Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File BLD-2019-399 3816 Fidalgo Bay Road
�, City of Anacortes Invoice/Permit#: BLD-2019-0399 904 6th Street Applied date: 06/27/2019 P.O.Box 547 Issue date: ' 101 Anacortes, WA 98221-0547 Expire date: 12/23/2020 .4 - (360) 293-1901 Job Address: 3816 FIDALGO BAY RD Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-9611 Project: APN: P33100 Remarks: Installing a new 120 lineal feet retaining wall. Owner: GRAHAM&MARGARET READ Contractor: TONKA GROUND WORK Address: 3816 FIDALGO BAY RD Address: 1410 41ST ST ANACORTES WA 98221-9611 ANACORTES WA 98221-3515 Phone: (360)299-8506 Phone: (360)661-1339 License#: TONKAGW895CP General Information: Fees: Building Valuation 11000 Building Permit Fee 195.25 Plan Review Fee 126.91 State Building Code Fee Resi 6.50 Total Calculated: 328.66 Deposits/Receipts: 0.00 Total Due: 328.66 all 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 • Perrnits and Insp.. . BLD-2010-0399 - 2019 i °0193Q9-0003 Erin VVil... 08108/2019 09:48AM 12445 - GRAHAM 8, MARGARET READ BLD-2019-0399 Single Family Alteration/Repair Permit Payment Amount: 328.66 Transaction Amount: 328.66 03FIN CC: *** ******`6322 - - 1 II CITY pF gNA �' f liV ��1j��lc �aRTESG DEPT. PERMIT#; APPROVED PLANS � DR�SS: A:PROVET D �tJ81��Tp N FtCLD INSPECTI . HALL NOT BE ALTE APPROVED pLAft/ EEU LV(THOUT AU THORt2ATlOSNi. Structural Calculations for the Read Res. Retaining Wall FILE COPY City of Anacortes II • " • ONAL \ �� By: SD, ND ENGIN*I RING P.O.Box 1215 Freeland,WA!, 98249 (360)331 311 Job No. 6793 I .. i Cantilever •retaining Wall Calculations Project: Read Residence © Geoff Taper( •.E., 2004, All Rights Reserved By: AGT Design Assump ins Date: 1/10/19 "'c = 3,000 psi ty = 40 ksi 6.00 foot wall Soil t$ ring Capacity, S = 2,000 psf (Table 1804.2) F.S. Equivalei.i.Soil Pressure, g = 35 pcf Overturning 3.05 I Soil Weight, w = 120 pcf Sliding 2.50 Sli• ng Coefficient, u= 0.35 (Table 1804.2) Bearing 2.64 Lateral Soil Bearing, Lb = 150 psf/ft (Table 1804.2) Seismic 1.38 Wall Width, b = 8 in Design d = 6.0 in Min. Cover = 1.5 in 'ooting Depth, T = 8 in d(avail) = 6.25 in Wall Height, H = 6.00 ft Toe Width, x = 6 in Des i,pn Heal Width, y = 32 in Total! "ooting Width, D = 46 in e K" F1 = wyH 1,920 lbs / iji�//4:7 \ y F2 = (h^2)9/2 = 630 lbs tom\ 7_ ,}„ Ma(cw) = 3,840 ft-lbs Ma (cry) = 1,260 ft-ibs H Overturning .; F • a (ccw)*1.5 F.S.= 1,890 ft-lbs x `Tow r' z I (cc�v) = Ma (cw) -- .4 'i,r v yy\�c vV /3 ilia}cw) = F1(y/2+b) T I A, -+� yo =12,(Ma(cw)/F1)-b) = 8 in `74 • Sliding "1' W'9ig. t of `'.gall/ft, Fw = 983 Ibs/ft b Weight of Soi: above Heal, F1 = 1,920 lbs/ft otal Weight, Ft = 2,903 lbs/ft Friatno Resistance =. µFt 1,01E lb...; Biiir' d Toe Depth, T = 8 in • =' = T*Lb/(12*3) = 23 lbs/ft i • 1.5 in clr Total.51 ding Resistance = 1050 lbs # 4 bar at 16 in O.C. Bearing Capaci ! # 4 bar at 16 in O.C. Min D per 5o;i Fearing Capacity D'I= (F.S.)(F1 + Fw)/S 52 in / # 4 bar at 16 in O.C. Seismic Lateral i f SeismicI portance Fay .•r, I 1.00 Ss '1.25 /.____-- # 4 bar at ..16 in O.C. '' .eismic Use Gi oup I 51 0.5 Site Class D Fa 1.00 I- Response M10 lu ification Factor, R 3 (Table 9.5.2.2) 5"c_'-i' I SMs = FaSs = 1.25 1 •.os = (2/3)*SMs = 0.84 • 1 Cs = Sos/(R/I) • 0.26 Seismic t'a•;e Shear, V = CsW 760 lbs/ft < Total Sliding Resistance therefor OK Reinforceme t J 'tem• Mu = 1.4Ma 1,764 ft-lbs Mn = Mu/0.9 1,960 ft-lbs ;i AS2 f,,2 As - 0.425bf' + 0.85M„ fib _0 1.7 f',bdN2 -4(1) 1.7 f'c bM„ M„ = .5 vd - 1.7f�b fy fv } 2 !!; �_ 0.85 f,bd + \ •fs i •fr As = 0.100 si/ft f 2 - = 200 = As(min) As( n) -- PmiuAc 200A„ 200b(12) - fv fV Pmin Pmin Jy c . ► i Area of Steel, As (si/ft) _ _ 6 in O.C. 8 in O.C. 10 in O.C. 12 in O.C. 14 in O.C. 16 in O.C. i # 4 0.393 0.294 0.236 0.196 0.168 0.147 'I # 5 0.613 0.460 0.368 0.307 0.263 0.230 # 6 0.883 0.662 0.530 0.442 0.378 0.331 # 7 1.202 0.902 0.721 0.601 0.515 0.451 # 8 1.570 1.178 0.942 0.785 • 0.673 0.589 Use # 4 bar at 16 in O.C. Vertical As = 0.147 si/ft I Use # 4 bar at 16 in O.C. Horizontal tC Q PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT L4. ,� IDENTIAL BUILDING PERMIT APPLICATION ' rM Mailing Address: P.O. Box 547, Anacortes, WA 98221 Cgg JUN 2 7 2019 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 CITY OF ANACORTES PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PRO T ADDRESS(Street,Suite#): PARCEL(S)#: 3g1�o io ry gd> P33100 Subdivision/Lot#: Pr JEf ?"VALUATION: $ APPLICANT: Phan/e. 3 6© _.2.`i 9 -g(5 0i0 6-IticAran Nwri26-frger D Address(Street,City, Zip): : Email Address: 3g'/(0 ,pc60 y ib, �PIa-> Tz 1 m PrK6R ) MSS. PROPERTY OWNER: Phone: (;( Address(Street,City,State,Zip): Email Address: CONTACT PERSON: Phone: Address(Street,City,State,Zip): Email Address: LENDING AGENCY: Phone: Address(Street,City,State,Zip): Email Address: CONTRACTOR:* Phone: Address(Street,City,State,Zip): Email Address: Professional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of Anacortes business license prior to doing work in the City. Contact Business License#: Exp.Date: the Ciry's Finance Department at(360)299-1968. PROPOSED WORK: eir /2.. e - o� PROPOSED NEW SQUARE FOOTAGE: Basement SQ': ❑ Finished Basement: ❑ Unfinished Basement 1'Floor SQ': Garage/Carport SQ': 2nd Floor SQ': Deck/Covered Porch/Patio SQ': Fire Sprinkler: E Yes ❑ No Lot Area SQ': I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: Owner ❑ Agent ❑ (specify): Signature: Date: Page 1 of 5 IMPERVIOUS SURFACE AREA: Existing Impervious SQ': New Impervious SQ': Total Disturbed Land/Soil SQ': Total Proposed: Cut: Fill: New hard surfaces(pervious &impervious) Land converted from native vegetation to lawn or landscaping SQ' Land converted from native vegetation to pasture SQ' MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: BTU: Other#: Wall Heater: Gas#: Elec#: Other:#: Location(s): Gas Water Heater: #: Location(s): Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Radiant/Hydronic Heating: Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: Laundry#: Other: Range Hood: #: Location(s): Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer&Duct: Gas#: Elec#: Other: #: Location(s): Stove/Range/Oven: Gas#: Elec#: Other:#: Location(s): Gas Piping/Outlet(s): #: Location(s): Boiler Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): Refrigerator water supply(for water/ice dispenser): Kitchen Sink: Pressure Reduction Valve/Pressure Regulator: Utility Sink: Water Service Line: Tub: Water Piping: Hand Sink: Clothes Washer: Shower: Electric Water Heater: Tank-less? Yes ❑ No 0 Dishwasher: Backflow Prevention Device: Hose Bib: Other: Page 2 of 5 • I• rj I , �� rlipenI ,', i rrrIJI ill id. �wlJ ' -IIii •II' q01N 111 il 0 )-- ., .. 1 ; P. 1IYII'1. 1 :lilI ; • 1 i I i l ,1 ' ;O , i U. r 1 i A V i , 1 � {, � '41 I I , (� Ii111 i,OM MI 1 f- I J 11 1. 111 iI �' ' 1 ' ' i l III III ;I1 ' I1J �',�,' (I1,,' 1'll e-f r._. 1;.' 1 I I', I i 1 , I I V (� rA1, U� ,?D it !1 I III iil . 11 ! I`!ji I I , lift I, i I,' , 1 ll'1 1I ,I O .t,'" . ft ' I ,I I 1 I !I' ,1 1 i ( , •i �-� rH �' F--+ i 1 i I I I� i 11 Ili !, 1 I!i I A ii i 11 i, { ! I 1 1' '1' I I ("� �"'� �, f�. O ° rfi`• I►! , III !!; !, ,,, '!I!;I!'!;,;j ll !i ! ' !i 111 I I 1 1 I 'II11 !'!1� i1 . 0 c--fi• �' I; ' III' ;I;. I I'1 ,qIC , ! , J ! � II �' r+ -i• r1 ►--$ F�-� F---+ F-j• I'I I ! ;I i !11 1 j , ! I r I 1 I I ! �' ' i I I i' I i /f^� �-�•J° ° !'! i ; ! ;; ;I i! (.Ivs !r l �1 1 11 , , i i 1 ' ! i I 'ldCD 0 I I j iII1 2 c 2a ,__, ;!I ; . ,!; ; li , + ,m�� 1.11! j; II ! i '`� r•-h P 0 & 2 0 Ill ' I ! ,ji 1 !1 ,'il ljj!1�rC , n'j 1 I III! /� 0-' I� 'j ' II ijl ' !, I 1 !i�... !iii,i 111 '7,... i 111 1r 1 1 il I'' i{ l! 'I� O Cd1 �;• -Izi ,.� f )-•. • ; !1 !,11 11 ;i;; !;; , !il! } _'11 17 �, ,1 1.,1(j il ! , I ,I I' CD E 'lNCD O �+ ^J D0 Ll /°� P Ill I IIi'I� ',!II 'I, I'I Ili p'�'!I'-,'1 ' ,u 1 !1"1 i,�'llll, t I, III',I ! '� O O CD C-4 n >--� f-'• �--' I I' I 1 i i1., 1, ' 11� Ili...' �' 11 i 11 I I I i, ;I I i, C� J-+ 0 CD P n, \ r4 !I! Ili,l I I !I { I{;I; j d,� II �i ti'I' I'I I �II Ii;;i 'hi }-' ° �` ��++ t--, P 0 iil '11!1 I I'li� I i. 111 !''!�, " ' I1,1' I, 11 I!, I II' o ;..+. 4 (I) 1,.�► j 11 ! 11t 1 ! !' II 1 ;, 11,. I j ; I I1; 11 , 1, 11''; ''1 1' ' ! °� (� f--$ ! 1! IIIi 1 , 1,,1' ' } il; ld, 1 1 ; i I ' ;1' , ,, 1 ,�1, ,I t---i 0 0p ° 0 0 r, �... I Ili 1 1 !,'il 11 ,, I 1;;;,.,jll I'ai, 'IrJ'�.{4,4' :1111l i11; !'11� ,I,iilll !i'1 ,_+. -i:: )-(3H•--+ ► p, ! ii i;11 I Ilfl!.1, I i1!!!II`' ! I ,n C! ,I �I I�I11�; I I� ! ! ►- 1 ! Ii ! 1„ r t all ® ,1 lm, ! I�I I I I0 0 • III I' ' I q'1I'.. .'I ' ii I II I1 I '' ! ' rO^ 0 P c-°' 1 1,1 ,1, I; i ! Ili. f!1 Iil- ,!!il . -,1 111.p1��,l.ili '1! '11 1!j! '! ;Ili! I' i 0 ) �--, 0 ~., �� O ��,•� !; + ''I!1 ' , " 1;'i,e'i ,1 III ' 11'i' 'i!I il1l� ' 1'I I,I l;' ®1►--� lli !;1, , l� l' Iw i,111L.a �. FF--�� �,� }._.. O p_a V�•f 111' {1; 'I iI ; , ,,1� 11 - L ; I i,l! I ' 1 1 Ni'ii � � i I 5,- 0 e--f e-� f._, , • 0 �'� (T///J�J I ; ; 11, `i'I;I`I ' , ( . ,ljl p ! .a .,'II I I i!!l, ;� �, , 1 /� I_�A )""� Y/^ , i ! '! I'' ' 1 ,ll III 1, - ,,1` 11 I;l�j 1!, I,I, 1 l,l !ri I I rcp ,I.. / \� I 1 I '1 !' ,r 1 1 t !';, i,. I' 1 1 I' ,' ' 1,„ ' +1 II, +,J t--.• ,_, I,11; �,� 'll it {�� , !. 1 1 {{ I', � II 1 1 ! I'Ii �'� !!'l,l 1 , 't ,,1 r . ,11 II"I I.' ', 1 I'II!I I ,i' 'I , 'I` , u II1 , Ii, 111g11,1 1 I '} rIP F--� I III 1 I,i ; I IIM') 1 { 11, r we I ;I; ! ;I ', !I 1 1 �I � `IJCD �° 0 1i I 111 , , , ,I 1 'I 1 I ' o �U `� CD I;1 I , I;Ij! I'1 '1; Iil, ''� 1 .i, i,l , I , , 1i1 II !I 0 1 '1 I• 1 , ,, , , ,1�;; rI', i 1 I' Ii i '' i F--� ;II;! 1111; 1, 111 1,1!'' ;,.. ;;;;�11,:,tl , 1, I !III ! I I 'I � !1 ' il'11 • �- �A �] �,,/�1 -1� '1 j'' ,1 r ;11pI , ;' N'ii .m� '�' Pi , ' ,i i I I ti �y.�.i �,/� C- c,f) •+ �T j,!!1!I 1, 1�I Ii 1 .I'• I!'I lild' ' ' j•�' I'll I i '!1 1 !' lil IJ ''li 1 I ' = 2 ° • V� I I III;I 1 11 "I i,,�1 i'li i i �� ,i; II ' 11 �I P li Ir - :!;� ', I , 1 i'1 I 1 2a ,.._, � ►->� PCID ! c I. II,. 1 i , 1I ! ,; I I, li! , �!! ' 1 I;' 1 � �° vl 0 0 F---+ \� �•--+ F'� 11 1I,i11{ I' 'lll'; ;! I. - II ,, ' Il l "�Id, '11!ii I! I!;0 Id 11; I �a • t� • V I ';il I,II I,I;Ii, , I11'," ,; ;11® !i, a 1 Ii II I; 11 1' ; 11 1 I lV 0 Cr P `,,� `�D I! i'il !1' I' ! '' I'G+111'I I �Il !li i°9� '''I '' i11 '1' ' 1'1111 + ti �J_u_� rr/^� f�f • l of V III 1; I' II I.1 , , 11,1 i 1 H 1 uo 1'1 , I !11 1 1! 1 I,i1,,11� 91i'�',, I 1 !I1 I ; i Ilii 'I ! , r--� �• 1'--. �•}\ ~+ n, !!1 1 i 1 1 I ,I I, , r11 I 1,4,' c..�� , 1 Yltroi 1 I1 ,, ,I1 ���/�) .(7 ;C{/ P.i/ • I1',1 1,;i - I1 1!';1' I1' ,i11,,i • , 11- 1, 'i I! i I!1 I I I 'I ' ! I'1 ! ! \ `V `_ ) r0 0 0D 1'I;' 1!I I;11 !i1111 }I i' I�(i1-,.,, tin, ii !1 II i I 1; 1 11 it 1CD '/� I I ! ,, 1 I 1, i 1 1!lii ..I 'i' P �. ' I I 'I ' 111 ;Iii li' '11i,''11 l+® 1 I ' I i1 i11'!! ' ' I I ''I !� !�• 0 1 I Ij I,1 ;! 1, 1''i'' 11{ i } ; IIUI1 II!Iliillll;l!I;, Hill 0 h--� t ti P. )..._,, 1-7:1 .._.„ I....• ;;111! , ,!, I;ill i II {1 I„1 1 1 1! H " !!+ ! ,11!' i1i1 I 1111 1 la, ill, I. I , �II',1 A �, O ;Ir 11 1 Il!; 1,1 J 1 �I ill �.1111' ' tI!I' iill!'''I I'I! r!;lil ; I ms, �---+ i_i I ll 111,'yaI I i 1 I I, i+I I I i 111 I ° Z 11;i ;;1;1''111' ,; 33Qp ' I 1 , I( I ' 1 Iil I! ;Mil!' p O �V -j >-� �+• ; 11 ;I 111,i: l J!'!I1 I %,I II ' II! Ili, ; ,IIII , ' 111 _ fI I , u 1, i ; ;n 111 , 'I; 1111 11'.'I ii I.-.! j Him 1! ! 1 , P �+• 4 ' �� 11 11 ,� I Ii' C�Q ,,I,Ij l;i 1 i 1,�1 i J !fl i ! + 1 !ji I'j'! 11 !1!{,II ! , ij1'li! 0 u ,;I;11, 1,1,; Ill;:' i 1 ,I, I i , I 1 ,ill, I;i!lii;';ij I 1!11 >..._, ° },,,, �_1�I+ 1111, j ; ,] ,, t , I i ; �111!'' I i '1' 'I , I ' V • Vim' , 11 II'I ,, I.,,I, ,;•,I 01 ., I,,.A �� 1 • I , 1 1 , I I I ,11 1.1 II, ill I 0 (....„) 111;i11111!,1',1', 0 1� 1 I!!i.l� •i.f , l , i . 1 I1 ! O 0 c) b ��----��--{{O , I 1I t !11, ! , O l�� p� p� 1 1 p�� l p� > A l I i 0 II'' 1 ►"" k }"a lv 4� IN tv F•--a I!III �� 1 !' qpglillgill11111111 r ? !, ��!i; i!I II 11 HI'1 u \ .� 'I'Ili ti i �� 'Y' ;I 1111 H '!' li!1111 � � O • � , �11 1i1,,'i,I1 -� Q • � '�I It � II!�i�� i 6uu�� i ! i! !ii! }� ?71 (� tr,� O i , 7 1• �� •, ����� ,I,.PriiiiuJ jr�,�'�HH- -iH�� _�tl-. '' -;!!1; 11 V v\ `� • lil ,II 1111111'111:' ] it 'i ; !1'I; III O !/� Ol 1 011 1' 0 IS �--'k N W N N N N N i"" ! !111 • ! ii '1 i,! 0 I1; II: 1, 1 I !1!1l '4-"' �� ��;I;I11�1 � I'•'I I it II '- Iii I � r ! III1i1111 � \ is• I 1 ' 1 " CD �.v11!i1ii J iIII r itir ,i, AI i ,11,111i1O LI�,;I'I„ , is I' . iIlli 811 , III 1 V , •iili!11 11 i ` 1� z Lit, • 11111.1 i 1,jlii I!,1 �, 1 111 l 1, 110 ;�HHq ; '! H11'I! ; '1I ; I "I!i o ��,li ,I' r • H q I 0( 1 ' I : I ; � � Q ��Cia N N O N O .-' y' 1,1 1,1, 101[1 UI p!U�d' 1!1I1 j ; ,11' ��-{ P�' 'i''.q ,. 1 ; Ii IU- I Q I lilt _jl• , ' I I�i ' ®I., � l 1.111 4 i. 'I�r' ' 1 Q� 11plllln 1CD L O ill Ia Y,I1 a 4. TIM 1 ,'�'i ! , i I GUlitN'U�'!'Ii • H,I 11 ' i1�, r-ILt 1 . ' 1 1 �fl�, , , o{{ ', I' n , IIII ,I �L <\ F--1 ►--, cA) --& �'I `11I IrI't �� '9 c 1�� aNII•} qp !1 ! ' ! i' CD `� U�u -1O 11IV 17 1 h , • , • r ! i{ ilb11ill co oO CD 1 J '/ ,I 1 a l . fl < : 1#ii I , I 'u' •I Fi` py j J it y �l ! ii;j i ' ''1 9i !q } 0111 I 11 1, 1f ! 1,1 ' I ® L r I � , � � ;� � !i 1!1 !I�i � .;� 1� I {I'�' li l Y ;v�J1 1 �rryppi a,1 „, I � 111 !i 1 I p r l l' ' I'1 J I �Z Mil b 7.1 Ii I, iiItd1I;;�'NI;F , 11 1 1 il 111 '1 1 r1111 I I.: � 1'I b j i :I ' fl ,,±' , 10 :1��II 111 �Mli " 1�� I I, -� �. ; J C' ; I 1,1 ; 111 I! ! � rR I I{ ! lil rNH i� III i�I,I!hi Za irour- IIM "Ah. iEt g IN) (13 -,-,-,--, ...==. R no rvx Cycl u II' 1. 1 1 I�� l' li,1., p14111 JI 'Ii I I 1 0,: ir: '' •ri (tv ._ __ . .. 14., ail'i'll.i• 1'i'' i1L{ 1] 1I14ill i! ��' 9. 11 , 1 NOTES: 1. Handouts and standard details may be found on the City's Planning, Community, &Economic Development website or can be obtained at city hall during normal business hours. 2. Plans, calculation, &reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. 3. The drainage analysis/plan& TESC Plan shall comply with the 2012 Department of Ecology's Stormwater Management Manual for Western Washington(as amended in December 2014). 4. For new single-family residential building permit applications, a non-refundable plan review deposit of$200.00 is required at time of application submittal per AMC 19.14.035 &IRC 108.1.1. 5. For remodels/alterations for existing single-family residences, a plan review fee of 65% of the permit's valuation is required at time of application submittal per AMC 19.14.035 &IRC R108.2.4(1). 6. Within 180-days of application submittal refunds are allowed up to maximum of 80% of plan review fee so long as no review has been performed by staff per AMC 19.14.035 & IRC R108.5. The applicant must initiate this refund request by submitting a signed letter to the Building Department. Page 4 of 5 3816 Fidalgo Bay Rd Anacortes, WA 98221 JUL-2 5 2019 CITY OF ANACORTES July 3rd, 2019 James and Pamela Knott Mariners Cove Homeowner Dear James and Pamela, We are currently in the process of obtaining a building permit to build a retaining wall behind our garage to prevent any earth movement and storm-water run-off problems that we have and want to fix. In order for us to obtain a building permit the City of Anacortes has requested that we seek your approval for an easement to drain the runoff water flowing from the hillside by connecting a six inch pipe into the existing catch basin which is located below Lot 7 and above the retaining wall and runs from the rear of your property to a drain in the road. If you agree please Jign below to agree or if you have any questions we can be reached on 360-299- 8506. Your quick response would be appreciated. Sincerely, Graham and Margaret Read I agree to the easement and continued use of the Catch Basin below Lot 7 and above the wall of Mansfield Court in order to collect storm water run-off from the hillside. Signed: Jam a-Knott Date: / JUL.2 5 2019 3816 Fidalgo Bay Rd Anacortes, WA 98221 CITY OF ANACORTES July 3rd, 2019 Richard and Jodie Curtis- Lot 4 Mariners Cove Dear Richard and Jodie, We are currently in the process of obtaining a building permit to build a retaining wall behind our garage to prevent any earth movement and storm-water run-off problems that we have and want to fix. In order to obtain a building permit the City of Anacortes has requested that we seek your approval For an easement to drain the runoff water flowing from the hillside by connecting a six inch pipe into the existing catch basin drain pipe which is located below Lot 7 and above the retaining wall and runs from the rear of your property to a drain in the road. Sincerely, Graham and Margaret Read I agree to the easement and continued use of the Catch Basin below Lot 7 and above the wall of Mansfield Court for collection of storm water run-off from the hillside from the rear of the Read property. .=... , Signe' 4j/ '1 / — R. h.rd and Jodie Curtis Date:gatp /0/1, 2/9i9 \'1 3816 Fidalgo Bay Rd JUL 2 5 2019Anacortes,WA 98221UL CITY OF AI\AGORTES July 3rd, 2019 KRS Fidalgo LLC Mariners Cove Dear Russ, We are currently in the process of obtaining a building permit to build a retaining wall behind our garage to prevent any earth movement and storm-water run-off problems that we have and want to fix. In order for us to obtain a building permit the City of Anacortes has requested that we seek your approval for an easement to drain the runoff water flowing from the hillside by connecting a six inch pipe into the existing catch basin which is located below Lot 7 above the retaining wall and runs from the rear of your property to a drain in the road. If you agree please sign below to agree or if you have any questions we can be reached on 360-299- 8506. Your quick response would be appreciated. Sincerely, Graham and Margaret Read I agree to the easement and continued use of the Catch Basin below Lot 7 and above the wall of Mansfield Court in order to collect storm water run-off from the hillside. Signed: Russ Wagner Date: 7'18' / 1 1 1 I, vi , JUL25 2019 6 u 1 ( Darrell McGrath 1905 Victoria Farms Rd, Spc 34 Lake Havasu City, AZ 86404 I agree to the easement for Graham and Margaret Read for the continued use of the Catch Basin below Lot 7 and above the wall of Mansfield Court in order to collect storm water run-off from the hillside. } t, /Sf r t 1T'r r� t/d/f/ 1 I ff �!'��/�''(5 f Darrel irath Signed: J s Date: '7,/la c1/24,/i __..,. i .....-........................_.......«,............,........, o• ..... .. ........................... ....,.. .,,.,.,...,,:::,.,,...., .u::.:..wr�r r:..r..x..:.:,o..,.................m::.::... .:.....:.w>:»,::,»:::::::::::::::.::.. FIRST RATE www.iratemtg.com "Visit us online at www. 1 ratemtg.com" Member: Address: Phone: 425-451 -8250 Mortgage Bankers Association of America 2 110 116th Avenue N.E., Suite E Fax: 425-45 I-8252 King County Association of Realtors Bellevue,WA 98004 Toll Free: 888-251-7436 � _ �— 11.1 Zile° C _ ) co • ,\' • ' I 1 M. ,, i • , . '7�1 -Iirc 'ti r 1. •.a.''.l'9 •i t iI'/{f'� )r7J •YT+ • ?--, rvl. �r -+ fir • I F^^'•� �.�C. g j[ {7 4.p { t { 'me . • r�,, _ .Il 'j!.r' 1 .i. •rp•{I 1 -I r r, t� +r' • y C/•�.. '�.'(1 :III it? ' .... -I' It tl '�i rCC �����\\\\ 1 Fj.. 8` �S/ r, -age , alylr_ /!} '• r '• a' • ia(T{Lr ' +� � ! 1 • cr , i 1 I� t , F. • 1 n. �. _ ` 1 . `." '1 �• I 11LiS T � t 4. . f,+ +•�`� rat 1 , i 1. . 11 , . •t� 1 ^ r r A ' [77Q3 '� S ,' r , 7 • Y• 1 1 '1 '• 1 • R c....) _ — " rr,• ' :V• DTI . •, ' ••4 � � ' •F i tic::::::) 1'[ 1� .�F I �1 )• • +!+= ,'� A 't r � � M it � •h` rr t �. 1 , ,r1y �.t • �t� lli•� Y 1�, �' �tit/f'Il ' i e. 1 _ 'q'p�,,`r� rrr ' Ili �y � • Pr� .• Jr- • //�� r� . �. 111gt1 'a1, IP jj?I t I^1, , r f . -; � „ •. • 1X�:.J • I . " i '1 1;(!1 6'., r P 34. fi 7r VV y "r. I Y - t A.'I r.., , p t' .. . 1 r . 1-41jI' t � ' kr 1 I rillts ` /� I k -.I `J. tl iv, ✓ . Jit . • ` Lt s • � GI, .Y 1A 1r•} ' tl y.1. 1 1- • • , , 1� J\ yy Lp Lit kr Cli • ,1 1 it 21 i . , i ir\CCIIMINIIIMII:1-. - ' kile • . isrN. OS ... Of ya t'I ' . • • ill".4%%„,,,,..c.) e . • 4 • , II JI Mir Sr\,'- , �.' .. t I � , - ,.1', . :11 411 11 '-ao • •• ri • I. .....v-...,.,'iI, • ui • , e 7A ' 1i,. • 1 1111111�Ql� ", 1 1 i • y : r," }r, t y v .r t� h 1, '' 3- 1 Ir IrsIn „l Irµj 1 .^4I r rly _ r _ - - • r ( 1ti fjj I r y `t J,- )I' r 1�'Jt/�..„ - c •1 1R,�,' 1 - 7- 1 i/ 4ii A • 1 _ I, �,tl.I� •, y —, _ ! r' a (y {�1 alli (igiNXENiii•S ' . MS . . �y "e C , MINN I ry V 1l .''s is j'k' i k • I '«I _ j� • \ '* rj S'1 S 1 r t° is • Ills Y--- , • R u _ r • rt 1 - / r1` . • 1 / • j• IIt -e.•,•.v7-..rn*'.*''i'ts'.''a'#.-a*-a-.ae ll'4i1.l•. . 4,1r1 I.„-, / •/,ram • •'7. 9•, 1h •y� f . 1 s f r 0.i t_••.• 1 t."-,•i 14 t_.*0,S.i i-, t 1 , 1r /� 4 1 t^ 1 ;i7-t: r i , + t;���IrrP��YII t •.. r,,,,, " J r: ' -�~• 1I.i••i,a.•4;•N__';1,L,i.•i2.tv...,.1e-.11r,.•.•l,i."•„7••1•irk• " 1/4 - - ,) 4 ,'" , ;' ,. r ‘ ry lr-.tl " r ' c t ; ' h 91 l i Ier w'- . t, cw �.-t 1 ` - ill"- 'R'r{Lf' r .,11 ' "�,. '' 1,( l{'' ,.! ty� .° r 'Y!• tri.}Iti.' ''t y yam e • • >•µa tt;, j ` s I.r i • 1 '` Y11, > , vf' a '� • Ii 1 J r 14, ^u''. .:1 ti 1 w q'at - _ . /. 1' . • . , * ' It ^ ' .♦ , . fir. 1 ,' , 1 :r , . - � ;' lfrll1% . f J 4 aA.„, 1 I -'fir' ' '1�7 yJ'` 1 r J /'. '� �. 1 �. ' t1 •,. s • - Z' 7P ;� a- .' r•., 4 4. , 'r :.Y ai' - *AFP•' f`" 1 � _ T.•11 •, • i 11 )1 "1 . �s, G1� Y 0 p p m Water Minimum Requirements #2 ENGINEERING DEPARTMENT S JUN 2 7 2019 904 6th Street Anacortes,WA 98221 4�+ �� \vww.anacorteswa.gov \.,Y`.gCU XS CITY OF ANACORTES Official Use Only: (Information to Inspectors) Required Storm Water Facility and other related requirements: recN to% Paw" s lo«' -'ice Project Address: 381 b ett76.-L-L-o Rom(ep.1) Submittal Date: bto. Parcel Number: F 331op Revision Number: Permit Number: Acceptance Date (COA): Reviewer: 'S l, to c FRONT OF REPORT A¢ . Submittal Checklist: o TAB 1 - Drainage Analysis— Minimum Requirement#2 tb•24.11 eT—PAR-PENDlX -Survey-perforrned by a-Professional-Land Surveyor sx-Cscm k'mAcoOO" e—APPENDIX 2 - Model Soil Management Plan for BMP T5.13 0---APPENDIX 3 - Determining Construction Site Sediment Damage Potential (Appendix 7) p -APPENDIX 4- Site Plan with all applicable information (Minimum Size 11x17—30 scale) QAPPENDIX 5 - Documented Site Photos (North, South, East and West) Project Description: (What is it you are looking to do?Provide details regarding, but not limited to, Lot SF, Home SF, New and Replaced Hard Surface) 4 ( ti) VIA) A pgif—t edL fg.. /4_ - (LA - 54"t t -j-- LA'kA tir ALL 5tt ;max414'' �:fvt Existing Site Conditions Summary: (Additionally, provide information on previous permits, if any, like Grade and Fill, Clear and Grade, topography, vegetation, drainage, Critical Areas adjacent to the site and how it may affect this project if soils are disturbed, Soils Type (Included in Soils Analysis Report), Erosion Problem Areas, Construction PhasinglSequence) '-�� C ( f o���' 7G� i -Vt . /1f1�i'flo* �t> �u . 4/ti ' t. Version Date: December 19, 2018 I qill Developed Conditions Summary: (Additionally, to be shown on the site plan. Identify cut and fill areas, proposed slopes of all hard surfaces, proposed contours) Site Sediment Transport Score: Z, Total Points (Highs o�wjee Determining Construction Site Sediment Damage Potential(Appendix 7) Complete the Applicability Requirements—Flow Chart (Figure 1-2.4.1 Attached, Figure 1-2.4.2 Attached and Figure 1-2.5.1 Attached) - Highlight the path and attach DOE Stormwater Management Manual Minimum Requirements: Refer to the 2012 Department of Ecology Manual, as amended in 2014 for further required information. JUN 2 7 201R CITY OF ANACO T FS Version Date: December 19, 2018 Does the project result in 2,000 square feet or more,of new plus replaced hard surface area? OR Does the Nand disturbing activity total 7,000 square feet or greater? T Yes ---� N M r Requirements#1 through#5 apply to the new and replaced hard Minimum Requirement#2 applies. surfaces and the!'and disturbed. Next Question Does the projiect add 5.0OC square feet or more of new hard surfaces? OR Convert 4a acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? ir Yes No V All Minimum Requirements apply Next Question Is this a road to the new hard surfaces and the ► related project? No converted vegetation areas. Yes Dces the project add 5.000 square feet or more of net/ hard sufaces? Yes No S the total of new plus replaced hard surf:-,:es Do the new hard v 5,000 square feet or more, surfaces add 50%or No No additional No AND more to the existing 411 does the value of the proposed improvements requirements. hard surfaces within - including interior improvements-exceed the project limits? 50%of the assessed value (or replacemenr. varue'I of the existing site improvements? } Yes` — All Minimum Requirements apply to the new and replaced hard surfaces and converted vegetation areas. Yes Figure I- _ _2 frke_cv Oa.Z(47-l4 Flow Chart for Determining Requirement_, for Redevelopment DEPARTMENT OF rtrittrf:s ECOLOGY Diease sze,hG,c_,b• w.ecy.wa.gov capyr.�ef.ntrnt l tfor copyr oluding permissions, • ::3te of Wasnington imitator of Utility,and disclaimer. JUN 2 7 2fl'9 Version Date: December 19, 2018 aIV� CITY OF ANACORTES TAB 2 (MINIMUM REQUIREMENT#2) • 1-2.5.2 Minimum Requirement#2—Construction Stormwater Pollution Prevention Plan (SWPP) - All projects are required to complete Minimum Requirement 2. - Refer to the 13 Elements of the SWPP (See document below, complete and attach) - See attached Table 4.1.1, Table 4.2.1 and Table - Provide Engineering Calculations as an attachment for Sediment Ponds\Traps, Diversions, Waterways and Runoff/Stormwater Detention Calculations. r C (k� peR)ej C E1 -3L EgROWil G 1 JUN 2 7 21 CITY OF ANACORIES Version Date: December 19, 2018 Table 4.1.1 Source Control BMP's by SWPPP Element Element#1 Element#2 Element#13 Element#5 Element#6 Element#9 Element#11 Element#12 BMP or Element Name Preserve Establish Protect Lour Stabilize Protect Control Maintain Manage the Vegetation/Llark Construction Soils Slopes Pollutants Bru1Ps Project Impact Clearing Limits Access Development BLIP C101: Preserving Natural Vegetation V Br.1P C102: Buffer Zones V V BMP C103: High Visibility Plastic or Metal - V V Fence r BMP C105: Stabilized Construction / ✓ Entrance /Exit BLIP C106: Wheel Wash V BMP C107: Construction Road/Parking \ V Area Stabilization \ BLIP C120:Temporary and Permanent V V Seeding Br.1P C121: Mulching V ✓ BLIP C122: Nets and Blankets ✓ ✓ BMP C123: Plastic Covering V BMP C124: Sodding ✓ BMP C125: Topsoiling /Composting V BMP C126: Polyacrylanide for Soil Erosion V Protection BliP C130: Surface Roughening V V BMP C131: Gradient Terraces V V BLIP C140: Dust Control V BL1P C150: materials On Hand ✓ V Br.1P C151: Concrete Handling V BMP C152: Sawcutting and Surfacing V Pollution Prevention BLIP C153: LI ate rial Delivery, Storage and V Containment BMP C154: Concrete Washout Area V BLIP C160: Certified Erosion and V V Sediment Control Lead BMP C162: Scheduling V. D Li dIt , l ir '� JUN 2 / l --- M rp-41' 1.. i1i ! __,2 CRY OF ANACORTES Version Date: December 19, 2018 Table 4.2.1 Runoff Conveyance and Treatment BMP's by SWPPP Element E avant#4 P Eletriorrt 1118 ` Floment 413 Element 413 Element 1�5 Element N7 Element N9 Elerrrxnt#111 OMP or Element Name Control Installprotnrt Piloted # S4abliizo Control Control Do F'rolcct Low Flaw Rates Sediment Slopes Drain Inlets Chrrr�nofs Pollutants Watering , C.oa1tJ-ols _ and Outlets , Xereloptnent 881P c20(1: anteraept r Dike and Swale / v 8MP C20'tt Grans-Lined Charrsrult: f 5 AP C202:Channel Lining ✓ t' P C203; V15tur Bars t% ✓ BMP C204: Pipe Slope Drains J LIMP C208: Subsurface Dralrrs V 1 ___. , BMP C206: Level Spreader v 1. BMP C20T: Check Dams V 1 ®MP C208; Triangular vialt DIM (Gaotexllle, ✓ V Encased Check Derr) ____ BMP C209: Outlet Protection BMP C220: Storm Drain Inlet Protection- BMP C231: Brudr Barrier / / +— — — — —_,—. I3MP C232. Oreval Filter Berm ---6,— -- — I MP C233: SIIlt Fence V ISMP C234: Vegetated Strip >< / V tiMF' r:236: titles .f BMP C236: Vegitotl�te Fiitraticen %- .../ BMP C2 C: Scditt►arit Trap 7 BMP C241: Temporary SediirtrerM Pond - BMP C250: Construction Stormauter Chemical Treatment BMP C251:Construction Stornmeter Filtration 13MP C252r High pH Neutralization 1lsim0 COI BMP 0253:pH Control for High pH Water 1 _ V - \ 11 Pc: ri,--.‘ ri w 1 .. ., --14), L,L: 0 R.___=i p:ii , , ,_,-, !) lj 1r Crni OF ANAC-ORT Version Date: December 19, 2018 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed Above from the 2014 Stormwater Management Manual for Western Washington (SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community, & Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. Owner Name: ZjP-u-t-l-rsr•� { Yhat2-6c2U'T '�+� Site Address: O10-L-&Az) t V--be5� . - - ^ Prepared By:tL t "3"1?1.11et-.1 ►C 62.4;) The Stormwater checklist or building permit determined that: El The 13 elements must be addressed ❑ These elements must be addressed for construction activity adding under for construction activity adding 2,000 2,000 sq. ft. of hard surface area. sq. ft. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, explain the best management practices (BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits ❑ Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. ❑ Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. COO r2 - tie-)Lc)L c1 611 ✓��S� �� X 5e c vv`r K�vs JUN272019 Version Date: December 19, 2018 CITY OF ANACORTES ELEMENT 2: Establish Construction Access ❑ Limit construction vehicle access and exit to one route, if possible. ❑ Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking onto roads. ❑ Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. ❑ If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (ex: wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. ❑ Conduct street washing only after sediment is removed in accordance with the above bullet. ❑ Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. C-7 lar5 ( t--t;f2E' S ( 5 -rig-k)1=.70 1-k-) ELEMENT 3: Control Flow Rates ❑ Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. ❑ Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvement (e.g. impervious surfaces). ❑ If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. C t f iv; sib.// 4 rn r SO_e_4 ' . Wi JUN27 2U1 Version Date: December 19, 2018 CITY OF ANACORTES ELEMENT 4: Install Sediment Controls ❑ Design, install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. ❑ Construct sediment control BMPs (sediment ponds, traps, filters, etc.) as one of the first steps in grading. These BMPs shall be functional before other land disturbing activities take place. ❑ Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. ❑ Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. ❑ Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. ❑ Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. ❑ Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. r I frvi .ej 676 14-ttlzA vl <', - S t i 7 12) i lYACL ELEMENT 5: Stabilize Soils ❑ Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. ❑ Control stormwater volume and velocity within the site to minimize soil erosion. ❑ Control stormwater discharges, including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. ❑ Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season (May 1 —Sept 30): 7 days o During the wet season (Oct 1 —Apr 30): 2 days ❑ Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. ❑ Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. ❑ Minimize the amount of soil exposed during construction activity. ❑ Minimize the disturbance of steep slopes. D MINEEMN ❑ Minimize soil compaction and, unless infeasible, preserve topsoil. UN Version Date: December 19, 2018 JUN 2 7 2019 CITY OF ANACORTES ‘ YY\? CI 1(1 - a ID c) t E->c 0.-vi A e2;..4-5 -/cam 5:4is b,.5 /tom ELEMENT 6: Protect Slopes ❑ Design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (Ex: track walking). ❑ Divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. ❑ At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10- minute time step from a Type 1A, 10-year, 24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as "landscaped" area. o Where 15-minute time steps are available in an approved continuous runoff model, they may be used directly without a correction factor. ❑ Place excavated material on the uphill side of trenches, consistent with safety and space considerations. ❑ Place check dams at regular intervals within constructed channels that are cut down a slope. ❑ Consider soil types and its potential for erosion. ❑ Stabilize soils on slopes, as specified in Element 5. ❑ BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. 0 11 I v r-P—Z -''f cw r • — JUN 2 7 7014 11 Version Date: December 19, 2018 CITY OF ANACORTE ELEMENT 7: Protect Drain Inlets ❑ Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). ❑ Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ❑ Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. ❑ Inlets should be inspected weekly at a minimum and daily during storm events. t11.�,(2_-&- 11---e_Z-.. ruo 0 e_At-..._ tr,\_,,Qz;- .- t m---((itt /1- 1---A 4E,ceiv4- . C f1, '-1-k/i d 1 5 i t,, Kier-„n _- c9 ELEMENT 8: Stabilize Channels and Outlets ❑ Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. ❑ Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first, then add check dams as necessary to function as an anchor and to slow the flow of water. `± I/1 e fL --I--i3O /00 ell a 0 ,‹ enR 0 ce_4 (,)rat -II(e r. EHi mr - JUN27 2019 h Version Date: December 19, 2018 CITY OF ANACOR;Q ELEMENT 9: Control Pollutants ❑ Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants. ❑ Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. ❑ Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. ❑ Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. ❑ Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland land application, or to the sanitary sewer, with local sewer district approval. Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. ❑ Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. El Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources. The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping, and mixer washout waters. Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. ❑ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. ❑ Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. ❑ Woody debris may be chopped and spread on site. ❑ Conduct oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures, such as drip pans. ❑ Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle. F / CJ 1D1 A 11) 6 Y YYYYYY J , Version Date: December 19, 2018 CITY OF ANA(A) ELEMENT 10: Control De-Watering ❑ Discharge foundation, vault, and trench dewatering water, which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. ❑ Discharge clean, non-turbid de-watering water, such as well-point ground water, to systems tributary to, or directly into surface waters of the State, as specified in Element 8, provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State" may exist on a construction site as well as off site; for example, a creek running through a site. ❑ Handle highly turbid or contaminated dewatering water separately from stormwater. ❑ Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. ❑ Construction equipment operation, clamshell digging, concrete tremie pour, or work inside a cofferdam can create highly turbid or contaminated dewatering water. ❑ Discharging sediment-laden (muddy) water into waters of the State likely constitutes a violation of water quality standards for turbidity. The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. I C-L AJO OA, (17,c)j‘ec JUN 2 7 2019 CITY OIL ANACORTh ELEMENT 11: Maintain BMPs ❑ Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. ❑ Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. ❑ Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction. All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it Version Date: December 19, 2018 shall be removed and the facility shall be returned to the conditions specified in the construction documents. ❑ Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. 0re7'i-rtg.:i4 E 2 t.+-3 E 1 3/✓J or.--t S r 2 /� .-�e-SZ. Belk T 01 04-i ' t PA IS ELEMENT 12: Manage the Project— Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL) for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. ❑ Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. ❑ Inspection and monitoring — Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. ❑ Maintain, update, and implement the SWPPP. ❑ Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g., subdivision approval). ❑ From Oct 1 through Apr 30, clearing, grading, and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance. The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. ❑ The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. I) [2 Cil'5-: 11 ‘'fi FrE.-: / �p 7 t CITYO-ANAuoHIEd Version Date: December 19, 2018 J f 1/1 J 1 Lk- (�I 1�a, Or\ -6( �%c ��i4c_ ELEMENT 13: Protect Low Impact Development BMPS ❑ If implementing any bioretention facilities or rain gardens, refer to the applicable BMP sections of the Manual for requirements. ter► , n)) y S. 5 ZVI) was i (_- Applicant Signature Date fj1 [1 \V/ rr .N27 2019 CITY OF ANACORTES Version Date: December 19, 2018 TAB 5 (MINIMUM REQUIREMENT#5) • Minimum Requirement#5—On-site Stormwater Management All sites are required to utilize BMP T5.13— Post Construction Soil Quality and Depth. For each surface, consider the BMP's in the order listed for that type of surface. Use the first BMP that is considered feasible. No other on-site Stormwater Management BMP is necessary for that surface. Feasiblity shall be determined by evaluation against: 1. Design criteria, limitations and infeasiblity criteria identified for each BMP in this manual, and; 2. Competing needs criteria listed in Chapter V-5—On-site Stormwater Management. Lawn and Landscaped Area: • BMP T5.13: Post-Construction Soil Quality and Depth. (Attach Detail in Report) Refer to this site for requirements and specifications. All projects are required to utilize this BMP. http://www.soilsforsalmon.orq/pdf/Soil BMP Manual.pdf See below for the "Model Soil Management Plan for BMP T5.13" to be submitted with Drainage Report and Application Material. .1]EgINW/ flill/i JUN 27 2019 1J CITY OF ANACORTE6 Version Date: December 19, 2018 APPENDIX 1 —Survey performed by a Professional Land Surveyor 06:2-C•-t41 („sc: --ts.,-r-Tx.c.k.L.-.-_-.D) 12 pig nmrg Dg JUN27 901'1 CITY OF / t ;,,— Version Date: December 19, 2018 Details for Parcel: P33100 .L� ._.Stir Jurisdiction: ANACORTES ;���',a �• Zoning Designation: Please contact the city of ANACORTES for ANACORTES zoning information. 1 • '- Recorded Documents Documents scanned and recorded by the Auditor's office Excise Affidavits Document scans of excise affidavits Septic System Septic system information Parcel Number XreflD Quarter Section Township Range P33100 350230-0-109-0001 SE 30 35 02 Owner Information Site Address(es) Map Links READ GRAHAM A & READ MARGARET J 3816 FIDALGO BAY ROAD Open in iMap 3816 FIDALGO BAY RD Anacortes, WA (Jurisdiction, State) Assessor's Parcel Map: ANACORTES, WA 98221 Zip Code Lookup I Site Address Information PDF I DWF Current Legal Description Abbreviation Definitions (TAX 39) THAT PORTION OF GOVERNMENT LOT 7, SEC 30, TWP 35, RNG 2 DESCRIBED AS FOLLOWS; BEGINNING AT A POINT WHICH IS 390.86 FEET NORTH 89-25 EAST, AND 294.8 FEET SOUTH 0-35 EAST OF THE CENTER OF SEC 30, TWP 35, RNG 2; THENCE SOUTH 0-35 EAST 196,6 FEET; THENCE NORTH 89-25 EAST 472 FEET, MORE OR LESS, TO THE COUNTY ROAD; THENCE NORTHWESTERLY ALONG THE WEST LINE OF THE COUNTY ROAD TO A POINT 196.59 FEET NORTH OF THE LAST DESCRIBED LINE; THENCE WESTERLY 414.42 FEET, MORE OR LESS, TO THE PLACE OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF ANACORTES FOR ROAD PURPOSES; ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY PURPOSES RECORDED UNDER AF#542864 2018 Values for 2019 Taxes* Sale Information 2019 Property Tax Summary Building Market Value $454,500.00 Deed Type WARRANTY DEED 2019 Taxable Value $551,500.00 Land Market Value +$97,000.00 Sale Date 2008-05-02 General Taxes $5,204.38 Total Market Value $551,500.00 Sale Price $540,000.00 Special Assessments/Fees Assessed Value $551,500.00 Total Taxes $5,204.38 Taxable Value $551,500.00 * Effective date of value is January 1 of the assessment year(2018) Legal Description at time of Assessment *Land Use WAC 458-53-Q30 Neighborhood (21AVIEW) ANACORTES VIEW RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities *SEP, WTR-P Acres 0.82 Improvement 1 Attributes Summary Building Style TWO STORY Year Built 1978 Foundation CONCRETE Above Grade Living Area 901 Square Feet Exterior Walls SHAKE/SHINGLE Finished Basement Roof Covering COMP *Total Living Area 901 Square Feet Heat/Air Conditioning HEAT PUMP Unfinished Basement Fireplace S2 - STEEL *Total Garage Area 1506 Square Feet Bedrooms 2 Bathrooms FULL BATH, HALF BATH For additional information on individual segments see Improvements tab * Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning. Please contact the appropriate planning department in your jurisdiction for land use questions. * Total living area includes above grade living area and finished basement area. * Garage square footage includes all garage areas; basement garages, attached garages, detached garages, etc. Assessment data for improvements is based on exterior inspections. Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. D [E@ frAl il crin mrt. JLJ272o,, 9 a.. CITY OFA ,, _ f lii/i4r r 1 li, LUELLA HENRY SKA,G+T rr'..'ri r Y AUDITOR RO F1,lr q AM I1 : 00 ReQ SJ T ;')i- D E S C R I P 'f I O Nr CENTER OF 3EC 30. - Fes. N That portion of government Lot 7 , Section 30, Township 35 N, ° 390 Air PROfCCTED E-1a/ CENTER-L.W,E .." —_e„.. Range 2 E, W.M. described as follows: ( c � g0 Coaasaencing at the NW corner of said Government :.et 7; Thence: N 89°49'42" v, along the North line of said Government Lot 7 390.86 feet; Thence: S 0°10'18" F. - 294.900 feet to the true point of 3 t beginning; O A Thence: Continuing S 0°10' 18" E - 196.600 feet; . aJ Thence: `1 59°49'42" E - parallel with the North line of said Goverment Lot 7 - 472.000 feet more or less to the West line of h an ex iating County Road Thence: Norttuteeterly, along the West line of said County Road ` to a point which bears N 89.49'42" E - a distance of 414. 42 feet �`l. IV cf.9 4,9 41,e 16--110.9.�c tram the true point of beginning of thin description; f4 S ��� I>O• � llr . _ _ _ . " Thence: S 89°49' 42" W - 414. 42 feet to the true point of A' . 'C beginning. • S i/k ^_ - -. R_XC£PT: Roadways thereof. Mian.Fnd. �3 _ • Situated in Skagit County, Washington. - V C.) r'r r ii RI__ c `_ _ 1. The client's previous legal description shows a bearing of \• ' N 89°25' P which appears to be the bosring of the E - W center- • • ' line of Section 30 as shown on earlier purvey drawinga. 7__ ®\714s) \ \,-)P- I2. 7:Nc,,,cti:a.t14. bearia=g of the centerline of Primary State highway No. 1 �,� N •�,�r2s� 'ffee 25°23°C� (cos their P & P dated March 6, 1956) . i, \ 3. The NE end S? property corners fall what into existing roadway. o REFERENCE Pr r rr 17 , ,, C., fi . 0 AR i RON A'/frgi i) \ !I ); --- . V__ ;I L_,i 14 t 1 i 1. ! I 1] JUN -E MD: .0 /.V-/4/ '. . . LAND SURVEYOR'S CERT1r 4401.: }}no�d: ( `_ q a a� �.J-U t C Ii� y1 ,\•iIj `1 f ". _�,1 7,---,.,, A:gL,ITOF'S -.'LhTIFICATF:: THIS MAP CORRECTLY REP�sWNTS A SURVEY MADE ' ` �1k�-, \'.d1J 7 i� fI BY ME OR tJHt)ER HY IDIR.I '11I• ' IN CCONF'ORMANCF. c ;, c `'!/ v RC." ,,'7S WITH THE HEW c 0 r . 1:.1:1 f HECORG Tit i„ . . T ()Ai 1� 1 42•It•tE:MENT. THE S,'itVEY RECORDING ACT AT THE REQUEST ")T John L. Houston in January, 1975. j a-i it:OP. . . A. 1?. 1?F h , r . . ./. . . . •JF ti;'NAEY, Al t\nacortes, February 25. 1975. `^ r A .! . I. 4. . . . A7 THE RFc ES7 OF .*IQLIM .I. .VALIa 1 F JOHN L. HOUSTON • �!� S V•q �� Route 2, Lax 755 F'kLF'i.F�.L,' �. 7 °I E� � ���y 411 oqV �'� .r" ti ! V4"� Anacorteu, Wn. 98221 •_ - •rxt;Tti' F'i1127n^ '. ' +� Cer•tific:ate Hu. -.!o36 , > y-. - SCALE . 1" a 50' i FA4v:: H`i, JJV N +. 139-75 �-G�-� eLs4 �' 3�f• HATE. 2-25-75 i a ,'Rk":r.t• F•)• . 17,4T'. . 139-75 a .r� rSTE�S®fir :.' • i f\ % U t. 't I H7'1 vie At 1RK ,,' see above ` ♦. to., ..,, Ji!HN J. .';.C:AI . ASS(?C"lATES MEbi:,TAN: 1 2.7U1 ,.:otnreeriad1 Ave. , AnaLurtes, wr,. des =d local a Vidfri i 113 .& APPENDIX 2— Model Soil Management Plan for BMP T5.13 Note: Document is provided under Minimum Requirement 5 in this document MilLrJUN272019 CITY OF ANACORTS Version Date: December 19, 2018 E `�" O V PROJECT INFORMATION "Model Soil Management Plan for BMP T5.13" age # of pages Complete all information on page 1; only site address and permit number on additional pages. Site Address / Lot No.: Permit Type: Permit Number: Permit Holder: Phone: Mailing Address: Contact Person: Phone: Plan Prepared By: ATTACHMENTS REQUIRED (Check off required items that are attached to this plan) Site Plan showing, to scale: Areas of undisturbed native vegetation (no amendment required) New planting beds and turf areas (amendment required) Type of soil improvement proposed for each area Soil test results (required if proposing custom amendment rates) Product test results for proposed amendments AREA # (should match Area # on Site Plan) PLANTING TYPE Turf Undisturbed native vegetation Planting Beds Other: SQUARE FOOTAGE OF THIS AREA: square feet SCARIFICATION inches (depth) of scarification needed to achieve finished total 12" loosened depth. Subsoil will be scarified PRE-APPROVED inches of compost or imported topsoil applied AMENDMENT METHOD: X 3.1 (conversion factor, inches to cubic yards) PRODUCT: Topsoil import = cu. yards per 1,000 sq. ft: Amend with compost X ,000s sq.ft. in this area Stockpile and amend = cubic yards of amendment -+ —+ - > — —> QUANTITY: CU. YDS. ( cu. yds. stockpiled) (needed to cover this area to designated depth) CUSTOM AMENDMENT Attach test results and calculations. Topsoil import inches organic matter or topsoil import PRODUCT: Topsoil & compost lift X 3_1 Amend = cu. yards / 1,000 sq. ft. Stockpile and amend X ,000s sq.ft. in this area ( cu. yds. stockpiled) = cubic yards of amendment —* —* — — QUANTITY: CU. YDS. MULCH ,000 sq.ft. PRODUCT: X 6.2 (conversion, to give 2 inch mulch depth) = cubic yards of mulch —* — —* —* -* —> QUANTITY: CU. YDS. TOTAL AMENDMENT/TOPSOIL/MULCH FOR ALL AREAS (complete on page 1 only, totaling all areas/pages in this Plan) ❑ Product#1: ❑ Quantity: cu. yds. ❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no) ❑ Product#2: ❑ Quantity: cu. yds. ❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no) ❑ Product #3: ❑ Quantity: cu. yds. _ ❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no) Date: Inspector: Approved: Revisions Required: Date: Inspector: Approved: Revisions Required: TIORIIV-1- 1 JUN27 2019 Version Date: December 19, 2018 —1 CITY OF ANACORTES APPENDIX 3— Determining Construction Site Sediment Damage Potential (Appendix 7—NPDES Phase II Permit) Note: See attached pC� C� l� � 1�lI JUN 2 7 2019 [I)j Version Date: December 19, 2018 CITY OF ANACORTES Western Washington Phase II Stormwater Permit APPENDIX 7 — Determining Construction Site Sediment Damage Potential The following rating system allows objective evaluation of a particular development site's potential to discharge sediment. Permittees may use the rating system below or develop alternative process designed to identify site-specific features which indicate that the site must be inspected prior to clearing and construction. Any alternative evaluation process must be documented and provide for equivalent environmental review. Step one is to determine if there is a sediment/erosion sensitive feature downstream of the development site. If there is such a site downstream complete step two, assessment of hydraulic nearness. If there is a sediment/erosion sensitive feature and it is hydraulically near the site then go to step three to determine the construction site sediment transport potential. ii. STEP 1 —Sediment/Erosion Sensitive Feature Identification Sediment/erosion sensitive features are areas subject to significant degradation due to the effect of sediment deposition or erosion. Special protection must be provided to protect them. Sediment/erosion sensitive features include but are not limited to: i. Salmonid bearing fresh water streams and their tributaries or freshwater streams that would be Salmonid bearing if not for anthropogenic barriers; ii. Lakes; iii. Category I, II, and III wetlands; iv. Marine near-shore habitat; v. Sites containing contaminated soils where erosion could cause dispersal of contaminants; and vi. Steep slopes (25% or greater) associated with one of the above features. Identify any sediment/erosion sensitive features, and proceed to step two. If there are none the assessment is complete. iii. STEP 2— Hydraulic Nearness Assessment Sites are hydraulically near a feature if the pollutant load and peak quantity of runoff from the site will not be naturally attenuated before entering the feature. The conditions that render a site hydraulically near to a feature include, but are not limited to, the following: i. The feature or a buffer to protect the feature is within 200 feet downstream of the site. ii. Runoff from the site is tight-lined to the feature or flows to the feature through a channel or ditch. @NIOTAI:j JUN27 2019 August 1, 2013, Modified January 16, 2015 Appendix r'- DeterrninMegrOYC7a9IT s Potential Page 1 of 3 Version Date: December 19, 2018 A site is not hydraulically near a feature if one of the following takes place to provide attenuation before runoff from the site enters the feature: iv. Sheet flow through a vegetated area with dense ground cover v. Flow through a wetland not included as a sensitive feature vi. Flow through a significant shallow or adverse slope, not in a conveyance channel, between the site and the sensitive feature. Identify any of the sediment/erosion sensitive features from step one that are hydraulically near the site, and proceed to step three. If none of the sediment/erosion sensitive features are hydraulically near the site, the assessment is complete. vii. STEP 3 —Construction Site Sediment Transport Potential Using the worksheet below, determine the total points for each development site. Assign points based on the most critical condition that affects 10% or more of the site. If soil testing has been performed on site, the results should be used to determine the predominant soil type on the site. Otherwise, soil information should be obtained from the county soil survey to determine Hydrologic Soil Group (Table of Engineering Index Properties for step 1.D) and Erosion Potential (Table of Water Features for step 1.E) When using the county soil survey, the dominant soil type may be in question, particularly when the site falls on a boundary between two soil types or when one of two soil types may be present on a site. In this case, the soil type resulting in the most points on the rating system will be assumed unless site soil tests indicate that another soil type dominates the site. Use the point score from Step 3 to determine whether the development site has a high potential for sediment transport off of the site. Total Score Transport Rating <100 Low El 00 High A high transport rating indicates a higher risk that the site will generate sediment contaminated runoff. 0 12 g ii \il 1 JUN2 7 2019 CITY OF ANACORTES Y Y Construction Site Sediment Transport Potential Worksheet A . Existing slope of site ( average , weighted by aerial extent) : Points 2 % or less . . . 0 > 2- 5 % > 5- 10 % 15 > 10- 15 % 30 > 15 % 50 B . Site Area to be cleared and / or graded : < 5 , 000 .s ft � (� Yam® q 5 , 000 sq . ft . — 1 acre 30 > 1 acres 50 C . Quantity of cut and /or fill on site : < 500 cubic yards . 500 — 5 , 000 cubic yards 5 > 5 , 000 — 10 , 000 cubic yards 10 > 10 , 000 — 20 , 000 cubic yards 25 > 20 , 000 cubic yards 40 D . Runoff potential of predominant soils ( Natural Resources Conservation Service : Hydrologic soil group A Co Hydrologic soil group B 10 Hydrologic soil group C 20 Hydrologic soil group D 40 E . Erosion Potential of predominant soils ( Unified Classification System ) : GW , GP , SW , SP soils 0 Dual classifications ( GW-GM , GP-G.M4GW- GC , GP- GC , SW-SM , SW- SC , SP- SM- ; ' SP- SC) 10 GM , G ,,CSC soils �20 ML , CL , MH , CH soils 40 F . Surface or Groundwater entering site identified and intercepted 1 : Yes No 25 G . Depth of cut or height of fill > 10 feet : Yes 25 No s _rr H . Clearing and grading will occur in the wet season (October 1 — May 1 ) : Yes 50 No CO -- 7 � TOTAL FOU i NTS eft 1 1 If no surface or groundwater enters site , give 0 points . ` � q 111 {: U_d \if �ry LY , � III 1 JUN JUN271 ►' r �l ; Ty OF ANACORTES S, APPENDIX 4—Site Plan with all applicable information (Minimum Size 11x17 at a legible scale) _In l II Wi lg.'? CITY OF.14rvA :« — ,�t f AO AI1O 61OZ L Nflr - ti _: j j 0 `[ ?ve JP % )T440 5:•51 cS q r.1 6\AA <c'/ • C _ rct aC3�j i7Z � c��� 2C1 tA-f ��fl'1 13 1-�� �7 Z Z cE W4 77-) of 27 dv,,Q 55_9-7DV T- Li.'-DrY-eQ,s,-4Q7 \LQI cs►ti�!S � �',z_ 3(1 W77 d\x\C-A 1 N t Pad s �*v APPENDIX 5 - Documented Site Photos (Show all directions of the site, including frontage) (Insert Photo Here) Location: Description of the photo: Photo taken by: AW 2 7 2019 CITY OF ANACORTES PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6'h Street, Anacortes WA 98821 2 % 2014 Phone: (360) 2934901, Fax: (360) 2934938 MISCELLANEOUS PERMITS: o Conditional Use Permit o Single -Family Residence in Public Use Zoning District Conditional Use Permit o Variance Request o Parking Variance o Home Occupation Permit o SEPA Environmental Review o Demolition Permit &Oil Tank Decommissioning o Zoning District Change o Annexation Request into City Limits o Mobile Home Conversion to Real Property o Manufactured Homes installed in Mobile Home Park o Manufactured Homes installed outside Mobile Home Park RIGHT-OF-WAY PERMITS: o Inside Traveled Way o Outside Traveled Way o Curb Cut Permit o Application for Utility Extension o Application for Encroachment Agreement ENGINEERING (PUBLIC WORKS DEPARTMENT) FEES: $1,000 $100 $100 $100 $100 $400 $6.50 (Residential) $25.00 (Commercial) $190 (Single -Wide) $300 (Double -Wide) $300 (Triple -Wide) o Engineering Plan Review Fees 0.57o approved engineering estimate for all public works improvements o Construction Inspection $500 + 1.5% approved engineering estimate for all public works improvements Page 2 of 2