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1 <br />00596100000902 <br />00398700200202 <br />PROP. <br />(2,014 <br />0 <br />H <br />HAACK 747H <br />SECTION <br />8, TOWNSHIP 28N, RANGE 5E, <br />W.M. <br />SITE <br />±76' li 00596100001000 <br />00398700200201 <br />\ \01 <br />Ex. FLOW <br />\\ <br />ARROW \\ <br />\ V ')\ \v BMFIC101: v a\ <br />l \ \ \ \Preservgg let )1,, <br />—. <br />v \\ s \\ \ v VSatiod vv w <br />d <br />00398700200100 \ \\ <br />\ \ <br />VICINITY MAP <br />_ \STOCKPILE\ \ \ \\'I \\ \ <br />\ <br />LIMITS OF OF CLEARING_. <br />MARK W/ORANGE --- ._..---- <br />(8,259 SF) <br />0 <br />SCALE: 1" 2,000` <br />' <br />SEE NOTE \ <br />BMP G123: \\ 1 I \\ \\ <br />Plastic Covering TOPSOIL i <br />\ \ <br />,FLAGGING <br />INSTALL BMP C103: High <br />Visibility Plastic <br />E NOTE <br />IF NEEE or <br />\ Metal Fence <br />LEGAL DESCRIPTION <br />BMP C23,4,Silt <br />BUENA VISTA HOME TRACTS BLK 002-D-01 - E1/2 <br />LOT <br />2 BLK 2 <br />1 0' \ \ <br />\ Fence 2 _. <br />SITE DATA <br />�, <br />iJ <br />-H '� \� \ <br />I I <br />_ _ <br />SOI <br />9ERM�L <br />SITE ADDRESS: N.A. <br />TAX ACCOUNT NO.: 003987-002-002-01 <br />WATER SUPPLY: CITY <br />SEWAGE DISPOSAL; CITY SEWER <br />GROSS SITE AREA: 0.27 ACRES <br />L�145' <br />I <br />FR <br />d\ <br />ZONING: R-1 <br />EX. SF R <br />�r J <br />(T ) �\ <br />OWNERPPLICANT <br />/A <br />74 (TYP.) <br />/� �g6 / �J.. �.--- - <br />\ <br />JOEL HAACK <br />3922 87TH AVE NE <br />\ MARYSVILLE, WA 98270 <br />PROP. ; a'.. \ \\ \1 CIVIL ENGINEER <br />� ,° I EK PVML \ <br />PROP. 1 I / op. C(11253 r (ratx.) A \V A\ OMEGA ENGINEERING, INC. <br />�- CONC. D/W. I '.i I E.K <br />(1,253 SF) ,T IJ� /WATER / ! •� \ \ \ JOSEPH SMEBY, PE <br />v / � �� SERVICE <br />2707 WETMORE AVE. <br />) _._-- --- <br />a . <br />a' a <br />____W -W ____W _— <br />—. y4: _— _.__W_---_.. <br />':t' <br />t 74W <br />PAVEMENT <br />- <br />___._. <br />-Drive <br />III <br />Y,' W <br />—._ W W <br />of <br />ayWidth <br />max 30 <br />( <br />00398700300400 <br />TOPSOIL/STOCK PILE NOTE: <br />PILES ARE TO BE COVERED W/ <br />PLASTIC SHEETING WITHIN 24 HOURS <br />CONTRACTOR TO INSTALL SILT <br />FENCING WHERE NECESSARY ALONG <br />PERIMETER IF VEGETATIVE BUFFER <br />DOES NOT PROVIDE ADEQUATE <br />PROTECTION. <br />NOTE: <br />NO BOUNDARY SURVEY HAS <br />BEEN PERFORMED FOR THIS <br />PROJECT. PROPERTY <br />DIMENSIONS ARE APPROXIMATE <br />AND HAVE BEEN PROVIDED BY <br />INFORMATION AVAILABLE ON <br />THE SNOHOMISH COUNTY <br />WEBSITE. NO ADDITIONAL <br />SURVEY WORK HAS BEEN <br />PERFORMED ON THIS SITE. <br />TOTAL AREA - 0.27 Ac <br />HARD SURFACE AREA SUMMARY <br />TABLE <br />Removed <br />Re la <br />NH550 <br />WTola(SQeExi.Bn <br />New <br />New + Re lacedtal <br />Hard de9 <br />SITE PLAN <br />EXISTING SOIL & VEGETATION NOTE: <br />THE SOIL ANALYSIS FOR THIS <br />PROJECT FOUND THE EXISTING SOILS <br />TO DARK BROWN SANDY LOAM, 9 <br />PERCENT SLOPES WITH HARDPAN <br />ENCOUNTERED 6 TO 35 INCHES BELOW <br />GRADE. THE SITE IN THE AREA OF <br />DISTURBANCE CURRENTLY CONSIST OF <br />PASTURE AND AN EXISTING DRIVEWAY. <br />EXISTING FEATURES NOTE: <br />NO TOPOGRAPHIC SURVEY HAS BEEN <br />PREPARED FOR THIS SITE. ALL <br />EXISTING INFORMATION SHOWN IS <br />FROM OTHER CONSULTANTS OR BASED <br />ON SITE OBSERVATIONS OR <br />APPROXIMATED FROM INFORMATION <br />AVAILABLE ON THE SNOHOMISH <br />COUNTY WEBSITE. <br />EXISTING DRAINAGE FEATURES ARE <br />APPROXIMATE AND BASED ON SITE <br />OBSERVATIONS. <br />I---��`"----- <br />I' EIMP C105: St`abiIIzed- <br />SEWER <br />EVERETT, WA 98201 <br />/ <br />Construction i CONS <br />/ Entrance/Exit ENT. <br />9 <br />1F <br />SERVICE 1 <br />"CaH�rrt i-2t.-- <br />'---- <br />Peen <br />425.903.4852 <br />F.425.259.1958 <br />--- _ <br />� <br />1 <br />mine pef <br />-w -T—W - w W <br />it -4W --w <br />--�IhP Side $aw8r--w <br />wl <br />} <br />--_ w -.__ <br />W W W -- We <br />W SS Ex_ _—_SS <br />—`SS —_--SS �'SS —SS _ --_—SS <br />PAVEMt T <br />__.� <br />\ --54 __--95 <br />\ <br />pip size and type <br />.—..-SS —SS <br />74TH <br />J 55 <br />iSSj <br />I <br />NE <br />;s - -.ss <br />W <br />W _..___--..__ N <br />W ---- w ;......_._ W _-..._�. W <br />r wW--w-w-----w <br />\ 11 t <br />\\ <br />Call outWatel\Mter <br />\\ <br />�t <br />3 <br />\ \ <br />\ \ \ <br />and Size at Prop <br />Line <br />\ <br />1 <br />SWPPP <br />EROSION & SEDIMENTATION CONTROL NOTE: <br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE - <br />AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF T.E.S.C. LEGEND - <br />ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). <br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, -X- SILT FENCE PER COE STD DWG 214 <br />REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE <br />APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED .AND <br />CLEARING LIMITS PER BMPC103 <br />VEGETATION/LANDSCAPING IS ESTABLISHED. <br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY <br />FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO <br />DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING <br />SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF <br />CONSTRUCTION. <br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH <br />ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT <br />SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, <br />ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. <br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR <br />ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES <br />SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT N <br />WATER DO NOT LEAVE THE SITE. DRAWING INDEX <br />SEDIMENT AND SEDIMENT -LADEN <br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE 1) COVER SHEET & SWPPP <br />APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER 2) DRAINAGE PLAN & SOIL AMENDMENT PLAN <br />STORM EVENTS. <br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM <br />Know what's below. <br />OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. <br />Call two business <br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE e <br />WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE <br />days before you dig. <br />.TRAPPED <br />CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN <br />WATER INTO THE DOWNSTREAM SYSTEM. <br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF <br />CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL <br />MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR <br />THE DURATION OF THE PROJECT. 40 <br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND �� <br />SEDIMENT TRACKED OFF THE SITE. HORIZONTAL SCALE <br />11. APPROPRIATES MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE <br />WATER BODIES IF THE PROPOSED BMPS FAIL. <br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR <br />NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN <br />7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. <br />Doti• <br />} <br />m <br />w <br />a <br />0 <br />W <br />W � <br />V) 1.L <br />W U) <br />O <br />U <br />Q00v� <br />Q N <br />V C-4 <br />W <br />N W <br />V � <br />4) <br />G Z <br />0" <br />Z <br />W <br />Z Z <br />0 N <br />_ 0 a <br />F = Z <br />�..� Z <br />Q> 02 <br />I> ro <br />h Z O r1 L0 <br />U W <br />w Z <br />W 0 <br />U. 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