�" 0'"" � I I I I I 50 25 7 0 . ' � 1 i:.: I ::-, . , ,' . � < ' • ' I I I I I I I LOTNO 20 02. 60ACRES LOT NO, 19 0.297 ACRES LOTNO 18 0.306ACRES LOTNO 17 0306ACRES LOTN01. 6 03. 05 ACRES LOTNO. 1 5 03. 05 ACRES LOTNO 14 o304ACRES LOTNO 13 0. 304ACRES -- LOTNO. 12 0394ACRES C w > 0::: 0 0 0::: <( I 0 0::: 0 LOTN011 03. 1 9ACRES LOTNO. 5 0272ACRES LOTNO,10 0. 258ACRES i -- LOT NO • 0259ACRES LOTNO. 9 0259ACRES •-• ,--- LOT NO 3 0259ACRES LOTNO. 8 0. 260ACRES L __ _ •- -7 I • LOT NO 2 02. 60ACRES LOT NO 7 0.261 ACRES I I I I ., -----, CL 1\ \II I \, I \ LOTNO. 1 • 0, 274ACRES fw w 0::: Cff- ) z 0 f ('.) z I Cf) I ,_._,, ABOVE GRADE CONCRETE WASHOUT BASIN LOT NO 6 0. 270ACRES I I I I I I I I INSTALL TEMPORARY NOTIFICATION SIGN SUGGESTED LOCATION CONSTRUCTION ENTRANCE EROSION CONTROL NOTES: 1 ALL DETAILS AND PRACTICE STANDARDS ARE SHOWN IN THE MOST CURRENT EDITION OF THE INDIANA STORM WATER QUALITY MANUAL CONTRACTOR MUST OBTAIN A COPY OF THIS HANDBOOK FROM THE FOLLOWING WEBSITE WWWIDEM.IN.GOV/STORMWATER OR CONTACT IDEM DIRECTLY 2. PRIOR TO PLAN APPROVAL, A PRECONSTRUCTION MEETING WILL BE REQUIRED TO BE HELD WITH SWPPP REVIEWER. PLAN DESIGNER. AND PROJECT OWNER TO DISCUSS SWPPP SUBMITTAL, PROJECT SCHEDULE AND INSPECTIONS. A PRELIMINARY INSPECTION WILL BE SCHEDULED WITH PIKE COUNTY SOIL AND WATER CONSERVATION DISTRICT WHEN INITIAL INSTALLATION OF SWPPP BMP'S ARE INSTALLED. A FINAL INSPECTION WILL BE SCHEDULED WHEN 70% GROWTH tS ESTABLISHED AND BEFORE FILING OF THE NOTICE OF TERMINATION (NOT). INTERIM INSPECTIONS MAY OCCUR DURING CONSTRUCTION. 3. CONSTRUCT TEMPORARY GRAVEL CONSTR ENTRANCE / EXIT PAD BEFORE COMMENCING CONSTRUCTION 4. ALL DISTURBED AREAS TO HAVE SEEDING, FERTILIZER AND MULCHING UPON COMPLETION OF FINAL GRADING. 5 PRIOR TO INITIATING ANY LAND-DISTURBING ACTIVITIES. A REPRESENTATIVE FOR THE PROJECT SHOULD WALK THE SITE WITH CONSTRUCTION PLANS IN HAND AND MARK THE LIMITS OF CONSTRUCTION THAT WERE ESTABLISHED DURING THE PLANNING PHASES. AREAS TO BE PROTECTED SHOULD BE MARKED WITH ROPE, SAFETY FENCING (COMMONLY ORANGE COLORED) OR SURVEYOR FLAGS. SIGNAGE CAN ALSO BE USED TO IDENTIFY AND EXPLAIN LIMITS OF CONSTRUCTION AND AREAS THAT ARE TO BE PROTECTED FROM CONSTRUCTION ACTIVITIES. 6. PROTECT ALL DROP INLETS DURING CONSTRUCTION WITH FABRIC DROP INLET OR GRAVEL OR STRAW BALE PROTECTION. THE POLLUTION PREVENTION PLANS ARE GENERAL GUIDELINES FOR THE CONTRACTOR TO FOLLOW THE CONTRACTOR IS STILL REQUIRED TO KEEP ALL SEDIMENT OFF PUBLIC ROADS AND MUST FOLLOW ALL OTHER GUIDELINES AS SPECIFIED IN THE INDIANA HANDBOOK PROVIDE A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT PAD AS SPECIFIED IN THE !NDIANA STORM WATER QUALITY MANUAL 7. IF ANY EROSION CONTROL MEASURE IS NOT SUFFICIENT THE CONTRACTOR SHALL ADD ADDITIONAL CONTROL MEASURES AND THEN MODIFY THE PLAN TO INCLUDE THOSE MEASURES. 8. PROTECT ALL INLETS IN PAVED ROADWAYS WITH BAGS FILLED WITH GRAVEL OR AGGREGATE AND PLACED AROUND A STORM DRAIN CURB INLET PLACE A TRAFFIC BARRICADE AT EACH INSTALLED MEASURE FOR SAFETY AND TO PROTECT MEASURE INTEGRITY 9. SILT FENCE MAY BE REQUIRED AT LOCATIONS OTHER THAN THOSE INDICATED ON THIS PLAN THE CONTRACTOR SHALL INSTALL SUCH FILTERS AS NEEDED TO INSURE THAT RUNOFF FROM DISTURBED AREAS DOES NOT LEAVE THE SITE WITHOUT BEING TREATED. 10. TOPSOIL SHALL BE STOCKPILED AND STRATEGICALLY LOCATED THROUGHOUT THE SITE. SILT FENCE SHALL BE TEMPORARILY INSTALLED AROUND ALL STOCKPILES TO PREVENT RUNOFF 11 BULK CLEARING OF SEDIMENT FROM PAVEMENT BY FLUSHING WITH WATER SHALL ''NOT" BE PERMITTED. 12. ALL UNVEGETATED AREA LEFT INACTIVE FOR SEVEN (7) DAYS OR MORE SHALL BE TEMPORARILY OR PERMANENTLY STABILIZED WITH MEASURES APPROPRIATE FOR SEASON TO MINIMIZE EROSION POTENTIAL 13. ANY IMPROVEMENTS TO EXISTING SWALES OR DITCHES SHALL NOT IMPEDE PREVIOUS FLOW CONDITIONS. 14. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND GUIDELINES. 15. DUMPSTERS MUST BE KEPT COVERED. 16. PROVIDE BOTH A FILTER BAG IN THE INLET AND A FILTER SOCK AROUND THE INLET FOR TEMPORARY INLET PROTECTION. SEE DETAILS ON SHEET 77 17. PROVIDE A FAIRCLOTH SKIMMER AT ALL OUTLETS. SEE DETAIL ON SHEET 76. LEGEND -@-CONSTRUCTION LIMIT -• -- SILT FENCE ::J TEMPORERY INLET & OUTLET PROTECTION � FAIRCLOTH SKIMMER f:",_,<il TEMPORARY CHECK DAM - EROSION CONTROL BLANKET ED ENERGY DISSIPATER HJ PORTABLE LATRINE (Q] CONSTRUCTION DUMPSTER □CONCRETE WASH BASIN ��! STOCK PILE WITH '-.. --' PERIMETER SILT FENCE � STORM WATER LEAVING SITE 1/f RIPRAP OUTLET PROTECTION EROSION CONTROL PLAN REVISIONS 4/25/25 BID SET C 2025 Midwestern Engin�>t,r,. Inc. 802 We!\l Broadway Street P.O. Ilox 295 Loogoot�e. Indiana 47553 DATE APRIL 2025 DESIGN CWRi'.EKPi'.BDH DRAWN DRKi'.MKW Q.C. CHECK PROJECT NUMBER 2024072-02 36 36 OF 45 I FILE NUMBER I 44719 Do Not Use Plan Previews for Take Off
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