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TF 690.67 TF OL17 TF �L87 TF 688.00 TF.OF 691.00 2' OF 687.88 OF 007 OF 668.98 OF 666.67 g pg g D8 58 1 685. 8 xLEE 686.1 86. 66 06. `O E7 85.2 686.0 686.6 686. m t° 85.4 r^ Ri x 686.2 86.8 a *685.66 '686.16 685.66 6 6.6_6­06_86.16- x "EX b54;613 EA b6n.3b 'EX 61 h �\ SILT FENCE SILT FENCE (TYP.) BOX (TYP.) V m TOPSOIL STOCKPILE LOCATION JORDAN TERRACE 0 V r I OLIVE C 690. 3 DRIVE PRAIRIE GROVE PARK -ffffifLFMANN .76 EXISTING 70 MIN z 24' MIN z GROUND M N EXISTING PAVEMENT z FILTER 10' MINz COARSE L POSITIVE DRAINAGE FABRIC AGGREGATE TO SEDIMENT SECTION A -A M TRAPPING DEVICE o NOTES: MUST EXTEND FULL WIDTH OF 1. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF AASHTO INGRESS AND EGRESS OPERATION M-288-00 AND SHALL BE PLACED OVER THE CLEARED AREA PLAN VIEW PRIOR TO THE PLACING OF ROCK. 5 : 1 SLOPE 2. ROCK OR RECLAIMED CONCRETE SHALL BE IDOT COARSE EXISTING AGGREGATE GRADATION CA-1, CA-2, CA-3 OR CA-4. GROUND 70' M I N EXISTING PAVEMENT 3. STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED, A--1 PRIOR TO ONSET OF CONSTRUCTION OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT THE PROJECT DURATION. z A -J 4. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING FILTER SHALL BE CONSTRUCTED ACCORDING TO MANUFACTURER'S FABRIC SPECIFICATIONS. SIDE ELEVATION 5. IF WASH RACKS ARE USED THEY SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. STABILIZED CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE NOTES: 1. AN INLET FILTER BASKET SHALL BE INSTALLED IN ALL OPEN FRAME STRUCTURES AND SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 2. THE INLET BASKET SHALL BE CLEANED ON A WEEKLY BASIS AND AFTER ANY RAINFALL EVENT. 3. INLET FILTER BASKETS SHALL BE "CATCH-ALL" BY MAR -MAC MANUFACTURING OR APPROVED EQUAL. INLET PROTECTION - FILTER BASKET DETAIL NOT TO SCALE TOPSOIL STOCKPILES TO BE LOCATED ON LOTS INDICATED WITH PILE LIMITS RESTRICTED TO ALLOW FOR UTILITY SERVICE INSTALLATION PARK SITE AND OPEN SPACES TO BE IDOT CLASS 1 SEED (200 LBS/ACRE) *PARK SITE AND OPEN SPACES TO BE IDOT CLASS 1 TOP OF BANK SLOPE SEED (200 LBS/ACRE) REFER TO LANDSCAPE PLAN BY OTHERS* IDOT CLASS 4 SEED 83 LBS/ACRE BFE TO TOP OF BANK SLOPE 1� TOPSOIL BFE OQ� A' EXISTING CREEK CHANNEL / IDOT CLASS 4A SEED 76.5 LBS/ACRE NWL _ UP TO BFE 1' TOPSOIL TYPICAL COMPENSATORY STORAGE SEEDING SECTION NOT TO SCALE SWPPP LEGEND INLET PROTECTION - FILTER BASKET INLET PROTECTION - SILT FENCE BOX CONCRETE WASH -OUT STABILIZED CONST. ENTRANCE SILT FENCE -X X- RIP-RAP EROSION CONTROL BLANKET X_D TOPSOIL STOCKPILE XX XX THE FOLLOWING ITEMS HAVE NOT BEEN SPECIFICALLY SHOWN BUT ARE REQUIRED AS PART OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND MUST BE INCORPORATED DURING CONSTRUCTION UNTIL FINAL STABILIZATION IS ACHIEVED. - TEMPORARY AND/OR PERMANENT STABILIZATION - WASTE MANAGEMENT - CONCRETE WASTE MANAGEMENT (CONCRETE WASH -OUT FACILITY) - SEDIMENT TRAPS - DUST CONTROL - ALLOWABLE DEWATERING OPERATIONS. DETAILS AND INFORMATION REGARDING THESE MEASURES HAVE BEEN PROVIDED ON SHEET 9. THE OWNER AND CONTRACTORS SHALL ALSO REVIEW ALL CONSTRUCTION PRACTICES TO MINIMIZE THE POTENTIAL IMPACTS TO STORMWATER DISCHARGES FROM THE SITE. SPECIFIC CONSIDERATIONS ARE PROVIDED ON PAGE FOR THE FOLLOWING ACTIVITIES: - CONCRETE CUTTING - VEHICLE STORAGE AND MAINTENANCE - MATERIAL STORAGE - SANITARY STATIONS - SPILL PREVENTION N SCALE 1" = 100' 0 100 200 GENERAL INFORMATION THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN DEVELOPED TO FULFILL ONE OF THE REQUIREMENTS OF THE GENERAL NPDES PERMIT NO. ILR10 FOR THE DISCHARGE OF STORM WATER ASSOCIATED WITH CONSTRUCTION PROJECTS DISTURBING ONE ACRE OR MORE. THE OWNER AND CONTRACTORS SHALL COMPLY WITH ALL REQUIREMENTS OF THE ILR10 FOR ALL SUCH CONSTRUCTION PROJECTS. THE STORM WATER DISCHARGES ASSOCIATED WITH THE CONSTRUCTION ACTIVITY FROM THIS SITE ARE SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE ILR10 GENERAL NPDES PERMIT, MODIFIED DATE APRIL 30, 2014. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH "PROCEDURES AND STANDARDS FOR URBAN SOIL AND EROSION AND SEDIMENTATION CONTROL IN ILLINOIS" AND THE "ILLINOIS URBAN MANUAL." THE EXECUTED OWNER CERTIFICATION AND THE CONTRACTOR CERTIFICATIONS SHALL BE KEPT ONSITE WITH THE APPROVED SWPPP. SWPPP AVAILABILITY THE OWNER SHALL RETAIN A COPY OF THE SWPPP AT THE CONSTRUCTION SITE FROM THE DATE OF PROJECT INITIATION TO THE DATE OF FINAL STABILIZATION. KEEPING PLANS CURRENT THE PERMITTEE SHALL AMEND THE PLAN WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE, WHICH HAS A SIGNIFICANT EFFECT ON THE POTENTIAL FOR THE DISCHARGE OF POLLUTANTS TO THE WATERS OF THE STATE AND WHICH HAS NOT OTHERWISE BEEN ADDRESSED IN THE PLAN OR IF THE PLAN PROVES TO BE INEFFECTIVE IN ELIMINATING OR SIGNIFICANTLY CONTROLLING POLLUTANTS IN STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION SITE ACTIVITY. IN ADDITION, THE PLAN SHALL BE AMENDED TO IDENTIFY ANY NEW CONTRACTOR AND/OR SUBCONTRACTOR THAT WILL IMPLEMENT A MEASURE OF THE PLAN. AMENDMENTS TO THE PLAN MAY BE REQUIRED BY THE MUNICIPALITY, OWNER, OR OTHER REVIEWING AGENCY. COPIES OF THE AMENDMENTS SHALL BE KEPT ONSITE AS PART OF THE SWPPP. RETENTION OF RECORDS THE OWNER SHALL RETAIN COPIES OF THIS PLAN AND ALL REPORTS AND NOTICES REQUIRED BY THIS PERMIT, AND RECORDS OF ALL DATA USED TO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT, FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE PERMIT COVERAGE EXPIRES OR IS TERMINATED. THIS PERIOD MAY BE EXTENDED BY THE REQUEST OF THE AGENCY AT ANY TIME. IN ADDITION, THE OWNER SHALL RETAIN A COPY OF THE PLAN REQUIRED BY THIS PERMIT AT THE CONSTRUCTION SITE FROM THE DATE OF PROJECT INITIATION TO THE DATE OF FINAL STABILIZATION. ILR10 NOTICE OF TERMINATION GUIDANCE WHEN A SITE HAS BEEN FINALLY STABILIZED AND ALL STORM WATER DISCHARGES FROM CONSTRUCTION SITES THAT ARE AUTHORIZED BY THE ILR10 PERMIT ARE ELIMINATED, THE OWNER OF THE FACILITY MUST SUBMIT A COMPLETED NOTICE OF TERMINATION THAT IS SIGNED IN ACCORDANCE WITH PART II.F.1.e (SIGNATORY REQUIREMENTS) OF THE PERMIT. BEST MANAGEMENT PRACTICES FOR POST CONSTRUCTION STORMWATER MANAGEMENT THE FOLLOWING POST -CONSTRUCTION PRACTICES HAVE BEEN INCLUDED WITHIN THIS STORMWATER POLLUTION PREVENTION PLAN TO CONTROL POLLUTION UPON COMPLETION OF CONSTRUCTION ACTIVITIES: - DEEP WATER DETENTION PONDS WITH NATIVE VEGETATION PLANTED ON SIDE SLOPES; - DRY BOTTOM DETENTION PONDS WITH NATIVE PLANTINGS; TOP OF BANK SLOPE *PARK SITE AND OPEN REFER TO LANDSCAPE SPACES TO BE IDOT CLASS 1 PLAN BY OTHERS SEED (200 LBS/ACRE) IDOT CLASS 4 SEED 83 LBS/ACRE HWL TO TOP OF BANK SLOPE - HWL 682.7 1' TOPSOIL IDOT CLASS 4B SEED (56 LBS/ACRE) 4.� IDOT CLASS 5B SEED (2 LBS/ACRE) BELOW NWL F p NWL 678.2 IDOT CLASS 4A SEED 76.5 LBS/ACRE - DEEP WATER NWL TO HWL POOL 1' TOPSOIL TYPICAL DETENTION BASIN SEEDING SECTION NOT TO SCALE - WATER -QUALITY DETENTION BASIN WITH EMERGENT AND NATIVE PLANTINGS; - POND INLET/OUTLET DESIGN TO PREVENT SHORT-CIRCUITING OF FLOW; - SEDIMENT POOLS AT DISCHARGE POINTS IN WATER QUALITY PONDS; - PERMANENT LEVEL SPREADERS; - VEGETATED SWALES WITH NATIVE PLANTINGS; - VEGETATED SWALES WITH NATIVE PLANTINGS AND UNDERDRAINS; - VEGETATED SWALES WITH TURF GRASSES; - FILTER STRIPS, 25-FOOT MINIMUM, WITH NATIVE GRASSES; - FILTER STRIPS, 25-FOOT MINIMUM WITH TURF GRASSES; - INFILTRATION BASINS; - INFILTRATION TRENCHING; - PERMEABLE PAVERS/PERMEABLE PAVEMENT; - CDS OR EQUAL MANUFACTURED STORMWATER TREATMENT SYSTEM; - RAIN BARRELS; - DRY WELL; - RIP RAP AT STORMWATER DISCHARGE POINTS; - HOUSE DOWNSPOUTS POSITIONED TO DISCHARGE ON GRADE VEGETATED/PERVIOUS GROUND COVER. CLIENT: DESIGNED KJM SHEET 8 Mackie Consultants, LLe - DRAWN DWP STORMWATER POLLUTION PREVENTION PLAN 1804 N. Naer Boulevard 9575 W. Higgins Road, Suite 500 p Suite 200 OF 0 6 ontILO Rosemont, IL 60018 K ovnanlan Naperville, IL 60563 APPROVED KJM Rosemont, Phone- 630-210-0888 LINK CROSSING RESIDENTIAL DEVELOPMENT Homes Fax- 630-946-6629 07/09/18 REVISED PER VILLAGE COMMENTS KJM DATE 04/25/18 PROJECT NUMBER: 2814 www.mackieconsult.com MACKIE CONSULTANTS 06/08/18 REVISED PER VILLAGE COMMENTS KJM BUFFALO GROVE,ILLINOIS © MACKIE CONSULTANTS LLC, 2018 DATE DESCRIPTION OF REVISION BY SCALE 1" = 100,ILLINOIS FIRM LICENSE 184-002694