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\ \ \ \ \ \\\ PORT GARDNER BAY LEGEND <br /> O \\\\ \__ \ \\\EAST WATERWAY — ——— PROPERTY LINE <br /> \ \ — LEASE LIMIT <br /> O \\ \\\\ 45 DEGREE BEND EASEMENT <br /> \ \ <br /> \ E=12.69 <br /> w WATER <br /> —SS—SS— SEWER <br /> \\ \ <br /> TREATED STORM SD STORMWATER <br /> WATER \A A � � A\ <br /> TO OUTFALL M I \\ l \ \ <br /> TRENCH DRAIN <br /> \ WQ FLOWRATE FROM \\ O \_ o\ \, \\ --�--�� FENCE <br /> HIGH FLOW BYPASS/ I 45 DEGREE BEND \ l '1\ \ \ <br /> LIFT STATION,SEE C4.15 E=1280 \ \� \ \\ \ \\ \\ W EXISTING WATER <br /> NN I FLANGED END PIPE CONNECTION SS SS EXISTING SEWER <br /> ))\ J TREATED WATER LOCATION <br /> 6"ABOVE FG \\ \ \ SD EXISTING STORMWATER <br /> ,^ \ _ <br /> ABO E GRADE PIPING \ \\\ \ \ \\ I \ <br /> / \ \\ \\ \ \ \ x x EXISTING FENCE <br /> )D FIRE HYDRANT <br /> F <br /> \ CONC ECOLOGY B40OCK R /^ O LIGHT POLE <br /> / \ n SAND FILTER PODS \� \ oqO <br /> PROPOSED CONTOUR <br /> I I !\ EXISTING CONTOUR <br /> \ \�\ I GENERAL NOTES: <br /> \ / \\ \\ J 1 THE CHITOSAN ENHANCED SAND IL SHOWN S A PRELIMINARY DESIGN LAYOUT AND M SYSTEM ANDE SNOT THEFINAL <br /> TREATMENT SYSTEM CONFIGURATION. THE CONTRACTOR SHALL <br /> TREATMENT SYSTEM CONTAINER f \ COORDINATE WITH THE TREATMENT SYSTEM VENDOR TO OPTIMIZE <br /> \> \ J THE TREATMENT SYSTEM LAYOUT PER THEIR RECOMMENDATIONS. <br /> 2. THE CHITOSAN ENHANCED SAND FILTRATION SYSTEM GENERALLY <br /> ABOVE GRADE 60,000 GAL BAKER TANK,TYR o CONSISTS OF THREE MAIN COMPONENTS: TREATMENT SYSTEM <br /> CONTAINER, SAND FILTER PODS, AND ABOVE GROUND SETTLEMENT <br /> FLANGED <br /> END PIPE LOCATION, I CONNECT PIS <br /> \ \\ TANKS. <br /> INFLUENT <br /> \ j <br /> I <br /> I\ 8'x20', o so Z — <br /> CONTAINER <br /> �\ 10' 0 10' 2 0' <br /> \ 5' 15' <br /> / x x—xx— <br /> \ I I SCALE: 1"=10' <br /> —_ CALL 48 HOURS <br /> I x BEFORE YOU DIG <br /> x — x — x X------,� X x — X — x — X— � I DIAL811 <br /> Ix VERT DATUM: NAVD 88 <br /> x CONV TO MLLW = NAVD88+2.03 <br /> HORZ DATUM: NAD I" I IF SHEET IS LESS THAN <br /> 22x34 <br /> III REDUCE SCALE ACCORDINGLY <br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT <br /> DWG. NO. A <br /> N. WATSON 1" = 30' C4.11 <br /> Port of 11 - 10 °ESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT <br /> e J. BECKER 05/07/2021 SIR NO. <br /> EVERETT & MTCA 3RD INTERIM ACTION 1-8-900-05 <br /> DRAWN BY: CHECKED BY: <br /> 16015th Avenue,Suite 1300aaoia K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 538 Seattle,Washington 98101 ® 05/07/2021 NW ISSUED FOR SUBSTANTIVE �"��CBTBf<�` ,' ENLARGED PLAN NO. MT—NT-2021—02.2 <br /> EVEREREQUIREMENTS REVIEW. s�opy gx ,� APPROVED BY: <br /> (425)T259W3164 206 (206)382-0600 Fax(206)382-0500 <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION STORMWATER TREATMENT SYSTEM SHEET NO. XX OF XX <br />