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ATTY/AGR.2017.203/Lane Partners, LLC - STMMA <br />MEDIA FILTER PERFORMANCE SPECIFICATIONS: <br />RL7ER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW AND SELF CLEANING. RADIAL MEDIAL <br />DEPTH SHALL BE 7 INCHES: RL TER MEDIA CONTACT TIME SHALL BE A T LEAST 37 SECONDS <br />SPECIFIC FLOW RATE SHALL BE 3 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DINDED BY THE <br />MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA (MAXIMUM). <br />MEDIA FILTER GENERAL NOTES: <br />1. OLDCAS7LE SMALL PROVIDE ALL MATERIALS UNLESS NOTED OTHERWMSE <br />2. DIMENS70NS MARKED W17H Q ARE REFERENCE DIMENS70NS ACTUAL DIMENSIONS MAY VARY. <br />3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS ARE WEIGHTS, PLEASE CONTACT YOUR OLDCASME <br />REPRESEN TA 77 VE <br />4. S70RMFILTER WATER QUAUTY S7RUC7URE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMA77OIN CON TAINED IN <br />THIS DRAWING. CON7RACTOR 70 CONFIRM THAT STRUCTURE MEETS THE REQUIREMEN7S OF THE PROXCT. <br />MEDIA FILTER INSTALLATION NOTES: <br />1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR AN7I-FLOTA77ON PROWSIONIS ARE S7TE SPEaRC DE51GN CONSIDERA77ONS AND <br />SHALL BE SPECIFIED BY ENGINEER OF RECORD. <br />2. CON7RACTO4R TO PROWDE EQUIPMENT W17H SUMCIENT LIF77NG AND REACH CAPACITY TO UFT AND SET THE STRUCTURE. <br />J. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL S7RUC7URE SEC77ONS AND ASSEMBLE S7RUC7URE. <br />4. CONTRACTOR 70 TAKE APPROI'RIATF MEASURES 70 PR07ECT CAR7RIDGES FROM CON57RUC77ONl-RELA7ED EROSION RUNOFF. <br />5. CON7RACT0R TO REMOVE 7RANSFER HOLE COVERS PRIOR TO PLACING THE SYSTEM ONUNE. <br />MEDIA FILTER SITE DESIGN DATA <br />WATER QUAUTY FLOW RATE = 0.15 CFS <br />PEAK FLOW RA 7E = 0.84 CFS <br />RE7URN PERIOD OF PEAK FLOW = 10 YEARS <br />DATE: 05-24-17 <br />CIVILSAN I SURV yo:sENGIERS SCALE: N.T.S. <br />SURVEYORS EXHIBIT B <br />PLAN IN SAWN BY: <br />AIPROVD <br />7005. Winchester Blvd, SuiteI zoo, Campbell, CA 950061 P. 408.636.09001 F. 409 636.0999 1 www.sandis.nL, DRAWING N STORMW ATER MANAGEMENT PLAN <br />DRAWI��Nff•G•��NnO.:f� <br />L14081 <br />File: K 10 & M Agreement \214081 1Exhibit BtExhibit B — STORMWATER MANAGEMENT PLAN.dwg Date:Aug 23, 2017 — 1:31pm sping <br />SHEET <br />B■ <br />01' 7 SHEETS <br />rn <br />D <br />CQ <br />01 <br />00 <br />