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Home My WebLink AboutSWPPP PlanWEST 96TH STREET O Stormwater Pollution Prevention X I X I X X GRAPHIC SCALE 40 0 20 40 80 Plan �01111110__iii� ( IN FEET ) 1 inch = 40 ft. 1SET POSTS AND 2 STAPLE THE POST,/EXCAVATE A WIRE WIRE MESH 4"X4" TRENCH FENCING FENCING TO UPSLOPE ALONG EACH POST THE LINE OF TRENCH THE POSTS. 4"X4" �,� Legend SILT FENCE SF (SEE DETAIL) ❑—o INLET SEDIMENT PROTECTION (SEE DETAIL) UmyA SOIL TYPE (SEE C501) CONCRETE WASHOUT BASIN (SEE DETAIL) Legend 3 ATTACH THE 4 BACKFILL THE FILTER FILTER FABRIC FILTER TRENCH AND FABRIC TO THE WIRE FABRIC COMPACT THE FENCING AND EXCAVATED SOIL. EXTEND IT INTO THE TRENCH Edge of Pavement Centerline of Road - Sidewalk — — — — — Ingress Egress Easement WTR Existing Water Line WV N Existing Water Valve VvyExisting Water Hydrant Existing Sanitary Sewer Line SAN Sanitary Easement �S Existing Sanitary Manhole Existing Storm Line ST Drainage Easement Wi Existing Storm Curb Inlet Im Existing Square Storm Inlet OD Existing Beehive Inlet Existing Gas Line GAS Gas Easement GV N Existing Gas Valve Existing Utility Pole Existing Light Pole Overhead Electric Line OH X _X Existing Chainlink Fence Existing Street Sign — — — — — Existing Minor Contours — — Existing Major Contours Pond Waterline Existing Building Line Building Setback Line — — — — Existing Right —of —Way Line Property Line 160 SILT FENCE DETAIL NOT TO SCALE C500 SILT FENCE NOTES: 1. INSTALL PARALLEL TO THE CONTOUR OF THE LAND. 2. EXTEND ENDS UPSLOPE ENOUGH TO ALLOW WATER TO POND BEHIND THE FENCE. 3. EXCAVATE A TRENCH 4 INCHES WIDE AND 4 INCHES DEEP. 4. INSTALL FENCE WITH STAKES ON THE DOWNSLOPE. 5. BURY 12 INCHES OF FABRIC IN THE TRENCH, EXTENDING THE BOTTOM 4 INCHES TOWARD THE UPSLOPE SIDE. 6. BACKFILL TRENCH WITH SOIL MATERIAL, AND COMPACT. 7. JOIN SILT FENCE SECTIONS BY OVERLAPPING SECTIONS AND NAILING WITH LATH TO THE NEAREST POST. 8. INSPECT TWICE A WEEK AND AFTER EACH STORM EVENT, REPAIRING AS NEEDED AND REMOVING SEDIMENT DEPOSITS WHEN THEY REACH ONE-HALF THE FENCE HEIGHT. 9. SEED AREA OF CHANGED CONTOURS IMMEDIATELY AFTER COMPLETION OF GRADING. 10 MIL. PLASTIC LINING - 3' BERM SECTION: in' Lilo LATH & FLAGGING ON ALL SIDES STAKE (TYP.) 12" FILTREXX FILTER SOCK SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING A DORMANT SEEDING B B TEMPORARY SEEDING C E * D SODDING F ** ± MULCHING G . A = KENTUCKY BLUEGRASS 100 LBS/ACRE; CREEPING RED FESCUE 100 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBSJACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER. B = KENTUCKY BLUEGRASS 120 LBS/ACRE; CREEPING RED FESCUE 120 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBSJACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER. C = SPRING OATS 3 BUSHELS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER. D = WHEAT OR RYE 2 BUSHELS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBSJACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER. E = ANNUAL RYEGRASS 40 LBS/ACRE (1 LB/1000 SQ. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBSJACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER. F = SOD G = STRAW MULCH 2 TONS/ACRE *ERt IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND/OR SEPTEMBER ** = IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD SAND BAGS PAVEMENT PREVENT PIPING. FLU 12" FILTREXX SECTION FILTER SOCK 1. FILL GEOTEXTILE BAGS APPROXIMATELY HALF FULL WITH 2 TO 3 INCH STONE OR GRAVEL. STAKE 2. OVERLAP BAGS AROUND INLET AND EXTEND A MIN - TYPICAL) IMUM OF 3 FEET AWAY FROM CASTING. 3. FOR ADDITIONAL LAYERS, OVERLAP BAGS WITH THE ECTION: ROW BENEATH, AND LEAVE A ONE -BAG GAP IN THE PLAN: � 10 MIL. PLASTIC LINING TO EXTEND TO FILTER SOCK 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMP. CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT BELOW GRADE 2 NOT TO SCALE �OO PROPOSED INLET PLACE EROSION CONTROL FABRIC OVER THE CASTING INLET cnnln anrac SAND BAGS T/'%PY \ 11r\A/ MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. CONTRACTOR SHALL SURROUND ALL EXISTI1' DRAINAGE STRUCTURES WI SAND BAGS. 4. PLACE BAGS IN AN ARC AROUND INLETS THAT ARE IN A SUMP POSITION. THESE SILT CONTROL DEVICES WILL BE SET UP SAFETY/TRAFFIC BARRIERS TO KEEP VEHICLES MAINTAINED BY THE CONTRACTOR UNTIL 5. FROM HITTING BAGS, CAUSING POSSIBLE INJURY. ENGINEER AUTHORIZES REMOVAL. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY WHERE STRUCTURES ARE PLACED IN PAVED 6. ACCUMULATED SEDIMENTS AFTER EVERY STORM. SURFACE AREAS EROSION CONTROL MEASL Know what's below. Call before you dig. CAN BE REMOVED WHEN PAVING IS STARTEE THE AFFECTED AREA. INLET PROTECTION DETAIL rT,� NOT TO SCALE C500 OWNER 3rd Shot Pickleball-Zionsville Spero Pulos 3545 Wadsworth Boulevard Wheat Ridge, Colorado 80033 (317) 201-9016 S�\AN C. N0. 910326 STATE OF p I ANP.. X�: /4NAL 09/05/2 No. Date Revision - 9830 Michigan Rd. Ste D I WWW.BADGERENGR.COM Carmel, IN 46032 (765) 485-0000 SWPPP 4400 West 96th Street Carmel, Clay Township, Hamilton Cou ty, Indiana ate �eptember 5, 2024 Job No.24-099 Scale 1 "=409 Design By DMD Drawn By DMD Checked By CCB Approved By CCB Sheet No. C500 IN