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HomeMy WebLinkAboutPermit File BLD-2021-0971 3909 SR 20 Spur (3)�'; L- . m . . SITE DATA - , _. h.. __..........-_...,_.,.... ....... .... ......j2 ...__SI_TE......ADDRESS: 3909 STANKUS PLACE, ... �- I ANACORTES, WA, 98221 . ,€,..,��,�;�.M.�..rf...,..1•,...... � �.:{-� I.,.. f::�,��:!€� �...._ .................._ ........ �• ... .. • ........_....... NUMBER. P126635 '''�' � TAX ACCOUNT _..��l... f...")'. IH��;,..,, _� T 1" ; � I ,. �� .a � ZONING R2A ,. � , ,.,. `� � � � EX. 10' U TI L. � �� � � \ � .,,.......... ""`" P126633 OWNER /APPLICANT '-! P126632 ( � ESMT. AFN ,-- �'�-" "-���-� �-�., ..-"" � HOYER HOMES LLC ..-' -""��-� 2007090500.3.5 :� 1 ,..--" ���-''��"'��- �� � ,:�_�.�- - " �-MARYSVILLE, WA 98270 / �'� ��;� � �'`�. —� j �f PERT. STUBOUT .. � "�� � /,`�� \ l � �;;ti � �j CONNECTION (TYP.) PROP.,. -SEWER CIVIL ENGINEER � �ry`O ,;��� ,�' �-� �, 1 j-:. YARD �' LINE (TYP.) ,... ,:,........................................................... _........'_....___............................... INC. E P TRAN - OMEGA ENGINEERING l i � -. !,%j � 1 I �::.r .. `it ' \ W P w. -' <.. JOSE H SMEB PE , �`� � / `,J�` �� �, _ r....,.,..�a...__�� DRAIN � i�� 4` .. (6 F) ,� �� BERM C I 2707PWETMORE� AVE. „-., 01 S PROP SPLASH""` , , ., � �J `<;h; �.� ....` fi'ROP.' �� POWER N 0 J ,�f` ,%'.� `; � „ `'�`�, is '� 96' LINE (TYP.) S EVERETT, WA 98201 ` `� � ��SCO�k; WATER ,,,. � ^ +� LIMITS OF CLEARING,;.7,,, � 425.903.4852 ;` ;'%" �, \ � �" :, METER tt � ..........._ .........._ .__w ................... ;£ �, , i.,- '(� YP ��`�.�:; i; � � . b"J/ .�.,.,�., I F: 425.259.1958 .... . :f {` � }j -- � __�-r �__ '��� FLAGGING�.v- 7,287 SF O I Il CB/SUMPtW/ �� � 'j 2 � �. .: - - - - - - ' , r ( ) t .� I G' A80VE I®BADE FQR { ' ,. �,, DEV. FLO ,rj .� ' ,d. •�" ; •�°.• •.•'.. PROP. P1�2�6635 � -•' PROP. - ,, J COVERED .... , . •. , .., 1 EMEI�G�NCY OVERFLOW}�;,f��< �... ;�.' .'.•I G P _ PATIO ,.. "�r ............._....._..._..........�....,..... .�,:. ,a���? ':. BROWS . ; :.,,� � :,,;; E `�' TYP � � ROOF OVER ,. \ ..., , ,,; � cn,,- ' 20, .-' HANG 2,687 SF , `��:� �� 16'X7.5t' � •:; � � ,-` PROP. SFR �j �w �`�:•, LNFILTRATIO�V `�� � � f �. / /, �. '� 20' BSBL P126634.... _.. � �.....�.'........ ..................... ...., 20 ;. -, �..... �`� C 'J f ,', � , j I I � ' � ' ( J � � �e,\ _ � � I ;;%J j f ,�- _ x.,�.� � EX. FLOW ; � r� ��, P126630\ � ,�,t ;` �„ .�+ o -, iz�..; ARROW �� .,. ....., f � ' ,. ....._ ' }; �- � r �SDCO � � > � (TYP:) .,. r � s '® I —, I® I® I �`,� I l� (TYP.) '�, I� s �" r; ,- t1 V�:Ef; �"` PROP. ,'� f11�.'� /+ t' .. . ,.�..t,..,,. �.._.,.�., �.._. .,>. .lL...x,;..:.. � i' °�:.... ......_.' _ .....�...�_..., A INE / C ER fi; � ! .. I t rW-3 ..::,..... .,: ..�.�.... w.. � ; ED , W PROP,. ' .; :.,,., , _�,,w, . (E , P33219 ... :: �° � .. �:� :. ..�;m . `' 14 X7` 5 ,' P33224 � =.3 �_. ,- ��- INEtLTRATION f �' ,� �,.. , ........................................ I �r, ,,j�.... � I E�: R/W ............................................. EN CH I -° - ........... ;�:..::..;:... ., i — sip%� I.°3; r� ,.. ` �r ...,� . . ..�.., ,... ; �.,..,.....H .,.:s'"" / r( � j j .. . ._ ..__,,��; I ...................................................................................................................................... , j LEGAL DESCRIPTI®N (0.1800 AC) LOT 7 OF CITY OF ANACORTES SHORT PLAT ANA-06-009. AS APPROVED AUGUST 24, 2007 AND RECORDED SEPTEMBER 5, 2007 UNDER AUDITOR'S FILE N0. 200709050035, RECORDS OF SKAGIT COUNTY, WASHINGTON; BEING A PORTION OF THE NORTHEAST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 30, TOWNSHIP 35 NORTH, RANGE 2 EAST, W.M. TOTAL AREA m 0.18 Ac HARD SURFACE AREA SUMMARY TABLE GRADING QUANTITIES: PGHS (sfi� NPGHS (sfi� Total (sfl Existin 0 0 0 Removed 0 0 0 Re laced 0 0 0 New 601 2 687 3 288 New + Re aced 601 2.687 3_-288 Total Hard Surfaces 601 2 687 3 288 CUT = 120 C.Y. FILL = 120 C.Y. GRADING QUANTITIES ESTIMATED BASED ON CURRENT SfTE tNfORMATfflN 8c ASSUMED EXCAVATIONS NECESSARY FOR PROPOSED IMPROVEMENTS. t�,QN.••M •. S f^ : �� pF WAS/./y ° • e � � � • • • • ,�', •� O � •t 38835 •' (v ,� ••:FCISTEREo•• �� lil I'��= 30 HORIZONTAL SCALE EXISTING FEATURES NOTE: NO TOPOGRAPHIC SURVEY HAS BEEN SCALE 1 " = 2000' PREPARED FOR THIS SITE. ALL EXISTING INFORMATION SHOWN IS FROM OTHER CONSULTANTS OR BASED ON SITE OBSERVATIONS OR APPROXIMATED FROM INFORMATION AVAILABLE ON THE SKAGIT COUNTY WEBSITE. EXISTING DRAINAGE FEATURES ARE APPROXIMATE AND BASED ON SITE OBSERVATIONS. NOTE: NO BOUNDARY SURVEY HAS BEEN PERFORMED FOR THIS PROJECT. PROPERTY DIMENSIONS ARE APPROXIMATE AND HAVE BEEN PROVIDED BY INFORMATION AVAILABLE ON THE SKAGIT ..COUNTY. WEBSITE. NO ADDITIONAL SURVEY WORK HAS BEEN PERFORMED ON THIS SITE. EXISTING SOIL &VEGETATION NOTE: THE SOIL ANALYSIS FOR THIS PROJECT FOUND THE EXISTING SOILS TO BE LOAMY FINE SANDS AND MEDIUM SANDS WITH A DEPTH TO WATER TABLE OF APPROXIMATELY 36 INCHES BELOW GRADE. THE SITE IN THE AREA OF DISTURBANCE CURRENTLY CONSISTS OF PASTURE. DRAWING INDEX 1) COVER/EX. CONDITIONS MAP & PRELIM. SITE LAYOUT 2) TARGETED STORMWATER SITE PLAN 3) SWPPP 4) SOIL MANAGEMENT PLAN • •' • •. • � ■ � �� � � � �� � � � r ., , . . DATE _ 12,2�21 JOB N_O. 21-1010 SCALE 1" = 30' SHEET 1 OF 4 PFN: �.. � i i t � 1 3 � � � „f.1 ,.,. ,• u i.✓ ;... tt .... ``� � � � E X. 10' U TI L. ..... .� \'� �-- ESMT. AFN ....-� s_ ,,:. __ ._._.. _... t v / r, h .•' J ,,. f� ` -�ftJ '\t ' tr .� � .. �` � ;' f � '� f f� `t , J ' f Z� f l / Jf ft ff/ ?= Ij I =t {( Jf ' � {F I � CB/SUMP,i�W/ G��A�ED LID (RIM �ET 1 ,AB,�VE GRADE F'�� 1 EMER.GENCY OVERFLOW)• • �' �, (TYP.) \ `�` \� � ,� � � �� �, .��, �: \ •�_ `;'� '.,. ��;. �, \ \\ \ `•. l I .I � 1l' �. I , tic ,. t 1 :\ > �t.... i...€I�.... ..i........... .,.,. ; �� I. ..........._......_....__.._........_...._...................... I f'\ •4 `S ? E ..€mil -..... .� .I �" i:.. i�> aft,' I- � t;� �; R �' � r. .%� :� .' ........ ......... .......... ...5..._ ...-..... ...-...... 2007090500�-5 • �'� PERT. STUBOUT �. ��` CONNECTION (TYP.) ,-�� `•, �� 1 � PROP. D/W ,. �'� 12" TOPSOIL ,........_...�-:-�,:.......... a_�...__...�.... _.... „_.,.,.� At f .....,b 1 J BERM SPLASH""" jz :z _,�^ � 601 SF) � , --BLOCKS ��; :' (TYP.) t , it ...��?� ...... rt- �� r'� r-- ---------- �-',-- .. ....... ....... ......�. ........ � .. , .. .; ` %� � �' �d' ,%': •.a • ••I•° :' , PROP............................................................ .� DEV. FLOW f=� • E' I ED I .... ARROWS .I'•.; : • !• .� •J' G P -,, PATIO � , i ...._ .._.........w........... s.....� ......_......... ,...1::::4�..._..,,;f:;,..�.... PROP. 0 R (TYP.) %��� % °' . • •.r. % _ '� I � ` " r I��;� �: �, ��`•%. '�•• � i ' ,� I - � ROOF OVER ...�.'............._ ,;� _ I � =' HANG 2,687 SF ���' ,, 16'X7.5.' z� (� - „f I �. PROP. SFR ,�' ,. '` .. f ; f � • , � f,: r ... • I ,, ....� I Q`t = `� , `J ./ � ,�`, i I �. %. �� �,a �.. f .t I ri � ---;� e----------_�. — , if ��, F � _.,. :f •�� 1 f• {,'? EX. FLOW ;� ••`•. ,t,t f { � . ,�. ARROW _. , f � �� �,,• ` (TYP- •j Z :(TYP.): � o Q ' ', .....f I r. <��� �.,,. t�, r: �, / h`,, -: °; r I.:.� �i t!3 � > € t:�� ., I r i` ] f .l t' .:. YARD �:� DRAIN :�" ..! rl '�. �, ti ; .� �' 1 {t7 ,:' _ - � �, �, � ,. r, . • � r ................._t..............................................................< ;;.. PROP.' ,,- .J" CQ�VERED �' . .......... . `'?�'"�'�` '�'� INEYLTRA ION ' E�: R W �� / TF�ENCH r % %� %. / J ��................................_r...................................... r ,% ,. �.QN••'M'•S. o �� of wnsH�N r o • • • • .� • �O •,�: ` 38835 •` �� SS��NAL E� Figur+� V-4,`1: Ty�icai �a�wn��a�[t fntiltratic►n T[en�h P��n UieW _ 4' rigid ar 6't(ex60te patfarated pipe' ��--- - - - ---mil I i a infirirelian trend rcwi drain .. GYBrtIOYJ . Profile �'i��r �"�tq;�ura�n�x�f�� spia�ttbloclr per%n�led pipe C8 sump' v+fsolid Cl. s i�' vrushed rr?ck t ;� " •-%r' i' mirt r_ t` mir4 �� ]� � fine mesh s�resn ri Vt�riea. �. `tt3' min, y, mhr. �I �eO�tQC1 �"� fi9lr�rtabrid• _ ---•.` compacted bpakttil tF:�1- 1�iA�� _. �.eh rooF. dfaEli; fVLt'�74 5GALE �� Typical Dawns�vut 1nfil�raton Trench: Revised .curie 20i6 t�i;�at'�•rts�+�^�N�r pit= �:Q � �% � � Piease seR htipY/wwVrc�cy.wrr.poU/cophChtmt (arcopyrir�ht nut(ca'includir[g parmissians, 8tatd` of Was,tsingfoh iirnitraltan of 5ribitity; aqd d'asclaim�: 2l?19 SfQrrnwaferNiar��igemanf Manual �`©r VY�estem IAr'ashing%n Vcfume V- Chapfer4:-Page-709' �� 0 15 30 ���� — HORIZONTAL SCALE OMEGA /�� ENGINEERING, INC. ., . Know what's below. Call two business days before you dig. STORM WATER SITE PLAN ANACORTES STANKUS PL LOT 7 DATE JCB NO. _ _SCALE._. SHEET 12/2/21 21-1010 1 " = 30' 2 OF 4 �1 PFN: t. i ® . T lA EE._. EE.... {..1.1 .., .. ... . ,. i ;Y'E.i_.., v,` � \ .......... ......... ........ v 'II ;vfzw;t< I; I�� j'1;',v;, a •" ( % tui'" I i •`<•' t': I ' >.. •� , II- I it i e Ito IN IN. IN if If It i EX* 10 U TI L. •-e r IN I It if fit N-N III if R ADJOINING PROJECT PROPERTY SITE 2' MIN. OR 1 /2 HEIGHT OF FILL OR 1 /5 HEIGHT OF CUT N.T.S. CONST. NT. r'y i 200709050035 e EX. P TRANtiff 3 " INSTALL SILT FENCE ;i IF NEEDED , G ITS OF CLEAR IN MARK, R'K, 'W/.._.ORANGE. T ;{{ FLAGGING 7,287 SF) r + r r' _ ....... jr r' / r i1r rr r i ,. : I. r Fr r 1` f i / , t ` i JJ r �rf << EX. FLOW $f;:: ARROW �. t :. �' ' If Lill] t1? f EX:' R/W t� r / �jt ' �°::•°ter � I ri f , FILL FOR LANDSCAPING OR SOIL AMENDMENT ALLOWED W/IN 2' OF � TOPSOIL/STOCKPILE NOTE: PILES ARE TO BE COVERED W/ PLASTIC SHEETING WITHIN 24 HOURS PER BMP C123. CONTRACTOR TO INSTALL SILT FENCING WHERE NECESSARY ALONG PERIMETER IF VEGETATIVE BUFFER DOES NOT _PROVIDE ADEQUATE _ PROTECTION. � TOPSOIL , SEE NOTE ,.• r' STOCKPILE SEE/ NOTE r ��of WAsy�'•.. �0 •1. p3835O••• 4v STE 060606 • �<v S/ANAL HORIZONTAL SCALE OMEGA ENGINEERING, INC. EL 3Q, GEOTEXTILE 4"- 8" QUARRY SPACES GRAVEL CONSTRUCTION ENTRANCE N.T.S. FILTER FABRIC MATERIAL 60" WIRE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE, W���PO\ EP• 2"X 2" BY 14 GA. WIRE FABRIC OR EQUIV. BURY BOTTOM OF FILTER MATE IAL W .8" .BY 12" TRENCH �- 2"X 4" WOOD POST, STANDARD OR BETTER "OR EQUAL ALTERNATE: STEEL FENCE POSTS. 2"X 2" BY 14 GA. WIRES FABRIC OR EQUIV. \ FILTER FABRI MATERIAL. 8" MIN. PROVIDE 3/4"-1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDE OF FILTER FENCE FABRIC ON 2"X 4" WOOD POST, THE SURFACE. ALT: STEEL FENCE POSTS. .SI.LT FENCE DETAIL N.T.S. (IF NECESSARY, SEE NOTE) Know what 's below. Call two business days before you dig. EROSION 8c SEDIMENTATION PLAN ANACORTES STANKUS PL LOT 7 DATE _ 12/2/21 JOB N©. _ 21-1010 SCALE_ _ 1 " = 30' SHEET 3 OF PFN: ,f( j EYE✓.� .. ,.7,I '.'E\is .:: i'�t l`)'•j' f �:.. 1 BASIC SOIL AMENDMENT NOTES f1 A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTE C i .W>,.Iu ..,.. =.:11 13jr,:;l� l R ONTENT OF TEN PERCENT f I I DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT (BASED ON \ l..Jf_ t " A LOSS —ON —IGNITION TEST) IN TURF AREAS AND A pH FROM 6.0 TO 8.0 OR i / \ EX. 10' UTIL, I MATCHING THE pH OF THE ORIGINAL UNDISTURBED SOIL. THE TOPSOIL LAYER �f L \ SHALL HAVE A. MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS ESM T. AFN _.... s� r .. oc c L µ ♦,� I..'3 %% .: � etIt ? ., € l f' f" VV \ 200709050035 w.............. LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE f CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID � STRATIFIED LAYERS, WHERE FEASIBLE, 2. PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC MATERIAL. it EX. P TRAN PROP. D W . ` 12" TOPSOIL -•-"�`" --� --- --`---,•,3. QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC ` \ / _............ ..,•,z REQUIREMENTS, BERM I CONTENT ` a. THE ORGANIC CONTENT FOR PRE— APPROVED -AMENDMENT RATES CAN BE MET ONLY USING COMPOST THAT MEETS THE DEFINITION OF "COMPOSTED MATERIAL I ° .'!•' . J~ // ' % 1 •• . r• e ° • �r •�• It 1 ! pre i /4 6. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS, S N WAC 173-350-220, THIS CODE IS AVAILABLE ONLINE AT, *'' HTTP: //WWW.ECY.WA.GOV/PROGRAMS/SWFA/FACILITIES/350.HTML COMPOST USED IN BIORETENTION AREAS SHOULD BE STABLE MATURE AND ......... . It ( '(` >::; ,...... w.... y.... _.... , �.............. .............................. t r^ ez - EX. FLOW ;f ., ARROW r (Typeto :) c AREA 'A' fr 15 SF =' MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE, SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED, IF EXISTING TOPSOIL IS STOCKPILED AND REPLACED IN AREAS SHOWN IN THE LEGEND, TESTING WILL BE REQUIRED PER NOTES 1, 4 & 5 ABOVE. LEGEND (SEE NOTES) BASIC SOIL AMENDMENT UNCOMPACTED, UNGRADED, UNDISTURBED qe.4.. _..... _w......... _..... ....... r' t l� f •t Pee ••• WASlyCA 0 •• O y�r oti • •It • �i ;_ 38835 e LA DERIVED FROM YARD DEBRIS, WOOD WASTE, OR OTHER ORGANIC MATERIALS 3 THAT MEET THE INTENT OF THE ORGANIC SOIL AMENDMENT SPECIFICATION, BIOSOLIDS AND MANURE COMPOSTS CAN BE HIGHER IN BIO—ABAILABLE PHOSPHORUS THAN COMPOST DERIVED FROM YARD OR PLANT WASTE AND THEREFOR ARE NOT ALLOWED IN BIORETENTION AREAS DUE TO THE POSSIBILITY OF EXPORTING BIO—AVAILABLE PHOSPHORUS IN EFFLUENT, THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANS NATIVE TO THE PUGET SOUND LOWLANDS REGION. b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS DEFINED ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST, 4. AMEND DISTURBED SOIL ACCORDING TO THE FOLLOWING PROCEDURES, a. SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT. b. IN PLANTING BEDS, PLACE THREE INCHES. OF MP®ST •AND TILL.JN 10 AN EIGHT —INCH DEPTH, c. IN TURF AREAS, PLACE TWO INCHES OF COMPOST AND TILL IN TO AN EIGHT —INCH DEPTH, d. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP COARSE BARK MULCH, OR COMPOST MULCH TO PLANTING BEDS AFTER FINAL PLANTING, ALTERNATIVELY, DISTURBED SOIL CAN BE AMENDED ON A SITE —CUSTOMIZED MANNER SO THAT IT MEETS THE SOIL QUALITY CRITERIA SET FORTH ABOVE, AS DETERMINED BY A LICENSED ENGINEER, GEOLOGIST, LANDSCAPE ARCHITECT, OR OTHER PERSON AS APPROVED BY SNOHOMISH COUNTY. 5. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING, STOCKPILED TOPSOIL MUST BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS BY FOLLOWING THE PROCEDURES IN METHOD (4) ABOVE. Know what's below. _ Call two business IVIA AA 30 HORIZONTAL SCALE days before you dig. OMEGA I SOILS MANAGEMENT PLAN ENGINEERING, INC. ANACORTES STANKUS PL LOT 7 I14 ex Ilk k, DATE JOB NO. SCALE SHEET 0 PFN: