ANACORTES % ' � ,\ \ \ � � �� � / V APPROVAL. ° ,� , / /1 / / �� / \ \� \\ \ G. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO INITIATING WORK. THE -I CA M �� �\/ \ �i \ CONTRACTOR/OWNER SHALL NOTIFY SCHEMMER ENGINEERING INC. AND THE CITY /i �\ / / \ ENGINEER WHEN CONFLICTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. °w ° W �, / \� \\/ / ) / \ CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. a V/ / �� �, �I \ / > H. PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER INSTALLATION SHALL BE ������.,,������� Ow g 0 ill / / C 7-02AND 7.04 \ I i \ \ //i AS INDICATED IN THE WSDOT/APWA S PECIFICATIONS SE TIONS fig(�' / AND AASHTO SPECIFICATIONS WITH THE FOLLOWING CLARIFICATIONS: : oN • in 0 / / GRAVEL PARKING / \ \ \ \ \ RESPECTIVELY, , / / \ \ I. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PRCENT MAXIMUM Nw �:� CW i / Lglia / I / \ \ DENSITY, MODIFIED PROCTOR. 00 1'0V (vy''' a = �' \ / / / Z g �',�1 d1 S ���E��� x W ,� LOWER EXISTING / / / \ \ / / \ \ �.�' �� � " � � % / RRIGATIONWELL\ / TO MATCH \ \ \ \ \/ i / PARKING DESIGN \ GRADE \ , /' � cis l \ 1 ( 1 ( z' 7 i �� \ \\--11.-\ PADILLA BAY gGRAVFL PARKINGN,- 0 / / A . . , __ - x_ . . . / ) _� Lv „ v v0 , / i i / 7 i / / v> r7 v W \ ., R Eli Z (NI I 1 - - -- - l ) / / / I / / art ?tog 1 137 39 - girl - - - 11 egi 1 . ,.... R20. 0 gissiriajgc ------- / / /P20.00 \ w K / / / / _ WM � o I , (. , _ i / • Illya , . . � 7 (-- 1 rig _ ,_ . , ( \ i , i 7 . PA LA HEIGHT - . —___-_-_- —— ____=_-_-____ \ 1 / \\ \ \( / P ! , , x\\ z i i / / - Of i\ i � SCALE: NTS - VICI \ IT Y VAS / Av , / /S - / ) ) #3850158 0- / a e Q G SITE DLA \ CONSTRUCTION SEQUENCE ORDER OF COMMUNICATION SHEET INDEX: CC >- 1 . CALL FOR A PRECONSTRUCTION MEETING WITH APPROPRIATE Cl SITE PLAN >I' l'' AGENCIES PRIOR TO STARTING ANY WORK. CITY: CITY OF ANACORTES C2 MISC DETAILS F- 0 2 DON MEASAMER I- \ C ID 2, MARK CLEARING AND CONSTRUCTION LIMITS PRIOR TO START OF DON 6TH STREET SCALE 1 "=20' ON SITE WORK. ANACORTES, WA 98221 a I V PROPERTY: 1 .28 ACRES 3. INSTALL TEMPORARY SEDIMENT PONDS AS REQUIRED. (360) 293-1920 > IMP AREA: 0.42 ACRES �� I 0 10 20 4. CLEAR AND GRUB SITE, INSTALL FILTER FENCE AND TEMPORARY OWNER: JOHN CHILDS 0 a 2 Z INTERCEPTOR DITCHES AS CONSTRUCTION ACTIVITIES PROGRESS. PADILLA HEIGHTS RD Q W ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE PARCEL E P5876 ANACORTES, WA 98221 Q J wit S an PERIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THE SITE. ENGINEER: SCHEMMER ENGINEERING INC • 5. ROUGH GRADE ROADWAY AND DRIVEWAY CONSISTENT WITH THE 317 COMMERCIAL AVE. SUITE 101 SEQUENCING OF THE GRADING. ANACORTES, WA 98221 (360) 293-9006 Q r 6. INSTALL UTILITIES AND PERMANENT STORM DRAINAGE ELEMENTS. V CL : Eris COMPLETE THE ROUGH GRADING OF ALL AREAS. APPROVED FOR CONSTRUCTION 7. FINE GRADE AND PAVE THE ROADWAY AND DRIVEWAY. CALL 48 HOURS JOB NO. 03-368 8. HYDROSEED AND MULCH ALL EXPOSED AREAS. BEFORE YOU DIG g. REMOVE TEMPORARY EROSION CONTROL FACILITIES ONLY AFTER SHEET ENTIRE SITE IS STABILIZED, THE POTENTIAL FOR EROSION HAS 1 -800-424-5555 Cl PASSED, AND THE COUNTY HAS APPROVED. L CITY ENGINEER 10. CLEAN ANY SILT WHICH HAS ACCUMULATED IN THE PERMANENT APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN • STORM DRAINAGE SYSTEM AND THE SWALES ON SITE, 1 OF 2 CAD FILE: PLOT DATE: FENCE BY 7 OTHERS I. CONSTRUCTED IN ACCORDANANCE WITH ASTM C-478, ASTM C-890 AND WSDOT B-I REMOVABLE COVER GALV. STEEL LADDER 2. CONCRETE: 4000 PSI TESTED STRENGTH 0 28 DAYS 4.0- - SEE STEPS 0 12" O.C. 3. GRADE 60 REINFORCING BAR L >- DETAIL B ip a r Fat) 4. RISER AVAILIBLE IN 4 6", 12' AND 24" HEIGHTS rY W ' �. ttLiT13 LLI A • A LBS ��� SLOPE TO INLET .� _ 24 RISER- I,IooLBs 6. ) `� WALL BATTER 1 - CONNECT TO 6" 340" II== - — —) PERF PIPE ' ' III-III-III=III-III-III-III=III=III=III- 4 (HOLES DOWN) � 6 ° o ° LT=iinTITIT11Ti�1 El IITII-ICI-THE ° O _ 'I-7_ _F_ -11 I -T ifitTin PLAN ii O 0 _ 12.0" O ° C ADJUSTABLE CHA,ti FOR zz.o' ( 300" °1 O ( REINFORCED 30" SOLID SHEAR GATE �—� — n /, ° O v SOIL MASS LOCKING LID 4.0• 0.5000 � (� � � � 1.5000 COLOGY BLOCK ' , " EL.=48 I zo.o o o � 6 PERF PIPE. " " " 'p • c m j o ° o IE= 43. 0 EL.= 46.71 n o k� 10.5° RECT WEIR .' 4.0 zs.o m O O OVERFLOW 1.5000 — O , C GEOGRID X3 _ EL= 46.63 t -_ FINISH GRADE - _� � Fr �_ ,D •iELE=46.0 F I " j DETAIL B I O ° O (GEOTEX 2x2 OR EQUAL) CREST OF WEIR - , , , , , , , , , , , , WI 3.D I ELE= 36.0 O METAL ROD • ti ' HItilillsitill w° 0 0 DRAIN ROCK 24" MIN. PROVIDE HOOK TYPE 1 INLET ml I!, STD. GAL\d.. I I 8. OUTLETzO40, ON ROD STEEL 4e0 . I I UO OnPIPE SUPPORTS k LADDER � L- � 'onr��i� o ° 3"x0.90GA BOLT 1 • ` 120 170oM"' it. i 'O8' OR IMBED 2" IN 4 f - I ✓' .eaGOON y'�.� ��18o O WALL. a.o �� �+ NoO 8" ADS N 12EL.=143.0 I/~ EL.=42.7, A o o „ • ° � ) - i i Detail 2 I .w LO , O O • U EL.=42.0 3/4" MINLS PER WSDOT ) o ) o 0 • 0 o 0 9 o 0 0 12" MIN. � " �'� SHEAR - i i ` I ��K �� 4PC� a L V. FOR CRUSHED AGGREGATE o „ o floc, O o U 6" OUTLET GATE L-� CASCADE CONCRETE INDUSTRIES CASCADE CONCRETE INDUSTRIES 11 Q b�S QR,�oo', w PRE-CAST PRODUCT LINE DETAIL SHEETS •....,..••' a BASE MATERIAL EL.=41.0 `-. 8" RISER k • 1 -0" CATCH BASINS 1 NOTE: INSTALL FILTER FABRIC 1 0 ORIFICE PLATE / + 1912t (360TON BLVD7B1 BURLINGTON, WA 98233 CATCH BASIN TYPE 1 Ti 01 01 00 SOLID BOTTOM PHONE: (360)757-7811 FAX: (360)757-2532 Sur c.c eo znw trier DAL. danOcoxodeconcrete.com IN - BETWEEN EACH SECTION OF " GEOGRID BETWEEN EARTH AND - EL.=39.0 k r • t ; . " . 4 - L. k V DRAIN ROCK SECTION AA Z o 0 RE TA N N G WALL SF CT ON 60 " CONTROL STRUCTURE Z o � N. T. S. i - Nio N °. zig, z z (.1 LL.I CA IJ.I ¢ rn cKw w 9 CONTROL_ 2 NON-WOVEN SEDIMENT CONTROL FABRIC STRUCTURE w N / � ic w MATERIAL, 60'1 WIDE ROLLS, U III o 0 USE STAPLES OR WIRE RINGS OPp - / OD M zQ TO ATTACH FABRIC TO WIRE . tJG R ‘74-,:--'r4“=,-r< 1 2 X2 X14 OA, S ,yi ♦��� --;�i.-:a 2 N WIRE FABRIC -_i.�a t a. FF N fi • FOR EQUIVALENT. • 0 S=��\��Sft, TFS • _ _ _ ON APPLICABILITY. -� - —I I I— I� ICI 1=III—III—III;—III=� F=III—III- R = 25 MIN. �;` �_�� I11=111-1 —111-111-111-111=111- -111=111- -� � ti\ — — —k� — — — — I `�► ���oma �_. E ELE= 41 .0 N `\�• al�� 8" DI END CAP • 12" MIN. 41�r �� _■SI • 2"X2" P.T. WOOD POSTS �� USN-- 1 4" - 8" QUARRY SPALLS `��%� AT 6 -0 ON CENTER. \oe 20 M\NSIN(STEEL POSTS, AS ALT.) I 0 _ E ELE= 34.5 Q PROVIDE FULL WIDTH OF -- IE ELE= 34.0 / 8" DI PIPE 8" DI EL 0 • NON-WOVEN SEDIMENT CONTROL FABRIC INGRESS/EGRESS AREA 8" DI END CAP I } CC P00' ' \ OYES : SETA A cc '- WI RE MESH FABRIC, STAPLE OR I SCALE: NTS o , a 0 J NAIL TO POSTS IS REQUIRED TO I St 0r, I SUPPORT FABRIC WHEN IT IS TO BE N 1 ) 100' MINIMUM LENGTH. MAY BE REDUCED TO 50' MINUMUM FOR SITES WITH CC _ < IN PLACE FOR 6 MONTHS OR LONGER. — a, o b LESS THAN ONE ACRE OF EXPOSED SOIL. Q IA 1 Ilk -,_"---....,/ I =1 I I=1 —I 11=1 I I 1 '=1 ( I,_1 _I 11= 2) ALL MUD AND DEBRIS TRACKED ONTO EXISTING ASPHALTED ROADWAYS SHALL J 0 0 r I SOIL, „ II BE SWEPT/CLEANED UP AFTER EACH DAYS WORK, OR AS REQUESTED BY THE APPROVED FOR CONSTRUCTION V BACKFILL 8 X12 TRENCH W/NATIVE ' SOIL, AND ON BOTH SIDES iiiIN / PROJECT ENGINEER AND/OR THE CITY INSPECTOR. CALL 48 HOURS OF FILTER FABRIC ON THE BEFORE YOU DIG JOB NO. 03-368 SURFACE. 1 -800-424-5555 - SILT FENCE STA3ILIZED CO \ STPUCTIO \ E \TPA\ CE tP CITY ENGINEER SHEET C2 N.T.S. NO SCALE APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN 2 OF 2 CAD FILE: PLOT DATE: AUDITORS CERTIFICATE FILED FOR RECORD AT THE REQUEST OF SCHEMMER ENGINEERING INC. SURVEY IN THE W 1 /2 OF SECTION 3, T. 34 N . , R. 02 E. , W. M . IIJIJIJIJIJIflJIJIJIJjJIjl Skagit County Auditor 8/11/2004 Page 1 of 1 3:39PM t SKAG COUNT AUDITOR TY a� LEGAL DESCRIPTION: ``I . PARCEL "A" I 08 . ,icy 0 p6K;q 2 THE EAST 1 ACRE OF THAT PORTION OF THE EAST 1/2 OF THE /� G '4iGyT SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 3, TOWNSHIP 34 ��OF NORTH, RANGE 2 EAST, W.M., LYING SOUTHERLY OF THE STATE HIGHWAY 2 �6 8wq Y RIGHT OF WAY AS CONVEYED TO THE STATE BY DEED RECORDED UNDER • 3 \ AUDITOR'S FILE NO. 602563. SCALE 1 "=40' C - -_ • 308 PARCEL "B" In M • 2\'` THAT PORTION OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE 0 20 40 80 o o -. SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 34 NORTH, RANGE 2 EAST, o NI W.M., LYING NORTHERLY OF THE NORTHERLY LINE OF THE COUNTY ROAD I RE( ORD OF SURVEY RIGHT OF WAY COMMONLY KNOWN AS PADILLA HEIGHTS ROAD, FORMERLY A.F NO 199908180068 THE SIEVENSON ROAD; EXCEPT THAT CERTAIN EASTERLY PORTION I LEGAL DESCRIPTION PARCEL "A" THEREOF CONVEYED TO BILL J. BUTRAM, ET UX, BY DEED RECORDED 1.00 ACRE 3 MARCH 31, 1994 UNDER AUDITOR'S FILE NO. 9403310150; AND ALSO O FOUND REBAR AND CAP "SKODJE LS 19645 EXCEPT THAT CERTAIN WESTERLY PORTION THEREOF LYING WESTERLY OF THE EASTERLY LINE OF THOSE PREMISES CONVEYED TO ANTO LOVRIC, ET M1 • SET REBAR AND CAP UX, BY DEED RECORDED OCTOBER 3, 1990 UNDER AUDITOR'S FILE NO. N 1 rn 9010030068. "PEM LS 25971 I o I R=87.30 cn SURVEY NOTES: I d=38'36'03" I 57.39QG. ` .. L=58.82 BASIS OF BEARINGS-THE SOUTH LINE OF THE NORTHWEST 1/4 OF a N _ 29,�•u8 __ d SECTION 3-34-2 AT N i39'11 10 w FROM SuRvtY RECORDED uNur=i� A.F . 271.71 199908180068. F02.0929P W LEGAL DESCRIPTION PARCEL "B" 0.28 ACRE 3 n THIS SURVEY PERFORMED IN THE FIELD USING A LEICA TCRA1103 31.23' 'to� CENTER OF ELECTRONIC TOTAL STATION. _ S 87'26'33" E 1 , SEC 3-34-2 g. 1 274.73' - - -- -- 1 0 1 SOUTH LINE OF PARCEL "B" DETERMINED BASED ON AS BUILT CENTERLINE OF PADILLA HEIGHTS ROAD (AS IN SURVEY A.F. NO. 199908180068) AND - - - _ _____ _____ __ ROAD DSCRIPTION FROM RIGHT OF WAY DEED RECORDED UNDERNO. - 308309 RECORDED DECEMBER 5, 1938. CENTERLINE OF EXISTING ASPHALT ROAD NON CL R=57.30 d=104'13'54" EXISTING PAVEMENT EDGE �`\-- ,, L=104.24 N \ \ Oa IRO" SITE \ ilipprallm.._ 0 . 1 \ —AMNOW / 1/I / o 4 o kw / L !Ir ' �� . j ��,,. W V W L VICINITY MAP N.T.S. ' ����������������ar!�� SURVEYORS CERTIFICATE JOB NO. J 0 H N C H I L S I • '�,ss ISlills Mo►. '�' This map correctly represents 03-356 a made me or 4 ,z---p�•w- 4;--� .1. survey by DESIGNED PEM SHEET S I N PLY YA S ♦ • Q ��`� tii- � Z - under my direction in 14 ' :N x " % conformance with the Survey DRAWN PEM 'HEMMER ENGINEERING INC. 5 4, 25971 p •� , ; Recording Act. CHECKED JH 1010 34TH STREET SC , --.,� /sT�!�`v••JQ,.•• ; BY ♦ /p .� 5 �% ♦ DATE BY APP REVISIONS 317 COMMERCIAL AVENUE, SUITE 101 �I •ee�"�L IlhAN:ee�� Paul E. Monohon CERT#25971 1 OF 1 A \ A C 0 TE S , WA 98221. ANACORTES, WA 98221 (360) 293-9006 EXPIRES�06�04 05 . [)ate g- (1 —o4- -11-D4�!.II/IIMO/I/// Malll CAD FILE: j PLOT DATE: L. \ A �`V �� � ��._NOTE � � � �� �\ �� � �� � _ � \ O T E S . BEND IN WA'+�'ILL BE V `V� --, \, V - FORMED ANL-POURS I _ '--� LACE TO C)MPLETE NER\� \\� \ �,� \ A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF ANACORTES \ STANDARD PLANS AND SPECIFICATIONS, WASHINGTON STATE DEPARTMENT OF ���� . Vim\ �� ���� - ,�� TRANSPORTATION/AMERICAN PUBLIC NORKS ASSOCIATION CURRENT STANDARD IE DI PIPE •. �� ���-.,\ �� ~�� \� I� \ \ \ SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. SEE DETAIL A �����I�� �� 1 SHEET C2 I$ ���I �� I �, - _._ e \� �� \ B. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE _ �����i,� �� \\\ �� \ \ CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE � '^ \,.., \ \� \\� \ CONTRACTOR SHALL CONTACT THE GIP( PUBLIC WORKS DEPARTMENT AT (360) 293-1919 � ������ � � A A TO SCHEDULE A PRECONSTRUCTION CONFERENCE. �� �� ��, ,� �y C. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER [ 1/ I �� �� p� ���\ �� CONSTRUCTION IS IN PROGRESS. V / / �" ,/ -*Art �� ��� � � N D. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE ��� ��� N APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL ' j / / N. �� FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. �� o E. ALL LOCATIONS OF EXISTING UTILITIE`. SHOWN HEREON HAVE BEEN ESTABLISHED BY o / ° /� /� \ \. FIELD SURVEY OR OBTAINED FROM AJAILABLE RECORDS AND SHOULD THEREFORE BE 5 � �� - �_ CONSIDERED APPROXIMATE ONLY ANL NOT NECESSARILY COMPLETE. IT IS THE SOLE 100 LF OF 6" % ��� I P RF P PE �� RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL IC tl �N N UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES FI /�� NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. t ' � N� F. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. m vv �I�� WASHING OF THESE STREETS WILL NJT BE ALLOWED WITHOUT PRIOR CITY OF ANACORTES \ a APPROVAL. ° �� �N CONDITIONSPRIOR TO INITIATING WORK. THE } , I /��/ ,� / G. THE CONTRACTOR SHALL VERIFY ALL FIELD m i \. \ A CONTRACTOR/OWNER SHALL NOTIFY SCHEMMER ENGINEERING INC. AND THE CITY ENGINEER WHEN CONFLICTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. °w °w )/ / ' �, CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. wo Ili CVy / / H. PLACEMENT REQUIREMENTS FOR CUL/ERTS AND STORM SEWER INSTALLATION SHALL BE ��������/ I / f / / AS INDICATED IN THE WSDOT/APWA SPECIFICATIONS SECTIONS 7-02 AND 7.04, _; `' t ;�.,�� �o/ GRAVEL PARKING / / / // / ' RESPECTIVELY, AND AASHTO SPECIFICATIONS WITH THE FOLLOWING CLARIFICATIONS: : ' GtoN y�y,� ��/ I i / :// , ii / /A I / // // I. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PRCENT MAXIMUM ,7 / / / DENSITY, MODIFIED PROCTOR. _ �t� � CWo S � frr- LOWER EXISTING / �� Q ,fn.n•,,•• c IRRIGATION WELL / / / 7 TO MATCH � j / / / PARKING DESIGN / , / /GRAD / // / / / ' � � 7 O � / 1 0' .I / / 1k\ / / J I 0 / U 1 / PADILLA BAY ? o o GRAVEL PARKING a — Oet b mesa . _( / / / 1 i .., Z . -,' ' tr) _ I � N p i .ro `� W D c0 �' . �" / 11 ^ = pIN PO / / I / KG 1 P T Z cn i / ,' ower....Ili m A Z I N �,,, �� / / - 100 W cotjE N Q rn ee 137.39 �� i .../ i / /� '�1 re LLI c� ct Q _ ,:l N 0 K20.OQ �( ' SITE R20.00 / �iii��� RQ W o 1 1 / cr � \ 1 illiihMta coo 111 rill" ___ a J , , 1 . ,/ ric„ 1 ,, i 1 I LI__ \ ( / in Al PA . 1. LA HEIGHT AD ,h, - _..„--- -- , \ \ 1 1.---ii' j N • 1 i r 9 / / '' ::: // /i VIC CITY VAP � ' �' / Z / , k t �� / SCALE: NTS % #38630�58 \1/ Q g SITL nLA \ CONSTRUCTION SEQUENCE ORDER OF COMMUNICATIO\ SHEET INDEX: 1 . CALLA PRECONSTRUCTION MEETING WITH APPROPRIATE ClSITE PLAN CC N FOR �- �_— AGENCIES PRIOR TO STARTING ANY WORK. CITY: CI1' OF ANACORTES C2 MISC DETAILS L . 2. MARK CLEARING AND CONSTRUCTION LIMITS PRIOR TO START OF DOV MEASAMER 9O4 6TH STREET ~ co TV En PROPERTY: 1 .28 ACRES SCALE 1 "= 20' ON SITE WORK. ANACORTES, WA 98221 W I V 3. I'JSTALL TEMPORARY SEDIMENT PONDS AS REQUIRED. (MO) 293-1920 5 IMP AREA: 0.42 ACRES 0 0 20 4. CLEAR AND GRUB SITE, INSTALL FILTER FENCE AND TEMPORARY OWNER: JOHN CHILDS 0 I Z INTERCEPTOR DITCHES AS CONSTRUCTION ACTIVITIES PROGRESS. PA)ILLA HEIGHTS RD Cr ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE PARCEL # P115876 a Q FERIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THE ANACORTES, WA 98221 J co ..1SITE. ENGINEER: SC EMMER ENGINEERING INC W . 1 N.. a 00 5. TOUGH GRADE ROADWAY AND DRIVEWAY CONSISTENT WITH THE 317 COMMERCIAL AVE. SUITE 101 EQUENCING OF THE GRADING. ANACORTES, WA 98221 I Q r LU 6. INSTALL UTILITIES AND PERMANENT STORM DRAINAGE ELEMENTS. (360) 293-9006 COMPLETE THE ROUGH GRADING OF ALL AREAS. APPROVED FOR CONSTRUCTION 7. FINE GRADE AND PAVE THE ROADWAY AND DRIVEWAY. CALL 48 HOURS 8. 11YDROSEED AND MULCH ALL EXPOSED AREAS. JOB NO. g. REMOVE TEMPORARY EROSION CONTROL FACILITIES ONLY AFTER BEFORE YOU DIG 03-368 ENTIRE SITE IS STABILIZED, THE POTENTIAL FOR EROSION HAS - SHEET PASSED, AND THE COUNTY HAS APPROVED. 1 —800-424-5555 Cl 10. CLEAN ANY SILT WHICH HAS ACCUMULATED IN THE PERMANENT CITY ENGINEER STORM DRAINAGE SYSTEM AND THE SWALES ON SITE. . _ _ __.___-_. _ _ ` APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN 1 OF 2 CAD FILE: PLOT DATE: J — L_ e No __ L.., ti. ,_ \_ FENCE 3Y f OTHERS I. CONSTRUCTED IN ACCORDANANCE WITH ASTM C-478, ASTM C-890 AND WSDOT B-I 2. CONCRETE: 4000 PSI TESTED STRENGTH @ 28 DAYS 4.0" REMOVABLE COVER GALV. STEEL LADDER STEPS ® 12" O.C. 3. GRADE 60 REINFORCING BAR D E TE D E:T A L 3 4. RISER AVAILIBLE IN 4', 6', 12' AND 24' HEIGHTS F 5. WEIGHTS: (Yt_ii BASE- 1,950 LBS Liia_ / - 6' A A 4' RISER- 180 LBS 6' RISER- 275 Les O J rY 1 lia12' RISER- 550 LBS CO* o C [ SLOPE TO INLET trill4)\ , 24' RISER I,IOOLes ' \�C 1 �o �' 1 / � � % CONNECT TO 6" 4 WALL 3ATTEP - �___.__- 34.o• ' II-11=u—n—..e-II— 11=�=L PERF PIPE z ' ' ' ��I-�I-ll I-1I-III-ll1-1L-ll1-lLl-lll= v ` O L- -�_1_�= —_1— —L-1L—L (HOLES DOWN) —1 i— 0 6 - =11 -I 1=111 =-Slit-=u I- PLAN " o o - =ID= -Slit-LIE-1_ll t 17 1 z.o" W O 0 22.0• ,--i 30.0" C I �O ` ,L ADJUSTABLE CHAIN FOR —� - d REINFORCED 30" SOLIL SHEAR GATE < r 0 O LOCKING LID -� a.o' � o ''' SOIL MASS m - —as000 � �� O II 1 / m I-2o.o•—I F 1 Jyoc 15000 , ECOLOGY 3L10CK ` 6" PERF RIPE. ° O _ � EL.= • 46.71 ��""" " O E= 43. 0 "10.5" RECT WEIR a.o° ze.o > �� OVERFLOW En m O O FINISH GRADE F-z. . I 1.5000 - / 4_) (_) (-) :_ GEOGR D X3— EL= 46.63 -- CREST OF WEIR - f ELE=46.0 I 0 WIWDETAIL I (GEOTEX2X2 OR EQ AL) D4mIr <YOUWaTYPE 1INLET CELE= 36. 0 sTDcAL�: aao I • 1 1101til . 4Or PIPE SUPPORTS LADDER L—J *p**B*BB••••q• O 17 .��— , 3"x0.90GA BOLT 12'l0" [14,1 ' � �;'it )i 8a.o �a WALL 8" ADS N-12 I EL.=427. ELJ43.0 o �_ - I ' Detail 2 = `vim •� L - ) O , L O ' O O EL.=42.0 y � 1 I ' . . V.: O�7 `01- �fb1S 4`'•• a 3/ Vl \ US PER WSDOT `-'I v� `� o ° o o ° 12" MIN. 6 OUTLET SHEAR I CASCADE CONCRETE INDUSTRIES CASCADE CONCRETE INDUSTRIES Q j' r p QI oo < Ig FOP CRUSHED AGGREGATE ' o ; c _ o 0 _. 0 L _ •••i•••••• 0 ` GATE k PRE-CAST PRODUCT LINE _ DETAILH BASINS BASE MATERIAL EL.=41 ,0 ` \ 1'-D' 1912 BURUNGTON BLVD BURLINGTON, WA 98233 $" RISER + sac two NO Siff ra RN 1 "n ORIFICE PLATE PHONE: (360)757-7811 FM: (360)757-2532 CATCH BASIN TYPE 1 T1 01 01 00 r1 NOTE: I \STALL_ FILTER FA3PIC SOLID BOTTOM `•.% EMHL: danOcaacadeconcrete.com IN - 3-TWEEN EACH SECTIO\ OF J alibiai GEOGPID 3-TWEE\ EAPT- AND EL.=39.0 DRAIN ROCK _ k4 • ' co SECTION AA Z o 60" CC �TROL ST� UCTUE z T TA \ \ 0 WA S CT 0 \ e wN N.T.S. N.T.S. Imitii„i Lit L-- -- ' 4. r ,; Z C\I ilk; Err r W ¢ co 0, crw Q a ? W a J /CC CONTROL 2 w a. STRUCTURE w g NON-WOVEN SEDIMENT CONTROL FABRIC i /' . 4 W o �I-. LU U o MATERIAL, 60" WIDE ROLLS, 1 -40 co Ire;U ci Q USE STAPLES OR WIRE RINGS I Ft TO ATTACH FABRIC TO WIRE. I I / �x\S�\Np �pPO U r p �_���������������� "<__lc:14 2X2 X 14 OA. 44, ♦�����. _•c 4- N WIRE FABRIC sirr=• =t�•��� rr.° l► �E�► F do 11 • OR EQUIVALENT. 4-_ �a}Irla FS - _ ON APPLICABILITY. �� at- M..Er - _ R = 25 MIN. `� ��� �� -I I I-_ w_��r-� � �-iii-� ��_� -11I-I CI- .�_ -III—III I III III—III—III--III- 1I1=111- �:�� ��� I ` _ _Na' ., - IE ELE= 41.0 — — — — — — — `�� 1�-e._ 8" DI END CAP • Li I N 'Warr�\'_S� _ 12 ' MIN. e�����ar.0 2"X2" P.T. WOOD POSTS 4" - 8" QUARRY SPACES p1. ep/ MAN vrtwar AT 6'-O" ON CENTER. 20 (STEEL POSTS, AS ALT.) IE ELE= 34.5 Q PROVIDE FULL WIDTH OF IE ELE= 34.0 8" DI PIPE 8" DI EL Q NON-WOVEN SEDIMENT CONTROL FABRIC INGRESS/EGRESS AREA 8" DI END CAP CC >,,, H - � � \ OTES : DETAIL A o� ~ 1 �� SCALE: NTS a WIRE MESH FABRIC, STAPLE OR �I J NAIL TO POSTS IS REQUIRED TO Si-Op of Q al SUPPORT FABRIC WHEN IT IS TO BE E N 1 ) 100' MINIMUM LENGTH. MAY BE REDUCED TO 50' MINUMUM FOR SITES WITH _ IN PLACE FOR 6 MONTHS OR LONGER. I o o LESS THAN ONE ACRE OF EXPOSED SOIL. W J 0 I .r1 0 -i co N, — �— —_ F U =1 I I=1 —I 1=1 I I I I1=� �;,—I i I_I I 1= � 2) ALL MUD AND DEBRIS TRACKED ONTO EXISTING ASPHALTED ROADWAYS SHALL = a T Q BE SWEPT/CLEANED LIP AFTER EACH DAYS WORK, OR AS REQUESTED BY THE APPROVED FOR CONSTRUCTION (� a BACKFILL 8"X12" TRENCH W/NATIVE i8 PROJECT ENGINEER AND/OR THE CITY INSPECTOR. CALL 48 HOURS SOIL, AND ON BOTH SIDES MIN./ OF FILTER FABRIC ON THE BEFORE YOU DIG JOB NO. SURFACE. 1 800 424-5555 03 368 SILT FENCE STA3ILIZED CO \ STUCTIO \ E \TA \ CE CITY ENGINEER SHEET C2 APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN N.T.S. NO SCALE 2 of 2 CAD FILE: PLOT DATE: \ OYES : \ \NOTE:. �8� ���� _ BEND 1N_4VA LL V ` -- 'FQRMED -CO POURE INS \ \\\ —� �. PLACE TC�OMPI NER \ \ \ \ A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF ANACORTES .� \ STANDARD PLANS AND SPECIFICATIONS, WASHINGTON STATE DEPARTMENT OF i' \ \ �� \\ \ TRANSPORTATION/AMERICAN PUBLIC WORKS ASSOCIATION CURRENT STANDARD 8" DI PIPE - \_ A., A IE = 34,0 r . _� \- ��\\ \\\� \ � SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. SSEE HEETEC2IL A / • 4'III -'1 \\ \ \ \\ \ \ �\ V " , ����i' , \� B. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE � , �" / ;�/ � �����•'�i����� A �� \ - __�� _ CITY ENGINEER OR HIS DESIGNATE REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE I Ii' i ��\ \\� \\\, 7 / \ _� CONTRACTOR SHALL CONTACT THE CITY PUBLIC WORKS DEPARTMENT AT (360) 293-1919 \ \ \ \ �� TO SCHEDULE A PRECONSTRUCTION CONFERENCE. ��� \ \ �� \ \ C. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER G, i���i� � �� CONSTRUCTION IS IN PROGRESS. 0: 4� � K �\ N D. ALL SITE WORK IMPROVEMENTS SH<,LL BE CONSTRUCTED IN ACCORDANCE WITH THESE / , Oil T \\ \ �- APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL / '/, % j % \ / \ \\ FROM THE OWNER/8tlip , , ENGINEER AND APPROPRIATE PUBLIC AGENCIES. j ' � ��N� E. ALL LOCATIONS OF EXISTING UTILITII�.S SHOWN HEREON HAVE BEEN ESTABLISHED BY 0 / / / / /�' FIELD SURVEY OR OBTAINED FROM '�VAII,_ABLE RECORDS AND SHOULD THEREFORE BEv > I /i ,/ 1�O. Ci= OF�;� � / \ \\ \ CONSIDERED APPROXIMATE ONLY AI '� NOT NECESSARILY COMPLETE. IT IS THE SOLE w 0, A P /OF ,PIP j /0• - \VA .. RESPONSIBILITY OF THE CONTRACTCR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL n v� \' �� UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES i , I / „ / / / 7)% \ NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. < Q / ; / to / // N F. THE CONTRACTOR SHALL KEEP OFF SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. � N \\ C'/N WASHING OF THESE STREETS WILL ROT BE ALLOWED WITHOUT PRIOR CITY OF ANACORTES � * \ I I /, � / ;��� , / ,,' \\ \� APPROVAL.�� j �� G. THE CONTRACTOR SHALL VERIFY AL'. FIELD CONDITIONS PRIOR TO INITIATING WORK. THE I , o .:r / / \ A N CONTRACTOR/OWNER SHALL NOTIFY SCHEMMER ENGINEERING INC. AND THE CITY :------- �� / / / N� \ ENGINEER WHEN CONFLICTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. z z Y f / �.-' / / CONFLICTS SHALL BE RESOLVED PF.OR TO PROCEEDING WITH CONSTRUCTION. a W S I / / ) / / H. PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER INSTALLATION SHALL BE ���u..n� / I / / / / / AS INDICATED IN THE WSDOT/APWA SPECIFICATIONS SECTIONS 7-02 AND 7.04, 1. t• t >,� d. / GRAVEL PARKING / / / / / RESPECTIVELY, AND AASHTO SPECIF,�ATIONS WITH THE FOLLOWING CLARIFICATIONS: \aG\ON �'' ���� /I / / q • . . / / / / / \ \ /4 I. ALL UTILITY TRENCHES SHALL BE B„CKFILLED AND COMPACTED TO 95 PRCENT MAXIMUM t r °d o - / / / / / DENSITY, MODIFIED PROCTOR1 il ' o �� — /' /I // �/ i bl+� Q��;�� w < / •/ / / / i E Au��u00 G \ \\ �\ LOWE' XISTING 7- r 1 1 / / . IRRI • TION WELL/� / I / /7! ;' 0 / TO ATCH 7 // / / / � 10' 7 7 ( I • �I _ / P • RKING DES N i P I �- `. PADILLA BAY z / GRAV L PARKING / / / \ / I i �� o e c,o al N. — IIII � 1 � N micr 1 / / — - UJ moo = I i I / ' , / / i // 7 _____ / M Rq1 V, z cv \ c 20' • i / ±- a --7----:, ___----------X /------- - i I I < a ' A / / / illtr_v----101-- - • • ill is 1 ,, , LN, / 1 1 1 1 1 1 7 _ wise 4,, \ 2 E _ „, ;7, , �� it20.00R20.00 / ii rii,,, I o u ___-_-_______., ____ _______ ) N \, El r �,---- -- 1 i fa .. �,, _____. , / , , , a , PA ' " LA HEIGHT, ..... ,0 � I ( ,� , , .. / . , 4 , I D --------------- AI I�J���JJJ __ _-_-_-_ .„------ -\--\-\--" \N\N / : , / — _ i/ - , - 7 � _ 6I, / 9 /,/ VICINITY MAP i ' /,, ‘ , }\ SCALE: NTS #38550458 CL r P( I , „,, - Q Q CONSTRUCTION SEQUENCE S Ti PLANSHEET INDEX: } 1 CALL FOR A PRECONSTRUCTION MEETING WITH APPROPRIATE OPDEP OF COMMUNICATION Cl SITE PLAN f— AGENCIES PRIOR TO STARTING ANY WORK. CITY: CITY OFASAMER ANACORTES C2 MISC DETAILS Z — O T- : 2. MARK CLEARING AND CONSTRUCTION LIMITS PRIOR TO START OF 904 6TH STREET CC E— SCALE 1 "=20' ON SITE WORK. ANACORTES, WA 98221 W I 0 PROPERTY: 1 .28 ACRES 3. INSTALL TEMPORARY SEDIMENT PONDS AS REQUIRED. (360) 293-1920 0IMP AREA: 0.42 ACRES � I 0 Cu Z 0 10 20 4. CLEAR AND GRUB SITE, INSTALL FILTER FENCE AND TEMPORARY OWNER: JOHN CHILDS NTERCEPTOR DITCHES AS CONSTRUCTION ACTIVITIES PROGRESS. PADILLA HEIGHTS RD DDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE PARCEL # P115876 CL ANACORTES, WA 98221 Q ERIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THE Q _I EL ITE. ENGINEER: SCHEMMER ENGINEERING INC _ CIO . OUGH GRADE ROADWAY AND DRIVEWAY CONSISTENT WITH THE 317 COMMERCIAL AVE. SUITE 101 EQUENCING OF THE GRADING. ANACORTES, WA 98221 9 W (360) 293-9006 r ~ 6. NSTALL UTILITIES AND PERMANENT STORM DRAINAGE ELEMENTS. 0 a. a. (A OMPLETE THE ROUGH GRADING OF ALL AREAS. APPROVED FOR CONSTRUCTION 7. 'FINE GRADE AND PAVE THE ROADWAY AND DRIVEWAY. 8. IHYDROSEED AND MULCH ALL EXPOSED AREAS. CALL 48 HOURS JOB NO. 03-369 g. REMOVE TEMPORARY EROSION CONTROL FACILITIES ONLY AFTER BEFORE YOU DIG ENTIRE SITE IS STABILIZED, THE POTENTIAL FOR EROSION HAS SHEET PASSED, AND THE COUNTY HAS APPROVED. 1 -800-424-5555 Cl 10. CLEAN ANY SILT WHICH HAS ACCUMULATED IN THE PERMANENT CITY ENGINEER STORM DRAINAGE SYSTEM AND THE SWALES ON SITE. APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN 1 of 2 CAD FILE: PLOT DATE: FENCE BY OTHERS I. CONSTRUCTED IN ACCORDANANCE WITH ASTM C-478, ASTM C-890 AND WSDOT B-I REMOVABLE COVER 2. CONCRETE: 4000 FBI TESTED STRENGTH • 28 DAYS % 4.0' GALV. STEEL LADDER STEPS © 12" O.C. 3. GRADE 60 REINFORCING BAR SEE 4. RISER AVAILIBLE IN 4', 6', 12' AND 24' HEIGHTS 1>- DETAIL B 1iT1I � � IAA o J ^cL NI SLOPE TO INLET ? ` A _ . 0 1 eir ' c\ 1 % 1 � WALL BATTER ' , CONNECT TO 6° 34.0• j -11 1_--1-u-��..-""-n- 1-1 =L PERF PIPE J z k IIII=III=1I1=J1=111=ll1=11=1I1=111=1IL (HOLES DOWN) 0 o J1=1ll=lll-_1-_ - - =1 _11E-LI=L / o 6 O -111=11 1LI=1I1=1 ll1=11 -111- 11=1LI- PLAN q `) v 1 ADJUSTABLE CHAIN FOR 22.0' `_) 0 rr _ 30°' 0 L 30" SOLID / REI\ FORCED SHEAR GATE , O O O C LOCKING ID v o 0 SOIL MASS L_ _ 4.0- 0.5000 �20.0'� �� s - EL.=48 to ` ` ECOLOGY BLIOCKr. < Fa 1.5000 6" PERF PIPE.rUQO ( t W EL.= 46.71 a4.o 26.0 O IE= 43. 0 10.5 ' RECT WEIR . W OVERFLOW -- ����''1II! o O , O • FINISH GRADE - r-1- I n n 1.5000 �/ GEOGRD x3 EL.= 46.63 -- ` f ELE=46.0 I 3.0' w CREST OF WEIR - , , Il , nnu , Hki f l o ; p DETAIL B 1 0 o (GEOTEX 2x2 OR EQUAL) METAL 1o: to'ELE36. 0 ROCK 24 ML STD. GALb: 440• . I I —. •a STEEL ` L _J 11/011 ���Bun4p�r ade O c PIPE SUPPORTS I LADDER t 72� 770 , ON ���i9,�i �'� O 3 x0.90GA BOLT �, _ - - I iSt' t o 4* •,"r,/ OR IMBED 2" IN ,4 r 1 �' "' 'No � O 8 I1 I 4.o NW ��..Cl WALL. Y8" ADS N-12 J 0 o o • 1 8 0 r EL.-43.0 f O C EL.=42.7. I Detail Z �� &' > DOv0 � � 0 � 0 EL.=42.0 � _ � I I 'lYlS � 4,','al 3/4" MINUS PEP WSDOTI I I o`000 W < • SHEAR I I CASCADE CONCRETE INDUSTRIES r Qa�p < 0 0 0 _ o ` c L_ CASCADE CONCRETE INDUSTRIES DETAIL SHEETS 1 1 0 0 FOR CRUSHED AGGREGATE O ° Omo ° 000 , G 12" MIN . s OUTLET GATE '"""'O .41 a' PRE-CAST PRODUCT LINE CATCH BASINS BASE MATERIAL EL.=41 .0 k,/e- \ g" RISER 1 �O' 1912 BURL NG70N BLVD BURLINGTON, WA 98233 PHONE: (360)757-7811 FAX: (360)757-2532 "w 1¢[ ono NO REV 1"d ORIFICE PLATE E(360LIA& 57-7 aeaaeco: (36.e75 CATCH BASIN TYPE 1 T1 O1 01 00 �-1 NOTE: I\STALL FILTER FABRIC SOLID BOTTOM - � IN - BETWEEN EACH SECTION OF • GEOGPID 3ETWEEN EARTH AND EL.=39.0 ` DRAIN ROCK co SECTION AA Z S 60' CON I;OL STRUCTURE cn ? N RI TA \ \ G WALL SI CT 0 \ N.T.S. W E-o W Dcn N.T.S. Z T"v - (7.6 R Lii j 1 W Qrn cc LLI1 is, a Ids --1of W f CONTROL w a STRUCTURE w W o � NON-WOVEN SEDIMENT CONTROL FABRIC i = U o MATERIAL, 60" WIDE ROLLS, U r a / V) �0 a RINGS OPU I USE STAPLES OR WIRE p I/ .41 1 �X\s'S\N R y gii e TO ATTACH FABRIC TO WIRE. , _ SS i�i���������ivy'.a•%.��d.\\%i, 2 X 2 X 1 4 OA. _ �=� � � SFF M/4 ♦��♦ u. IN WIRE FABRIC �•---�ea B► ti ���r:" OR EQUIVALENT. /gr u����agarm -���` T TITS _ _ ON APPLICABILITY. R = 25' MIN. �li���A•� 1=1 11 I� I� 11=1 11=1 11=1 11= 11=� =1 HER:I- --i!���._il!� -III-1 I1-1 -III-1 I1-III=III=I I—I-} -III=III- s���� i \ IE ELE= 41.0 — — Sir — — — I I 1 �ta�� �_,. 8" DI END CAP 12" MIN. .�5�ZIN6. 2"X2" P.T. WOOD POSTS 4" - 8" QUARRY SPACES \`,PPIr , 101' AT 6'-O" ON CENTER. 2� CI IE ELE= 34.5 Q (STEEL POSTS, AS ALT.) PROVIDE FULL WIDTH OF IE ELE= 34.0 8" DI PIPE 8" DI EL O INGRESS/EGRESS AREA S" DI END CAP CC } NON-WOVEN SEDIMENT CONTROL FABRIC E- CO H � \ OTES : DETAIL A _ � SCALE: NTS a � J WIRE MESH FABRIC, STAPLE OR NAIL TO POSTS IS REQUIRED TO S��p o Q E 1 100' MINIMUM LENGTH. MAY BE REDUCED TO 50' MINUMUM FOR SITES WITH _ < SUPPORT FABRIC WHEN IT IS TO BE N ) 0. IN PLACE FOR 6 MONTHS OR LONGER. \y o o LESS THAN ONE ACRE OF EXPOSED SOIL. CO0 J �� ,.- I coN- V =1II in—III=III in J I I=� 11= — 2) ALL MUD AND DEBRIS TRACKED ONTO EXISTING ASPHALTED ROADWAYS SHALL — CO T —III.I 11= i BE SWEPT/CLEANED UP AFTER EACH DAYS WORK, OR AS REQUESTED BY THE APPROVED FOR CONSTRUCTION V < a CO /8" I, CALL 48 HOURS BACKFILL 8"X12" TRENCH W/NATIVE AIN PROJECT ENGINEER AND/OR THE CITY INSPECTOR. SOIL, AND ON BOTH SIDES BEFORE YOU DIG cos NO. 03-566 SURFACE.OF FILTER FABRIC ON THE 1 800-424-5555 STA� IEIZED CONSTRUCTION E \TRA\ CE CITY ENGINEER SHEET C2 SILT FENCE -27-°' - - - • µ - �..,-," APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN N.T.S. NO SCALE 2 OF 2 i I CAD FILE: PLOT DATE: �� \ �y��� V �\ _ AOYES : \ END IN�IACt_�JIL�BE, \\\ \ A FQR���AND POURE IN- � `'z_ 'LACE TZ�6cMPL NER �� \ / ,\� , A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF ANACORTES �_. STANDARD PLANS AND SPECIFICATIONS, WASHINGTON STATE DEPARTMENT OF 1 \\ �� \\ ��\\\ \ \ TRANSPORTATION/AMERICAN PUBLIC WORKS ASSOCIATION CURRENT STANDARD DI APE . \ I SPECIFICATIONS FOR' ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. SEE DETAIL A / �� \ \\ \\\\ \ \ SHEET G2 ®�R V \\ \ I � i B. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE � '•�i������ \ \\ \ \ \ \ \\� \ \ CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE / / ���i`P \ \ \\\\ \ \ '.. CONTRACTOR SHALL CONTACT THE CITY PUBLIC WORKS DEPARTMENT AT (360) 293-1919 / ''I',i����4�� tii \ \ \ — \ TO SCHEDULE A PRECONSTRUCTION CONFERENCE. � �,,' \ \\\ \\\\ \ A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER / . , . ri.,,t..,,,,, \ \ \ \\ \ _ S ' \ C. CONSTRUCTION IS IN PROGRESS. \ 44,, �l 1 /. 4%%%;\\ \ \\ \ i �\ D. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE — / \�\ \ \\4/ \ APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL \ \ \� FROM' THE OWNER, ENGINEER AND A'PROPRIATE PUBLIC AGENCIES. E. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY z )#$404 \ ' \\\\ \ FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE 5 i ,11+0\/F�" I / , � V CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE w / P RF 'IPA ,44, RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL / \\ \ \ \ UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES a / N-•"-. / \ \\ z \ NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION 'OF THIS PLAN. fr, I / \ \\ F. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. CO / WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF ANACORTES B 4 APPROVAL. 0 FIRE A�'CESS � \ �� G. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO INITIATING WORK. THE I / / TURN OUND / \ \ . / pAREA IN \ \ CONTRACTOR/OWNER SHALL NOTIFY SCHEMER ENGINEERING INC. AND THE CITY / / \ ENGINEER WHEN CONFLICTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. °w °w PAR SING LOT. \ li \ / \ j CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 H. PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER INSTALLATION SHALL BE w tt � / p p U / % • GRA EL ' v" �, 1 A / / \ AS INDICATED IN THE WSDOT/APWA SPECIFICATIONS SECTIONS 7-02 AND 7.04, N � uq / \ \\ / RESPECTIVELY, AND AASHTO SPECIFICATIONS WITH THE FOLLOWING CLARIFICATIONS: 4, V / / I. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PRCENT MAXIMUM `� t� ;% a '1,,,' �- \ / \ / / / \V \\ DENSITY, MODIFIED PROCTOR.. 1i= P.ti ` o FRONTAGE r 1j1s c !�.•�� _ Il rite- tv /71 , \\ \ J. FUTURE DEVELOPMENT OF THE PROP _RTY MAY STREETREQUIRE t, e`�4 / \ \ \ \ /1:1:1:, \\ i IMPROVEMENTS. i \ 0. 0 / . \ \ / \ �\ \ K. CONSTRUCTION FENCING WILL BE USED FOR MARKING CLEARING AND GRADING LIMITS. flea �� i LOWED EXISTING / \ K. V L. SPACE FOR FIRE ACCESS TURNAROUND IN PARKING LOT PROVIDED. �� / I / / 4/ IRRI • TION WELL' \ /\ \ / Ts ATCH CONSTRUCTION SEQJENC- 10' II _ y �y/PARKING DES N 'Y \ \ 1 . CALL FOR A PRECONSTRUCTION MEETING WITH APPROPRIATE �� \ RADE \ / AGENCIES PRIOR TO STARTING ANY WORK. U ( ( , y INSTALL357 LF' SILT FENCE / \ _ - _ 0 O l 2. MARK CLEARING AND CONSTRUCTION L A11TS PRIOR TO START OF Z GRAVL PARKING / y / / / ON SITE WORK. o' / / 7 0 ( 3. INSTALL TEMPORARY SEDIMENT PONDS AS REQUIRED. ... _ - _ 4 " ` " ' Z o_ rn / / � 4. INTERCEPTOR DTCHESE, INSTALL FILTER FENCE AND TEMPORARY U � 6 \' AS CONSTRUCTION ACTIVITIES PROGRESS. W 1- 0 i ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE U � '? / / / ( \ I y , _ - PERIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THE Z us i SITE. a z cat 20 % V i y 5. ROUGH GRADE ROADWAY AND DRIVEWAY CONSISTENT WITH THE w Q STRAW BAILS .ie�. / A \ \ / SEQUENCING OF THE GRADING. ç -7- — 2 .DO / / / / 6. INSTALL_ UTILITIES AND PERMANENT STORM DRAINAGE ELEMENTS. CL a Q f �\ 137.39 / i — �� w j _ , / COMPLETE THE ROUGH GRADING OF ALL AREAS. U w \ 2 K \ �. / / 7. FINE GRADE AND PAVE THE ROADWAY AND DRIVEWAY. w _ R._0.00 R20.00 \ _ \ / 8, HYDROSEED AND MULCH ALL EXPOSED AREAS. LLJ oI o o / \— — — —� _ c g, REMOVE TEMPORARY EROSION CONTRON. FACILITIES ONLY AFTER U z i _ '` — r' EROSION HAS11 (n re) 7 \ / / / / __-_>' \ / / 1/41 ENTIRE SITE IS STABILIZED, THE POTENTIAL FOR ERGS 0 PASSED, AND THE COUNTY HAS APPROVED. 1 f / ` ' 10. CLEAN ANY SILT WHICH HAS ACCUMULATED IN THE PERMANENT r �i 4 ( / STORM DRAINA/ GE SYSTEM AND THE STALES ON SITE. --- -- ------ It A \\\\ \ yi -- ��\ \ ORD - � OF COVM \ CAT O \ y �_ 9 ,/ CITY: CITY OF ANACORTES DON MEASAMER — , i � � AA / 904 6TH STREET / \ #385 0458 ANACORTES, WA 98221 \ �, / / / / / I Z. (360) 293- 1920 \ j\::=\_:‘ C..- 6t). Q F � E ACCESS TUB A � O � \ OWNER: JOHN CHILDS �0►2 O SITE A \ VI C I \ I TY A i PADILLA HEIGHTS RD DC >-- SCALE: NTS SCALE: NTS } SHEET INDEX: PARCEL # P115876 H (n z O TE PROPERTY: 1 .28 ACRES I �° ANACORTES, WA 98221 LLI = U IMP AREA: 0.42 ACRES A °� Cl SITE PLAN ENGINEER: SCHEMMER ENGINEERING INC > °�' (11111M C2 MISC DETAILS 317 COMMERCAL AVE. SUITE 101 nO =E LI '. 221 PADILLA BAY */* CO Q nil*. It& E%AMPIE 2 ANACORTES, CIA 98(360) 293-90D6 Q J 0 00 N V 't���,i;�,�� Ro,L EXAMPLE .r c_.) a_ a_ v) PR FOR CONSTRU N M,';'/ M. 1110 EXAMPLE CALL 48 HOURS ��/� \ Joe No. lim ( i `,,, 1.MI uwuxo NOTES: �` 46c II Ig _ _ ■ ,.MI mMxx xon xs w.n,m.wen 03-356 .�'.' NEI •IU *xMli AMP I xm •IS ON A ,xt mM➢Ort(1MM f F - SCALE 1 "=20' '""""""`"""""� `°"""°"" `" `""""""u"" BEFORE YOU DIG ,,,' ♦xxw Me x.mxar>'w r!wMP xw MamMx9ouMo saa Mxww lour uxOY 111Y110 awOd YVfb a Dorm xArt •xne . f x am du,w • SHEET .,-.II. 1 -800-424-5555 C � 1 i „� WAD Mimx.uDETAIL flr C GINEER 0 10 20 "" "I TURN-AROUND —r, APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN OF xRIA MRMO OMO 1 r,w w-M•r M CAD FILE: PLOT DATE: ... FENCE BY 7 OTHERS I. CONSTRUCTED IN ACCORDANANCE WITH ASTM C-478, ASTM C-890 AND WSDOT B-I REMOVABLE COVER GALV. STEEL LADDER 2. CONCRETE: 4000 PSI TESTED STRENGTH @ 28 DAYS .0' - SEE 11111111114b STEPS 0 12 O.C. 3. GRADE 60 REINFORCING BAR >- DETAIL B 4\ 4. RISER AVAILIBLE IN 4'. 6'. 12' AND 24' HEIGHTS P �' II! A A50LBSi`, I80 LBS Pi 75 LBs�� 0 LBSSLOPE TO INLET 00 Les 1 WALL BATTER ' -� CONNECT TO 6"PE • 34.0 1= 1=III-III-II-I =._I- LIT-=ITI� (HOLES PERF I DOWN) / 0 6 . o TfT 111 111 111 iIIFT=Ff= PLANo 0 0 ITT/* O 0 0 NIT 1---, ,zo' I 'O O o C ADJUSTABLE CHAIN FOR 220' l�� - 300 O 0 30 ' SOLID a r000 ( REINFORCED LOCKING LID SHEAR GATE \- a -- -0.5000 a 0 SOIL MASS 4.0" } CD 141110 II" • _ 1.5000 `.Y. ECOLOGY BLOCK o • 0 0 ` \ 6" PERF PIPE. EL.=48 20.0 0 F A EL.= 46.71 w O O O I E= 43. 0 OVERFLOW / 10.5' RECT WEIR 4.0" 26.0' J m -- 1.5000 -- ► O O O f ' FINISH GRADE _ _ J O • • GEOGRID x3 EL= 46.63 - , f ELESH G F ,3I0" o 0 ICREST OF WEIR - 1 [ 1I , 1 , 111 , , , + I z ` Y DETAIL B o o (GEOTEX 2x2 OR EQUAL) :4. I ELE= 36.0 • o METAL ROD ti. O a DRAIN ROCK 24 MIN. PROVIDE HOOK TYPE 1 INLET m1 I ON RODSTEEL t 8" OUTLET OW < OM LSTDGAL\S; 44D I 1 0 c=i I I lliri w _4iO • - PIPE SUPPORTS LADDER L J No •,� _� ,•�**i' • O O43"x0.90GA BOLT ,z.0 I, ., C`�I; ,,0 �� 80 \� • 0 0 8' .► OR IMBED 2" S k /� f -z Otis •�oyo ;��18 o WALL. I 4.0 1iral , ,R w O O • �.•� �� EL.=42.70 8" ADS N 12 EL.J43.0 -� 1.. ` ''o • _`L Detail 2 10 - o eW 3 4" MINUS PER WSDOT ),,,e/a'00D Oo o \ I EL.=42.0 v � _. I I _ _ �� � `�0• w �O GoOo 12_ MIN. f ' "�SHEAR - I i Q .�FOR CRUSHED AGGREGAT � Or, or ono , ono 6" OUTLET GATE L_� CASCADE CONCRETE INDUSTRIES CASCADE CONCRETE INDUSTRIES � ;� , j• b� o � BASE MATERIAL EL.=41 .0 ' DETAIL SHEETS `\ PRE-CAST PRODUCT LINE CATCH BASINS ' 8" RISER I 1912 BURLNGTON BLVD BURLINGTON, WA 98233 NO ~1 -' NOTE: INSTALL FILTER FABRIC 1 °0 ORIFICE PLATE • PHONE: (360)757-7811 FAX: H �` �1 SKr OW m SOLID BOTTOM EMAIL:(360 dan-7811 FAX: (360)757-2532m CATCH BASIN TYPE 1 Ti 01 01 00 IN - BETWEEN EACH SECTION OF GEOGRID BETWEEN EARTH AND EL.=39.0 , • DRAIN ROCK . SECTION AA `" �'-I _ z o ETA \ I \ G AL_ SECT10 \ - �.. CONTROL STRUCTURE - N.T.S.I _ „. cp O 1S111111111111.111111Sallill . - N. T. S. ,. wr Z ECJ z Q fY a Q Ch V V - A'S_MINI: 7O CLLLI J /Yr CONTROL W O ��� ---���� S O 441. a STRUCTURE �1••�G�=�� FF / v NON-WOVEN SEDIMENT CONTROL FABRIC '' • • �� ���� A.� ���� .vOTFss U Z MATERIAL, 60" WIDE ROLLS, -. 1 i - '� /• �I-116�IN ■■ , PO USE STAPLES OR WIRE RINGS N • s -ennm ern �� - - M Q TO ATTACH FABRIC TO WIRE. R = 25' MIN. N4 =' 1 i . NOTES `\►.m��- NI im`_ Ai %%%%%%%%% . i �\ ■� ••.•••••+ , '.• 10 maEIYKY MINI EaNI�r-► ' WOODEN STAKE WE!SHALL 9E PLACED IN A ROW ■�1.���. �. �•••••••• 2"X2'X14 OA. PLAN • I. SEE ETAN]NID BPEgFICATgN B-01.B(D)O, '\ � ••QQQ••••• ,,, WITH THE ENDS TIGHTLY ABUTTING FOR AODIRONIL INFORMATION. "1►'�-■\ a-mma.,. ❖•❖... .,;., iv WIRE FABRIC .�•/ � '.��I•� I � II •••••• \� •R EQUIVALENT. 2. PERFORM MAStTEWLNCE IN ACCORDANCE 12" MIN. `-:= =_.I � / -ILr... nr-11-urill' .11. 1t-.. 1mTr STANDARD aPECIFICAT,oN SALMIS). ��' ON APPLICABILITY. DRNEFlRBTSTAIdATANANOIE 4" - 8" QUARRY SPACES �- 11.=11. 11= 1.=11=11.=11: =11_I o FIRMLY SPACES iO RDTM PREVIOUS BALE irF,r \•;/ 20 0A 40 / N 3msSTAL10 WITH STRAW PROMOT _STEEL OR Y K Y IE ELE= 41,0 STAND VERTICALLY SECOND SINCE '1 STEELWOODEN STAKES 8" DI END CAP ATX6. P.T. WOOD POSTS PROVIDE FULL WIDTH 0 AT 6�-0" ON CENTER. n ` L n 111 1 1 1 I + 'I I i " I' 'I I I I 111 ';; ) I `.I I �,; l 1 . 'I I ,l I I I I (1I II INGRESS/EGRESS AREA F A�II' II� I � 11 {+ . I I (STEEL POSTS, AS ALT.) ( I LI 11 1 I I I I / n n I I I ( n l i, I >,1J 1 j n I 1 '11 I �, ';`C , , 0 I ( I 1 i �.1:1 ( I{ t 1 I L�l �� I If , , i1 � ,+I. i „ r I 1,1 ill I ., � i , , 1i . iin, � 11t1 I I I �i c 1i Ii Pig I II' I 11 I :1 1 1 ) t1 it 1 1 i 115 I I I 1 CI +y I I ! I , 1 I I y 1 I I I I 11I Idl! I ONE BINdNOS NOTES: IE ELE= 34.5 NON-WOVEN SEDIMENT CONTROL FABRIC (� 1 II ) II ! II� I I iI��,``II P I II I i I I i I 1 I ' I,f'I I 11 I�� '� I II ,1 1' i I III I I )I I� �I . I ' III I f I T ' ` I . ' :; . .`4 Iti ' ,' I �Ir 1 'u1'��l>♦„�II .•.` ` .' .. . , IiII. ! .., 3 ELE=END CAP B" DI PIPE n . 1 I. I I . r , . � 8 DI EL �. . "i 'r-1i as, _0 1r i11 iT_J 8.. DI WIRE MESH FABRIC, STAPLE OR I i )i 1t11 II 1'-r MIN' I NAIL TO POSTS IS REQUIRED TO o I; \; '.'i`1 ELEVATION " % "i; I,; 1) 100' MINIMUM LENGTH. MAY BE REDUCED TO 50' MINUMUM FOR SITES WITH DETAIL A SUPPORT FABRIC WHEN IT IS TO BE SyE^ MIN SCALE: NTS IN PLACE FOR 6 MONTHS OR LONGER. LESS THAN ONE ACRE OF EXPOSED SOIL. Q 1 0 I I L.-r =i_I=11 -ur.. In N-„MINI-,, 2) ALL MUD AND DEBRIS TRACKED ONTO EXISTING ASPHALTED ROADWAYS SHALL BTEB,DR?K r STRAW BALE yI8 WOODEN STAKE BE SWEPT/CLEANED UP AFTER EACH DAYS WORK, OR AS REQUESTED BY THE BACKFILL 8"X12. TRENCH W/NATIVE M " COMPACT NATIVE MATERIAL KEY-IN BALES TO PREVENT EROSION SOIL, AND ON BOTH SIDES N. OR FLOW OMERBALES- • TOPREVENrPFING PROJECT ENGINEER AND/OR THE CITY INSPECTOR. OF FILTER FABRIC ON THE 4" iM �+41 rlj{ SURFACE. 11, 4111 y . III SILT FENCE + N.T.S. STABILIZED CONSTRUCTION ENTRANCE n 0 O w -' NO SCALE (Y T Q SECTtoN A Q Di (n _J (-) r1 00 c- up APPROVED FOR CONSTRUCTION CD Q O a_ 0_ 5 CALL 48 HOURS BEFORE YOU DIG JOB NO. 03-356 1 -800-424-5555 � -V2/•0 CITY E INEER SHEET C2 APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN 2 OF 2 CAD FILE: PLOT DATE: 7 ; r ,--, , s �\ 1 \� \RD A ALND-_.--4LPOU INS \�\� \\ \ ��\ \ - l 4im - �7 -..:,. w\".aaLACE T OMPL TE NER i ��� N' �.- , �_ � � ���� \ \\ \ A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF ANACORTE __„ �\ �, \ ( STANDARD PLANS AND SPECIFICATIONS, WASHINGTON STATE DEPARTMENT OF �E • TRANSPORTATION/AMERICAN PUBLIC WORKS ASSOCIATION CURRENT STANDARD E' DI34.d I > �� \ \\� SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. J SEE DETAIL A I �� SHEET C2 VAllailtereg I -�� V �� �`�i — \ B. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE / �`'��ip���� ���� � � �� �� \ 7 -. CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE 4r -- � AV� VA\A \ CONTRACTOR SHALL CONTACT THE CITY PUBLIC WORKS DEPARTMENT AT (360) 293-1919 t" �� AA TO SCHEDULE A PRECONSTRUCTION CONFERENCE. ' / / / 'Ws , N N T 'Y ' '-- - \ .N , C. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER N ����'� CONSTRUCTION IS IN PROGRESS. /it, I ��� ��A � D. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE \ \ \� �� APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL �. � ( A FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. � ,�- / �� ���� ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY z j � ✓ / ; j �� CNN ) FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE v, /I / O F /OF ." ��N� v CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE • SOLE w i P RF ,PIPE / \ \ N RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF' ALL a I UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES a / // �\ ��� �� NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. } � % / \ / �, AN/ , / / N F. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. co �� '� / �� ���� \ \ WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF ANACORTES a / APPROVAL. FIRE A('CESS / �� G. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO INITIATING WORK. THE } l TURN ` '�UND ��� 00 /// /' \ CONTRACTOR/OWNER SHALL NOTIFY SCHEMMER ENGINEERING INC. AND THE CITY �, �' AREA IN �� V PARING LOT. ENGINEER WHEN CONFLICTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. o 0 / ) N/ CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. o ILI Hii H. PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER INSTALLATION SHALL BE w z p U / I /J/ i� GRAVEL ' =on �� AS INDICATED IN THE WSDOT/APWA SPECIFICATIONS SECTIONS 7-02 AND 7.04, �%' % i RESPECTIVELY, AND AASHTO SPECIFICATIONS WITH THE FOLLOWING CLARIFICATIONS: AL - ��4.... **'*i* I. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PRCENT MAXIMUM 9t o y . )i- O '� i� DENSITY, MODIFIED PROCTOR. r "in °d --- - / / / • 1 itt toel,-ti,._-• P c; 1 :°8 // ., / J. FUTURE DEVELOPMENT OF THE PROPERTY MAY REQUIRE STREET FRONTAGE N ,>> �` • �� i -I / IMPROVEMENTS. ' 1S ���'*�� LU - --- �� _- - / / � / / ' K. CONSTRUCTION FENCING WILL BE USED FOR MARKING CLEARING AND GRADING LIMITS. 4""'`�: �� �- 0 / / / / / / I L. SPACE FOR FIRE ACCESS TURNAROUND IN PARKING LOT PROVIDED. / LOWS' EXISTING / / ,/, IRRI TION WELL/ / , // TO ATCH �/ CJNSTRL CT O\ S_Q_ _ C= 10' _ A / • RKING DES N I / i ' // / - 1 . CALL FOR A PRECONSTRUCTION MEETING WITH APPROPRIATE �� I AGENCIES PRIOR TO STARTING ANY WORK. U INSTALL 35/7 LF SILT FENCE / O RADE / I 2. MARK CLEARING_ AND CONSTRUCTION LIMITS PRIOR TO START OF Z o GRAVEL PARKING rn ON SITE WORK. MaliallitaL �--- 3. INSTALL TEMPORARY SEDIMENT PONDS AS REQUIRED. 7 0 / /SOP' (� 4. CLEAR AND GRUB SITE INSTALL FILTEP, FENCE AND TEMPORARY — N U / / RHO J l j� / INTERCEPTOR DITCHES AS CONSTRUCTION ACTIVITIES PROGRESS. w r-c, �_ 1 �''�' / I , I 1 ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE 7 �n� / i / PERIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THE _ LW 20' SITE. C z N / / / / / 5. ROUGH GRADE ROADWAY AND DRIVEWAY CONSISTENT WITH THE W Q rn STRAW BAILS -_( i SEQUENCING OF THE GRADING. — / 6. INSTALL UTILITIES AND PERMA, 137.39 /— ---' — — ! I COMPLETE THE ROUGH GRADINGNOFS LL A DRAINAGE ELEMENTS. L 0 2C1 00 �� _ R20.00� I R2 00K �,; LLI ....... ;, / i 1 7. FINE GRADE AND PAVE THE ROADWAY AND DRIVEWAY. m ` — — \ I 8 SEED AND MULCH ALL EXPOSED AREAS. Li o —� _ 9, REMOVE TEMPORARY EROSION CONTROL FACILITIES ONLY AFTER U , / / I ENTIRE SITE IS STABILIZED, THE POTENTIAL FOR EROSION HAS Cn Po Q I / — ) / I I / • / \ PASSED, AND THE COUNTY HAS APPROVED. I 10. CLEAN ANY SILT WHICH HAS ACCUMULATED IN THE PERMANENT ( ' STORM DRAINAGESYSTEM AND THE ALES ON SITE. ________L___ -- A :__ \ ( STE SW iii r ,� vv ORDI- 0 C V �/ A CATO \ 7 �� \ %� / / �--- �!'' � , A / / _ 1 CITY: CITY OF ANACORTES i 77 / / �� �.r - \ / DON MEASAMER _ , . \V ' / / 1 904 6TH STREET / �� // i ANACORTES WA 98221 #3850458 I / A / i / / / �� �� G (360) 293- 1920 \ DL—> II:\ r1 Q STI PLA \ V CI \ TY VA ' EIS _ ACCESS T, \ AO , \ 9 OWNER: JOHN CHILDS O SCALE: NTS SCALE: NTS PADILLA HEIGHTS RD SHEET \ SEX: PARCEL # P115876 ~ \ O TE : PROPERTY: 1 .28 ACRES I ANACORTES, WA 98221 n- _ cp IMP AREA: 0.42 ACRES 1 w 1 irlr Cl SITE PLAN ENGINEER: SCHEMMER ENGINEERING INC tMIN C2 VISC DETAILS 317 COMMERCIAL AVE. SUITE 101 _ 2 PADILLA BAYt - -----------1111111- a 1 Or IN ANACORTES, WA 98221 EXAMPLE 1 EXAMPLE 2 (360) 293-9006 '� ofro • 4 1II t i en. . N f1�i�.1�at i sk EXAMPLE ONOR8A3AN0" VE OR C STRUCTION �,' EXAMPLE N ■ ��' ■�?o CALL 48 HOURST• 2ts2 :r.Lt4t't#4.c4r JOB NO. =-._. ., `;�k TURN ANtlM.0 NOTES: lir L TIPARELL 9:W SHOW Mf wuM MSS■ R.�'N. ALL YU.n®BMYHI B IR11/UM MOULD MIACXIFS f"E RFMTIMi(IRARANB} RV.tl®OTM/DL C BALLAST.S ROy 03-356 SCALE 1 "=20' BEFORE YOU DIG ♦M RS MO PLACEMENT 6 Mo PARKIN.'SONS NM E0 0 meow am"1"]0.]B If rye"yyy w vsam mime w»Aa.DENIMS a 4KK mnw ��Jf((Q� I EmcEiMw"uMNrvDw w l //IJ SHEET �� . [MY 0.wM 1 -800-424-5555 C1 0 10 20 WALE NOT MMue OETML:A-1 '..s.„T -,..DM, ie HAMMERHEAD CITY ENGINEER matt MTh REM?BY PAMFM (OWNER • Dobo-M raco. TURN—AROUND — APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN 1 OF 2 CAD FILE: PLOT DATE: FENCE 3Y 7 OT- ERS I. CONSTRUCTED IN ACCORDANANCE WITH ASTM C-478, ASTM C-890 AND WSDOT B-I REMOVABLE COVER GALV. STEEL LADDER 2. CONCRETE: 4000 PSI TESTED STRENGTH @ 28 DAYS 4.0" - SEE sr STEPS © 12" O.C. 3. GRADE 60 REINFORCING BAR >- DETAIL B ,` 4. RISER AVAILIBLE IN 4", 6", 12" AND 24" HEIGHTS WLLJ 4� 5. WEIGHTS: F-' EL z 6' A A BASE- 1,950 LBS O -I At 4" RISER- 180 LBS 8" INLET i 2'" RISER- 275 LBS SER- 550 LBS c\-C SLOPE TO I \LET - .�- 24" RISER- 1,100 LBS 11111 6.0" 4 `C \.-' WALL BATT_P 9 - CONNECT TO 6 / = . =1 PERF PIPE 3a.o IEI -1 -1I IEI IEI I-III-1I -1I L-1I I_ o (- Ill-I I I-1I1=1I I-UE1 I -1Tf� I1=1 1E111E1 (HOLES DOWN) 6 o II III III 11I 1 III-III-III- -I z 0 o C =11 11-11 1-1 I = - I-1 11 1-111=T P LA N 0 o oo o %I z.o" j O ADJUSTABLE CHAIN FOR 22.0" ( 30.0" �� o0 REI\ FORCED 30" SOLID SHEAR GATE � J O O o SOIL IV ASS LOCKING LID. Q 0.5000 0 o - , 4.0" > ECOLOGY 3LIOC C I - - - - EL.=48 m 1.5000 / ` 6" PERF PIPE. 20.0" O 000. �/ I- `� EL= 46J1 0 I E= 43.0 OVERFLOW • . 10.5" RECT WEIR 40•- 26,0" } / FINISH GRADE m 1.5000 4O � C G�OGP D x3 EL= 46.63 F-z � I " v f ELE=46.0 SETA L B ono ) (GEOT=X 2x2 OR EQUAL) CREST OF WEIR `� - 3.D UIII1111111 wl ELE= 36.0 . DRAIN ROCK 24 MIN. PROVIDE METAL OHOOK 4 TYPE 1 INLET �I j + z z Y 3 �, O �� O ON ROD •� STEEL ALA �. 440" , i i a OUTLET ! o \o i c=i ir 0 n ! - PIPE SUPPORTS LADDER L_J �t �s ����i + O 3"x0.90GA BOLT 2.' 0" 17.0' R c �i *ice Lc:d 8' OR IMBED 2" IN TiLJ43O I! _ 0 _ kKip 8ADS N 12 EL.=427 Detail 2 3n jt'. < o w0 REV) �w 3/4" VINUS DEP WSDOT ) ° ° ono !-) o o EL.=42.0 I r � • E /� C'/+ _ , o 0 0 12; MIN . ` ' 4 -� ```4. X w FOR CP SHED AGGREGATE O O n o 6" OUTLET t� SHEAR I CASCADE CONCRETE INDUSTRIES i ' •%' • w I GATE L--L- CASCADE CONCRETE INDUSTRIES, br �� o SASE MATERIAL t PRE- CAST PRODUCT LINE DETAILH SHEETS �n�u.• EL.=41 .0 8" RISER k 1' 0" CATCH BASINS I 1912 BURUNGTON BLVD BURLINGTON, WA 98233 -0 sac DWG NO HE NO REV r 1 ~► NOTE: INSTALL LTEP FA3P C 1 "0 ORIFICE PLATE _. 1 PHONE: (360)757-7811 FAX: (360)757-2532 CATCH BASIN TYPE 1 T1 01 501 00 SOLID BOTTOM EMALL donOcascadeconcrete.com I\ - 3ETWEEN E CH SECTO\ OF GEOGP 3 BETWE ' \ EARTH AND EL.=39.0 ' k DPAIN POCK SECTION AA U - - - . - -� 6�" CO \TR TURE N.T.S. _ C� o / ii ^*a _ W z a Q) rn ��pPO I } ___ III � g '` ,,nt ?,.11, 33 tX\5�\N ' ,Ter- ......, o w v u. A �i ��.' IOO. J CONTROL ` F- ���%%% i��� .ol nos=a S q�.X a_ STRUCTURE O O NON-WOVEN SEDIMENT CONTROL FABRIC _ 1%141414 '....- �� �����. �4'op N /� U r� Q MATERIAL, 60" WIDE ROLLS, - ��..�I�o�a ��► FS Z USE STAPLES OR WIRE RINGS ® ® •� � /• ���i� ■� �� TO ATTACH FABRIC TO WIRE. vorma��•�� R 25' MIN. ��� ������� NOTES -�►������9.•&m= STEEL,OR Y a. - -4����.����rI / 2"X2"X14 OA. WOODEN STAKE BALES SHALL BE PLACED IN A ROW PLAN i, SEE STANDARD SPECIFICATION 8-01.3(BD, �:am��m �� WTH THE ENDS TIGHTLY ABUTTING FOR ADDITIONAL INFORMATION. '`\���� �.�� _ i4 WIRE FABRIC -13FrI .�.2•6. / 12" MIN. ire .ma p� OR EQUIVALENT. 2. PERFORM MAINTENANCE IN ACCORDANCE `I-�2Er�i0/ / 1 F ON APPLICABILITY. DRIVE FIRST STAKE AT AN ANGLE WITH STANDARD SPECIFICATION8-01.3(16). Mla rp ' iT -111-I11-111- III-I F_ FIRMLY PACK TOlRARDhIEPREVIOUSBALETO 4" - 8" QUARRY SPACES �r _� 1�1. �'I f I=7T�111-I - I� TfT�F' ANY SPACES 1 WTH STRAW PROMOTE A TIGHT FIT / Q,O M N STRAW STALKS STEEL,OR 2".2'- IE ELE= 41.0 / BTANI3 VERTICALLY I WOODEN STAKES B" DI END CAP SECOND STAKE 11. 2"X2" P.T. WOOD POSTS \ , PROVIDE FULL WIDTH OF AT 6'-0" ON CENTER. C\ n ' I I 'I i 11 '� " ; " , ' II t l "I 1 ' I Li, f 01 IiL� U I 7 I n;111 INGRESS/EGRESS AREA (STEEL Al POSTS, AS ALT.) (''�1i11 `Irr111j A1111' 11y �1 , { � rl'Ifl �I,Illi ,` Bill � I41 gllll + ti i {11 ,i1111}I nn 1 I 111 �,!! i1 I \ 1 1 V �. V l\ 11 :1 p, r i r , +iA, \ yl t '1,' + f � i i �,,� iil � q � I � , r 't /fin, ,1 'I �, 1 , I �� l I 1 1gi { I' +t i} 1 1 II 1 11� 11 }1�1l11+ 11� 11'y` I11 i `I I I i 1'F'IIII6' I I I1 (III III II IIII 11 I 11 I I III . I 6 11 II 11; BALE BINDINGS NON-WOVEN SEDIMENT CONTROL FABRIC ( ,1 , 1 , I I I I I' ( 4 1�I ,` II, I L I I t I I ;1� i 1�I I III II 1�, ( } �,', I! I 1� ) �,I NOTES: i IE ELE= 34.5 1 " E, ' 8„ DI EL 1 'il ` 1I 1 ELE= 34.0 8" DI PIPE L_il L.ti `�-iT As L 1n_�IT. 4I_� 8" DI END CAP I r i I I 1 1 1 1 I l} 1 WIRE MESH FABRIC, STAPLE OR i' 11 t' ;l1 111` ','„ l i r-6"MIN NAIL TO POSTS IS REQUIRED TO o I; 'L'^, Ji,; ELEVATION �' I`, �Ii II PENETRATION 1) 100' MINIMUM LENGTH. MAY BE REDUCED TO 50' MINUMUM FOR SITES WITH SUPPORT FABRIC WHEN IT IS TO BE S�Ope I DALE: ANTS IL A n IN PLACE FOR 6 MONTHS OR LONGER. y N LESS THAN ONE ACRE OF EXPOSED SOIL. I o Q I T - II T1 11- 2) ALL MUD AND DEBRIS TRACKED ONTO EXISTING ASPHALTED ROADWAYS SHALL 0 1 J - STEEL, WEN STAKE STRAW BALE Fr BACKFILL 8"X12" TRENCH W/NATIVE 6 �V COMPACT NATIVE MATERIAL BE SWEPT/CLEANED UP AFTER EACH DAYS WORK, OR AS REQUESTED BY THE 1 KEY-INBlLLE ORF TO PREVENTEROSION PROJECT ENGINEER AND/OR THE CITY INSPECTOR. I -- (f) SOIL, AND FA BOTH SIDES IN' OR FLOW UNDER BALES. 1 I I TO PREVENT PIPING OF FILTER FABRIC ON THE . 4'MINIMUM I SURFACE. I 11�111 FLOW (Y SILT FENCE �. j '1 ` ��� I 1 I T N.T.S. (I 11 1 STABILIZED CONSTRUCTION ENTRANCE 0 w NO SCALE ' ir S SECTION a III Cr) n n __I 00 U - n up APPROVED FOR CONSTRUCTION = 0_ U CALL 48 HOURS n > BEFORE YOU DIG �� JOB NO. 03 356 1 -800-424-5555 .--)1 t CITY ENGINEER SHEET C2 APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN 2 OF 2 CAD FILE: PLOT DATE: �� �\ \\\ �� \ OYES . VA END 1hhWA LREZ \\� \ ��- �FQRCE ANf POUR QiN \ \\\\ —� \ A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF ANACORTES "LACE to-C/MPL NER / \ ( STANDARD PLANS AND SPECIFICATIONS, WASHINGTON STATE DEPARTMENT OF `1 \\ \ \� \„�\ \ \ TRANSPORTATION/AMERICAN PUBLIC WORKS ASSOCIATION CURRENT STANDARD DI PIKE �4" \\ ��\, \\ \ \� \ r^ -- `� \ \\ SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. IE = 34.0T ,��j� I V SEE DETAIL A , . \•,I��� \ \\ \\ \ \ / �� \ N B. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE SHEET C2 £1111 � ..4 \ \ \ CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE \ \ � - \- ��. - \/ / 4-----1-- .... �� \ �� \ C. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER � �� ! / /' �������N\ �� CONSTRUCTION IS IN PROGRESS. p/ D. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE ; �/' �� / �� ���\� ---- APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL / \ \ \ \ FROM THE OWNER, ENGINEER AND r.PPROPRIATE PUBLIC AGENCIES. at ' X oow //////d/ /� A E. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY .z IFIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE / 100 LF OF 6" �� V �` CONSIDERED APPROXIMATE ONLY ANI) NOT NECESSARILY COMPLETE. IT IS THE SOLE u \ `/ TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL ---=` / / \ RESPONSIBILITY OF THE CONTRACTOF / PERF PIPE UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND rVOID ANY OTHER UTILITIES a 1 /rur; ice . A ' / �. NNN\\ NOT SHOWN HERE( t' WFITCT1-14.,,$E AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. go �� .� � .z� � �� ' F. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. W �� �" 7/ �/ //� / / \ \\ N WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF ANACORTES i \\/ \ N APPROVAL. o G. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO INITIATING WORK. THE N / / / ) \ \ CONTRACTOR/OWNER SHALL NOTIFY �CHEMMER ENGINEERING INC. AND THE CITY -, _1 m f ;' �� � , ENGINEER WHEN CONFLICTS OCCUR ?ETWEEN THE PLANS AND FIELD CONDITIONS. °m w° / „ / / / / CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. o ; n i i �� W Q S / / / /- / / V I a 0 o H. PLACEMENT REQUIREMENTS FOR CULERTS AND STORM SEWER INSTALLATION SHALL BE GRAVEL PARKING / / AS INDICATED IN THE WSDOT/APWA SPECIFICATIONS SECTIONS 7-02 AND 7.04, • t �;•,�� AND AASHTO SPECIFIC' TIONS WITH THE FOLLOWING CLARIFICATIONS: �'- ' ''q '. o0 \ // / / RESPECTIVELY, fA �\of✓ \ / / / I. ALL UTILITY TRENCHES SHALL BE BA, KFILLED AND COMPACTED TO 95 PRCENT MAXIMUM � ' ��� y� �ryo Ao / . / / / // DENSITY, MODIFIED PROCTOR. W J ♦w • / fb ♦ a , / LOWER EXISTING / •• c / I 7 / p ).: yr, Q ssos ; / / / IRRIGATION WELL / % / TO MATCH / \ / / / ' / I/4f PARKING DESIGN / / / GRADE \ \ 10' 1 / 1 7 1 // 7 / 1 i / I \.‘\ // i \\ ( ( ( i .1 i PADILLA BAY �� GRAVEL PARKING / / c,� Q II z O I r N LLA /I i.�0 .�'� W v�i� ol c_ ., 7 ) ) / / / // / i . 7 , 7, fL___________ �� 20' 77 �'1 i I / / WI/mai:tot � Z w v �� Z N W > CO I III a wi . a---___ . .kM. At. Err ci iltrill, I N '' \ , / 1,..� . $ITE w ( 7. 1 / / / / N , II IUO _.--- - ( o 77777/74 / NCI nio , iIiIk! 1 \ willi 11 Ittak 1 _ \ / / rmsire, r.r r•st.r.z,• �\ \ graill I EI 7 . ,y • I \ \(/' , Vi ' gl--- \\N Q 7 /. j V VICINITY VAP %` l - �'V / SCALE: NTS 1 . i A\ /' ) #3a5/oIs81 a. 1 �,Y�1 / _ �. � � Q CONSTRUCTION SEQUENCE ip ` �. } SITE_ PLA \ ODE � OF COMMUNICATION SHEET INDEX: CC N 1 . :GALL FOR A PRECONSTRUCTION MEETING WITH APPROPRIATE Cl SITE PLAN AGENCIES PRIOR TO STARTING ANY WORK. CITY: CITY OF ANACORTES C2 MISC DETAILS I. (I) ~ DOS MEASAMER 2 O T— _ ' \ 2. b RK CLEARING AND CONSTRUCTION LIMITS PRIOR TO START OF 9O 6TH STREET CC F' SCALE 1 "=20' Of1 SITE WORK. ANACORTES, WA 98221 W = V PROPERTY: 1 .28 ACRES 3. h STALL TEMPORARY SEDIMENT PONDS AS REQUIRED. (360) 293-1920 a IMP AREA: 0.42 ACRES �� 1 0 W 0 10 20 4- C EAR AND GRUB SITE, INSTALL FILTER FENCE AND TEMPORARY OWNER: JOHN CHILDS lm a = Q 11 ERCEPTOR DITCHES AS CONSTRUCTION ACTIVITIES PROGRESS, PADILLA HEIGHTS RD t DITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE PARCEL # P115876 P RIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THE ANACORTES, WA 98221 , J Co S E. ENGINEER: SCHEMMER ENGINEERING INC CO .—I5. RIOUGH GRADE ROADWAY AND DRIVEWAY CONSISTENT WITH THE 317 COMMERCIAL AVE. SUITE 101 ANACORTES, WA 98221 = Q r I- SQUENCING OF THE GRADING. (360) 293-9006 6. it STALL UTILITIES AND PERMANENT STORM DRAINAGE ELEMENTS, (� a, (q C MPLETE THE ROUGH GRADING OF ALL AREAS. 7. I E GRADE AND PAVE THE ROADWAY AND DRIVEWAY. APPROVED FOR CONSTRUCTION 8. I DROSEED AND MULCH ALL EXPOSED AREAS. CALL 48 HOURS JOB NO. 03-360 g. I MOVE TEMPORARY EROSION CONTROL FACILITIES ONLY AFTER BEFORE YOU DIGS ENTIRE SITE IS STABILIZED, THE POTENTIAL FOR EROSION HAS 1 -800-424-5555 SHEET PASSED, AND THE COUNTY HAS APPROVED. Cl 10. CLEAN ANY SILT WHICH HAS ACCUMULATED IN THE PERMANENT CITY ENGINEER STORM DRAINAGE SYSTEM AND THE SWALES ON SITE. ,t • ` ",. ../dr APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN 1 OF 2 CAD FILE: PLOT DATE: . . . �_ FENCE BY 7 OTHERS I. CONSTRUCTED IN ACCORDANANCE WITH ASTM C-478, ASTM C-890 AND WSDOT B-I ..----- ,.' REMOVABLE COVER GALV. STEEL LADDER 2. CONCRETE: 4000 PSI TESTED S"RENGTH S 28 DAYS 4.0' - SEE STEPS 0 12" O.C. 3. GRADE 60 REINFORCING BAR > DETAIL B 4. RISER AVAILIBLE IN 4', 6', 12' AND 24' HEIGHTS r11.11)\ 5. WEIGHTS:w Z 6' - A A BASE- 1,950 LBSd J 4' RISER- 180 LBS6' RISER- 275 Les 3ID AM 12' RISER- 550 LBS��� SLOPE TO INLET hi — i 24' RISER- 1,100LBS 60 /14 WALL BATTER _ CONNECT TO 6" _ , ', F=-_III—,LI—III=�=111=1 J11=1 PERF PIPE 34.0' �� 6 ll1—lll-ll1=J1 ill= -llI-11�1L-111-1 (HOLES DOWN) -�1- I III - =inlll_11 1 0 z I � '- PLAN -°•, ` ADJUSTABLE CHAIN FOR zz.o ( 30.0" a REINFORCED L : , SHEAR GATE \`�*1 d LOCKING , ir ',AD �0.5000 SOIL MASS y ECOLOGY BLIOC C — — — - 200 6" PERF PIPE. EL.-4s w,,,,.. 1.5000 r� ,. y. EL. 46.71 0 � ' E= 43. 0 OVERFLOW ,;10.5It. " RECT WEIR 1.. 40•- 2e.0• FINISH GRADE - 1,5000 0 ` GEOGRID x3 EL.= 4s.s3 F -z CREST OF WEIR j! f ELE=46.0 I a.0' o DETAIL B > ' GEOTEX 2x2 OR EQUAL) - " " " " " " z W W „ METAL ROD k� hc: i �. 0 3 p ELE= 36. 0 DRAIN ROCK 24 MIN. PROVIDE HOOK ILSTOGALX TYPE 1 INLET I 1 8' OUTLET W Q Z ON ROD : 44.0• _ w STEEL r I 1 o c D P Air — PIPE SUPPORTS LADDER L 70 ,��Arn••nq• 3„x0.90GA BOLT ` f !.' ° � O'{, °o „ OR IMBED 2" IN kl _f �. GtON �y•. �� 18 8 WALL. D �� I 4.0• ILSJ i-14% °v> ✓ : 8 C ' r~ EL.=42.7, �8" ADS N-12 EL -143.0 �c.,. �� o EL.=42.0 ) � ' I I Detail2 i 0.-e ^� h.wo 3/4" MINUS PEP WSDOT > ° ` a � _ 12" MIN. `_t • I t'., leis ES.•` tc W SHEAR I CASCADE CONCRETE INDUSTRIES0 C)11, � w F FOP CRUSHED AGGREGATE o -- - i s" OUTLET GATE L-� CASCADE CONCRETE INDUSTRIES DETAIL SHEETS •b:��� '�� ,ThI� PRE-CAST PRODUCT LINE BASE MATERIAL } EL.-41 .0 ' .� \ g" RISER k 1 -0 91] BUR NGTON BL D BURLINGron, WA ya. CATCH BASINS um SUE MG NO Siff IC ----1 '' NOTE: INSTAL' FILTER FABRIC 1 "0 ORIFICE PLATE PHONE. WJL:(360 anOcac57-7811 FAX: rate.c757-25-= SOLID BOTTOM EMAL: danOCaxadeconaee.Com CAI'q I BASIN TYPE 1 T1 01 01 00 IN - BETWEEN EACH SECTION OF amil . `' GEOGRID BETV\EEN EARTH AND EL.=39.0 ' DRAIN ROCK 4. k .ga ,— A U SECTION AA c Z col o ' ' ' ^ , A 1 L T P C TI T \ 60 " CONTROL STRUCTURE b a 1 Z CC o .� t- ___ -. -_._ __ — N.T.S. • ' c� _ I - CV I N . T. S. I LI � 0 I ,. lI Z c") CN Z WC.1 iCff _w _J (LWZ CC Q w U ot � ' CONTROL2 ES o STRUCTURE M w NON -WOVEN SEDIMENT CONTROL FABRIC / I/ MATERIAL, 60" WIDE ROLLS, / = 0 0 USE STAPLES OR WIRE RINGS Pp O. ' / i U) N, za T WIRE.TO ATTACH FABRIC 0 PS II• ♦���������..�_. ,- -: C ;ice ad ra III Mt74 70 IL* ������, _.- -. up 2 X2 X 14 OA. ♦��������Ara m dal II rt.IlleS. ''*4 i�1 WIRE FABRIC / II �'' ��� OR EQUIVALENT. /°�a �� m aki. �OF ON APPLICABILITY. — • TS 1-1 T 1 1 1 i E L EEH I—���-1 11-1 H I III: • R = 25 MIN. �e� lar ��� t \ :II �1= �=ICI=ICI-1�1=1�1=I�1� �I�1=I�1= --�■.�.�a _m.- 411, ifi- - - - - -t1- - I '--- -- ■ - ��■-�■■�� IE ELE= 41.0 / I I II II N , ':,�-���� 8' DI END CAP LJ LJ 12" MIN. ��'al� 2"X2" P.T. WOOD POSTS \ �j'-O/ AT 6'-O" ON CENTER. 4" - 8 QUARRY SPACES \,i, O MAN (STEEL POSTS, AS ALT.) �. 'L I o E ELE= 34.5 Q PROVIDE FULL WIDTH OF IE ELE= 34.0, 5 n NON-WOVEN SEDIMENT CONTROL FABRIC INGRESS/EGRESS AREA 8" DI END CAP CC } -00; ' \ OTES : DETAIL_ A w = SCALE: NTS a � WIRE MESH FABRIC, STAPLE OR E- O W Q CO NAIL TO POSTS IS REQUIRED TO SHOP o SUPPORT FABRIC WHEN IT IS TO BE y N 1 ) 100' MINIMUM LENGTH. MAY BE REDUCED TO 50' MINUMUM FOR SITES WITH a = F- IN PLACE FOR 6 MONTHS OR LONGER.— p LESS THAN ONE ACRE OF EXPOSED SOIL. J CD W =1 I I I —III=1 I F=I t• ,.i—I i 1-1 1 1= T' 2) ALL MUD AND DEBRIS TRACKED ONTO EXISTING ASPHALTED ROADWAYS SHALL in _I 0 to V co BE SWEPT/CLEANED UP AFTER EACH DAYS WORK, OR AS REQUESTED BY THE r I APPROVED FOR CONSTRUCTION V d � BACKFILL 8"X12" TRENCH W/NATIVE ��18Ny PROJECT ENGINEER AND/OR THE CITY INSPECTOR. CALL 48 HOURS :. SOIL, AND ON BOTH SIDES V OF FILTER FABRIC ON THE BEFORE YOU DIG JOB NO. 03-356 SURFACE. 1 -800-424-5555 SILT FENCE STA3 LIZED CONSTRUCTIO \ E \TA\ CE CITY ENGINEER SHEET C2 N.T.S. ` s APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN NO SCALE �""�� . , . -- 2 OF 2 CAD FILE: PLOT DATE: I - \\\\� \ �� \ \ �\ �. Tye \ v� v A, -, A BEND IN-`Wi L�LVIL�BE \� V� \ �.� ,. �_ -PQRAdEfl AND POURS IN —� \ PACE TO ,orwPL€LE rER�\ \\\ \\ A. ALL WORK AND MATERIALS SHALL l IN ACCORDANCE WITH THE CITY OF ANACORTES \ STANDARD PLANS AND SPECIFICATI, \IS, WASHINGTON STATE DEPARTMENT OF �\ \\ \��� v \ \ TRANSPORTATION/AMERICAN PUBLI1 WORKS ASSOCIATION CURRENT STANDARD / 8" DI PIPE ♦ -- V -- �]\ \ r IE = 34.0 I��-,_ -- - �� \\�, \ _ \ SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. SEE DETAIL A I® � I�I�� A ��\ - A\ I� SHEET C2 ,o ��,,I �\ �\ \\\\ \ B. ALL WORK PERTAINING TO THIS PR"1ECT SHALL BE SUBJECT TO INSPECTION BY THE Il ��'� � VA� \ ---..\__ CITY ENGINEER OR HIS DESIGNATE REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE ���i��IL.II �� \ \ CONTRACTOR SHALL CONTACTTHE T CONFERENCE. WORKS DEPARTMENT AT (360) 293-1919 \\ \ \\ \ TO SCHEDULE A PRECONSTRUCTION CO I I \ i ����i� � �_� ���� � � N C. A COPY OF THESE APPROVED PLAT MUST BE ON THE JOB SITE WHENEVER I1 / rCONSTRUCTION IS IN PROGRESS. �' ��� D. ALL SITE WORK IMPROVEMENTS SH .L BE CONSTRUCTED IN ACCORDANCE WITH THESE \N \ APPROVED PLANS. ANY DEVIATION -ROM THESE PLANS WILL REQUIRE PRIOR APPROVAL I; 2N // � / t A FROM THE OWNER, ENGINEER AND PPROPRIATE PUBLIC AGENCIES. �� I)/ � �/ � / / N��� N E. ALL LOCATIONS OF EXISTING UTILITIr.� SHOWN HEREON HAVE BEEN ESTABLISHED BY o / / FIELD SURVEY OR OBTAINED FROM VAILABLE RECORDS AND SHOULD THEREFORE BE III �QO LF OF 5' � ' CONSIDERED APPROXIMATE ONLY A",�) NOT NECESSARILY COMPLETE. IT IS THE SOLE �jP RF,�F'IP,[ � �� � � i � �� � � RESPONSIBILITYOFTHECONTRACTORTOINDEPENDENTLYVERIFYTHEACCURACYOFALL di 6 AVOID ANY OTHER UTILITIESATI N H W A TH R DISCOVER AND � UTILITY LOC 0 S S 0 N ND TC IUR E/ \ \ NOT SHOWN HEREON WHICH MAY B ! AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. � :,,7zz � \ \ O / / / \ F. THE CONTRACTOR SHALL KEEP OFF SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. Wl / \ \ RTES rWASHINGOF THESE STREETS WILL ipT BE ALLOWED WITHOUT PRIOR CITY OF ANACOAPPROVAL. ° I / , G. THE CONTRACTORSHALL VERIFYAU FIELDCONDITIONS PRIORTOINITIATINGWORK. THE J mCONTRACTOR/OWNER SHALL NOTIFY SCHEMMER ENGINEERING INC. AND THE CITY / // ENGINEER WHEN CONFLICTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. m ° CONFLICTS SHALL BE RESOLVED PPOR TO PROCEEDING WITH CONSTRUCTION. o Y /� /�� o o w � / H. PLACEMENT REQUIREMENTS FOR CU'VERTS AND STORM SEWER INSTALLATION SHALL BE �� / �N�ulhr�f / / / AS INDICATED IN THE WSDOT/APWA. SPECIFICATIONS SECTIONS 7-02 AND 7.04, is •' do% �- , 7/ ' / GRAVEL PARKING / RESPECTIVELY, AND AASHTO SPECIFCATIONS WITH THE FOLLOWING CLARIFICATIONS: i �ctON Co `2„ •• �� /I / ' �/ // I. ALL UTILITY TRENCHES SHALL BE B\CKFILLED AND COMPACTED TO 95 PRCENT MAXIMUM ; N fit: Wii: I i / /I 7 / ! , / / / i /— __ � ' • / / / / \ / / V o``J F LOWER EXISTING br Q`°� / % �I / / IRRIGATION WELL �� �� ����������� 1 TO MATCH / / / / PARKING DESIGN / // / / / / ILLA BAY z PAD — o GRAV PARKING / I / / II 'I � /i J- / V A_/ t\ 7 / / , , / , ._ re m N 0 : . I irD W orc.__ f 20' " / /) / / / / / / / , 01111 L1 `� Z Z N tl -----t /- - / / / / / / 137.39 1\ , gilli niir Jr ii �2Q.QQ SITE 9 N/ / / �` R20.00 o - _ _-- i' - / — , c / / / / a/ Q 1,1.% r C.) 0 j-------------i------ ----C ( , i A a •, cr ry ar.z�.� -- . LA HEI:TC: , i i ( / / 1 rir i________ , ___ _ ____ __ ___ __ RO • I N \ \ / /I — > - _ I / \\ \ , // ____ 1 % / .--' // - VICINITY NA ° SCALE. NTS 7 / / / / -- _ / \ ) / \ ) 304.\,, 58 DLA \ CONSTRUCTION SEQUENCE � � SITE ODE � OF COMMUNICATION SHEET INDEX: 0 CC �- N 1 . CALL FOR A PRECONSTRUCTION MEETING WITH APPROPRIATE Cl SITE PLAN AGENCIES PRIOR TO STARTING ANY WORK. CITY: Cm' OF ANACORTES C2 MISC DETAILS I- (n ~ DON MEASAMER z \ O TF 1 2 MARK LAND CONSTRUCTION LIMITS PRIOR TO START OFSTREET SCALE "=20' ON SITE WORK. ANACORTES, WA 98221 W I 0 PROPERTY: 1 .28 ACREShe 3. INSTALL TEMPORARY SEDIMENT PONDS AS REQUIRED. > MP AREA: 0.42 ACRES (360) 293 1920 00 20 4. CLEAR AND GRUB SITE, INSTALL FILTER FENCE AND TEMPORARY OWNER: JOHN CHILDS 0 = Z INTERCEPTOR DITCHES AS CONSTRUCTION ACTIVITIES PROGRESS. PADILLA HEIGHTS RD CC ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE PARCEL # P115876 a. Q PERIMETER TO PREVENT SILT LADEN WATER FROM LEAVING THE ANACORTES, WA 98221 Co J co SITE. ENGINEER: SCHEMMER ENGINEERING INC —I_ co r W 5. ROUGH GRADE ROADWAY AND DRIVEWAY CONSISTENT WITH THE 317 COMMERCIAL AVE. SUITE 101 --10 ANACORTES, WA 98221 SEQUENCING OF THE GRADING. H 6. INSTALL UTILITIES AND PERMANENT STORM DRAINAGE ELEMENTS. (360) 293-9006 COMPLETE THE ROUGH GRADING OF ALL AREAS. APPROVED FOR CONSTRUCTION 7. FINE GRADE AND PAVE THE ROADWAY AND DRIVEWAY. 8. HYDROSEED AND MULCH ALL EXPOSED AREAS. CALL 48 HOURS cos NO. BEFORE YOU DIG � � 03-368 g. REMOVE TEMPORARY EROSION CONTROL FACILITIES ONLY AFTER SHEET ENTIRE SITE IS STABILIZED, THE POTENTIAL FOR EROSION HAS 1 —800-424-5555 ! Cl PASSED, AND THE COUNTY HAS APPROVED. 10. CLEAN ANY SILT WHICH HAS ACCUMULATED IN THE PERMANENT CITY ENGINEER STORM DRAINAGE SYSTEM AND THE SWALES ON SITE. = - —_ I APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN 1 of 2 CAD FILE: PLOT DATE: - FENCE 3Y 7 OTHERS I. CONSTRUCTED IN ACCORDANANCE WITH ASTM C-478, ASTM C-890 AND WSDOT B-I REMOVABLE COVER GALV. STEEL LADDER 2. CONCRETE: 4000 PSI TESTED STRENGTH • 28 DAYS -- 4.0' STEPS 0 12" O.C. 3. GRADE 60 REINFORCING BAR - SEE >- DETAIL B 4. RISER AVAILIBL! IN 4', 6', 12'AND 24' HEIGHTS 5. WEIGHTS:w A A BASE- 1,950 Les W0 / 6 4' RISER- 180 LBSO J6' RISER- 275 LBs �� 24 RISER- 550 LBS6.0" a- �T SLOPE TO I \ LET .iftp71 12' RISER- 500 BS ify <' c>5Hi_ 1 ` , WALL 3AT1�EP - 1 �;, �-%- coNNECP To s" 34.0" - / =II-11-a-�.-. -..-u=11-1 =1 PERF PIPE ' III=III=III=1I1=111=1I1=1I1=111=zi=T (HOLES DOWN} 6 O 0 J1=_ -�- -� -=L=L co -111-I I 11 I-111=111 11 I-111-I I I- 1 I-111- PLAN _ a 2.a" o O � 0 � -J= 11=�- -l-LI1-JI I I� W O• O ADJUSTABLE CHAIN FOR 22.0" ( 30.0 I O u 0 REINFORCED 30" SOLID SHEAR GATE -�� o. LOCKING LID J - < �o.s000 11) o ? SOIL MASS 1 4.D" c 20.0" / F 1.5000 '. ECOLOGY BLOCK U0• o ` 6" PEPE PIPE. < zz/ 0/ KJ IE= 43. 0 EL.= 46.71 � .. � /� to OVERFLOW / 10.5" RECT WEIR .' <.o' zs.o _I m 1.5000 O / I - FINISH GRADE �� O GEOGP x3 EL= 46.63 y� F �* ' - CREST OF WEIR - ELE=46.0 I 13.0" °a w DETAIL B I O (GEOTEX 2x2 OR EQUAL) EEIEE EI EEEII METAL ROD 4I j [ w / O PROVIDE HOOK R. TYPE 1 INLET ml ELE= 36.0 � Q DRAIN ROCK 24 MIN. / L srD. cAL�: . 8" OUTLET o L.. • , ,, � 0 - PIPE SUPPORTS LADDER n.o' _, ' � ��i a 011rtil O 0 3"x0,90GA BOLT . _ 120 : SON ���/,y�o o� 1 8II! 0 c 8 OR IMBED 2" IN 4. 1� - ' I 4.0" l `��' - '9�d .'SW8 O WALL O 8" ADS N-12 EL.J43.0 i rN z o '�lYA ' ao r- < •p CO J EL.=42.7, U - I Detail 2 i �� y 5Li 40 D • • I I ; + . .>'1y ,�5�• - J Ci EL.=42.0 I !S �� w 3/4'' MINUS PEP WSDOT ) �) c, 0 0 o o 0 ( -SHEAR I CASCADE CONCRETE INDUSTRIES Q �� < 0 o 0 0 12" MIN. `Jro . W FOR CPl SHED AGGREGATE � o � c� -, 0 „ 0 � 0 o s OUTLET .�'� GATE • �_ � CASCADE CONCRETE INDUSTRIES I �1 , _ �J . .• k, PRE-CAST PRODUCT LINE - DETAIL SHEETS ••�.iin0' • 0 SASE VIAT_ R AL EL.-41 .0CATCH BASINS ''/� 8" RISER 1 -O 1912 BURLINGTON BLVD BURLINGTON, WA 98233nu SZE Pio NO strr.1) RN 1 "0 ORIFICE PLATE + PHONE; (360)757-7811 FAX: (380)757-2532 CATCH BASIN TYPE 1 T1 01 01 00 "-1 NOTE: I\ STALL FILTER FA3PIC SOLID BOTTOM t a EMA L: donOccacadeconcr te.com \ - BETWEEN EACH SECT ON OF GEOGR 3 BETWEEN EARTH A\ D EL=39.0 k , 3PAi\ POCK _ ty k .' .. k 4' .; rr',., ,,-::a, Z O SECTION AA - co R H TA N . N C WALL SEC ON Y 60 " CONTROL STRUCTURE z oN �, Lu 1= o N. T. S. _ a. -f-, �1 IJJ D co Z 1 _ Lga Ls, CNJ L W CC o CONTROL 2 ow oEs STRUCTURE 0 vi W o ~� NON-WOVEN SEDIMENT CONTROL FABRIC MATERIAL, 60" WIDE ROLLS, V a 1 = U O USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. � � i EX\5�\ 1 atter / 4 tii�i�i�i�i�i�i'',;. y�,...T4 2 X 2 X AB OA. ��t�� ■ate_ SF M7N iei,.;..�vii' �I WIRE FABRIC t -■ esalimimu��■� ti _ OR EQUIVALENT. not �TT'�-_ - ON APPLICABILITY. R = 25' MIN. , ��� �•��` S 11II=- III-111=111=1I1=1 I -III=1I1__ ■ _■ _ ■ -I�I-I�I-L -1�1=1�1-1 r-I�1=•III- -I�1=I�I -��ia�� - � _ _ 1���.����� E ELE= 41.0 / - - - 8" DI END CAP N 12" MIN. .,==��\'saI..a. �m ��/ 2"X2" P.T. WOOD POSTS ` �• "' AT 6'-0" ON CENTER. 4" - 8" QUARRY SPALLS N\%i�� , �,\N• 20 (STEEL POSTS, AS ALT.) I IE ELE= 34.5 Q PROVIDE FULL WIDTH OF IE ELE= 34.0 8" DI PIPE 8" DI EL O NON-WOVEN SEDIMENT CONTROL FABRIC INGRESS/EGRESS AREA 8" DI END CAP } CC o' ' \ OYES : DETAIL A IX _ SCALE: NTS a I (n WIRE MESH FABRIC, STAPLE OR o W W J NAIL TO POSTS IS REQUIRED TO SUPPORT FABRIC WHEN IT IS TO BE I SLOPE N 1 ) 100' MINIMUM LENGTH. MAY BE REDUCED TO 50' MINUMUM FOR SITES WITH _ IN PLACE FOR 6 MONTHS OR LONGER. W o o LESS THAN ONE ACRE OF EXPOSED SOIL. co J 0 Cl - I- - - IF I �in 0J � C� =I11=1 -111=111 :, I- 1 - _ .� 2) ALL MUD AND DEBRIS TRACKED ONTO EXISTING ASPHALTED ROADWAYS SHALL J to co ) �-III-III= = Q r CO BE SWEPT/CLEANED UP AFTER EACH DAYS WORK, OR AS REQUESTED BY THE APPROVED FOR CONSTRUCTION U Cl- CO BACKFILL 8"X12" TRENCH W/NATIVE 18 y CALL 48 HOURS 4 vIIN.; PROJECT ENGINEER APrD/OR THE CITY INSPECTOR. SOIL, AND ON BOTH SIDES / BEFORE YOU DIG4. JOB NO. OF FILTER FABRIC ON THE s os aae SURFACE. 1 -800-424-5555 SHEET SILT FENCE STA3ILIZED CO \ STUCTIO \ E \ TA\ CE CITY ENGINEER C2 APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN N.T.S. NO SCALE 2 of 2 CAD FILE: PLOT DATE: