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HAACK 74TH <br />} <br />m <br />I <br />00596100000902 <br />00398700200202 <br />PROP. <br />(2,014 <br />b <br />H <br />t 76' <br />00398700200201 <br />SECTION 8, TOWNSHIP 28N, RANGE 5E, W.M. <br />00596100001000 <br />i <br />\ 1 \ t\ I <br />1 <br />\ Elk. FLOW 1 \ \ \ \ <br />ARROW \ \ \ <br />\ v\ (TYP-)\ <br />FF \ PROR1 SF'R <br />00398700200100 \ y y \ \ \ y \ \ \ <br />STO <br />\EC PIL yS <br />SEC NOTE \ \1 <br />48 <br />/ -H <br />I t i i <br />/ / I <br />((T SFR �,. q6'` <br />i <br />r I <br />PROP. .. <br />CONC. D/W I :..4 <br />} <br />(1,253 SF) <br />a <br />Y <br />____W -W - —W _— —rt' --.._ W----..... p t 74W <br />--Ts — 5 K-..._-....-'s <br />PAVE MEh T <br />___W -4W_____ WI-- Yi W .__W <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 />N540 <br />WTolal(SQeExistin <br />New <br />New + Re lacedtal <br />Hard rfe9 <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 />5 <br />-" <br />P CON <br />6. <br />.. • a <br />OP. (11253 SF) <br />/WATER j 1 <br />SERVICE f 1 <br />/ / L <br />/ CONT. N-- <br />ENT. <br />l <br />n, —...-. W W W <br />Ww--w.--W -.-- w ss —ss Ex ---"s <br />i I PP.VEMNT \ <br />r NEE-"' <br />-_ 4S --SS <br />W _— W <br />W_._ At <br />\\ <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 <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 />VEGETATION/LANDSCAPING IS ESTABLISHED. CLEARING LIMITS PER <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 <br />SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. <br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE <br />APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER <br />STORM EVENTS. <br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM <br />OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. <br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE <br />WITHIN A.TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE <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. <br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND <br />SEDIMENT TRACKED OFF THE SITE. <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 />\ <br />l <br />\ <br />o\ g <br />�T LIMITS OF CLEARING VICINITY MAP <br />\ MARK W/ ORANGE <br />\ ,FLAGGING ORANGE <br />SF) SCALE: 1" = 2,000 <br />NS <br />\\ \\ SILT ENCE <br />IF NEEDED 3� <br />\ LEGAL DESCRIPTION <br />\ \ BUENA VISTA HOME TRACTS BILK002-D-01 - E1 /2 LOT 2 BLK 2 <br />12• TOPSOIL SITE DATA <br />SITE ADDRESS: N.A. <br />\.\ BERM \\ - TAX ACCOUNT NO.: 003987 -002-002-01 <br />WATER SUPPLY: CITY <br />\ \ \ SEWAGE DISPOSAL; CITY SEWER <br />GROSS SITE AREA: 0.27 ACRES <br />ZONING: R-1 <br />,4 axdv)R �v OWNER/APPLICANT <br />--- \ JOEL HAACK <br />3922 87TH AVE NE <br />\\ MARYSVILLE, WA 98270 <br />CIVIL ENGINEER <br />1a~�j J� AV V A\ OMEGA ENGINEERING, INC. <br />\ \\ 1 JOSEPH SMEBY, PE <br />PROP. 1 \ \ 2707 WETMORE AVE. <br />SEWER i \ EVERETT, WA 98201 <br />SERVICE 1 { 425.903.4852 <br />_.-_._._ / — { '• F: 425.259.1958 <br />/ ) I <br />t j <br />7-4W_—W--W-_—WT_WW <br />t <br />--ss - —ss --- ss 74TH { NE s ss -- <br />J /.,-W <br />-1 r_W <br />STD DWG 214 <br />BMPC103 <br />DRAWING INDEX <br />1) COVER SHEET & SWPPP <br />2) DRAINAGE PLAN & SOIL AMENDMENT PLAN <br />• <br />• <br />Know what's below. <br />Call two business <br />days before you dig. <br />w <br />Q <br />0 <br />W <br />W CL <br />V) 1..1.. <br />W U) <br />O <br />U <br />ILo�to <br />Q W V T <br />Q q_ N <br />vc <br />W <br />N W <br />'n C1 <br />ca)0z � <br />W <br />Z Z <br />0 N <br />_ 0 a <br />F = Z <br />Q O g <br />I�-- c <br />h Z O "1) <br />UW <br />W W Z <br />W 0 <br />U.0 <br />00 0 <br />F 0 <br />U a <br />22-0807 1 JMS <br />E 9/26/2022 <br />1"-29 <br />w„�;� 2 <br />