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HomeMy WebLinkAbout10404 Ditch Road Stream Restoration Full SetCLIENT: SCOTT & JULIE MOOREHEAD 427 SPRINGWOOD DRIVE CARMEL, IN 46032 (P) 317-417-2674 708 ROOSEVELT ROAD WALKERTON, IN/USA 46574 (P) 574-586-3400 (F) 574-586-3446 www.stantec.com SPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTING PERMIT PLANS VICINITY MAP 1" = 20,000' Ross St. Clair, P.E. PROJECT DESIGN ENGINEER Ross.St.Clair@stantec.com *Stantec is Project Designer and Developer N SITE MAP 1" = 500' N SPRING MILL RUN PROJECT AREA SHEET INDEX SHEET # SHEET NAME 1 COVER 2 SWPPP NOTES 3 SHEET INDEX AND SWPPP OVERVIEW 4-7 PROPOSE CONDITIONS 8 CROSS-SECTIONS 9 SWPPP DETAILS 1 0-11 DETAILS 12 INVASIVE SPECIES MANAGEMENT NOTES 1 3-14 PROPOSED BRIDGE DETAIL 15 POND OUTLET DETAIL 1 6-18 OPEN FENCING DETAIL SURVEY DATUM: THE BEARINGS SHOWN ON PLANS ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88. TOTAL DISTURBANCE: 0.8 ACRES LEGAL DESCRIPTION: THE PROJECT SITE IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA. LATITUDE: 39.939035 LONGITUDE: -86.185070 PARCEL NUMBER: 17-13-09-00-00-011.000 NOTES: 1 . NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2. NO UTILITY RELOCATIONS PROPOSED, DO NOT DISTURB EXISTING UTILITIES. UTILITY LOCATES ARE THE RESPONSIBILITY OF THE DEVELOPER. 3. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 08/02/23 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.SaveDate: 2023/07/11 7:42 AM Login: Meert, Jennac:\users\jmeert\onedrive - stantec\desktop\238102077_swwp plans.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN SWPPP NOTES 238102077 2 180 www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 46574Construction SWPPP 1. 14 Digit Watershed Hydrologic Unit Code 05120201090060 Williams Creek 2. Name of all receiving waters If the discharge is to a municipal separate storm sewer, identify the ultimate receiving water Spring Mill Creek 3. Estimate of peak discharge for post construction conditions (10-year) 453 cfs per USGS StreamStats 4. Locations of specific points where stormwater discharge will leave the site. Outlet of previously permitted stormwater pond near station 108+00 on Sheet 7. 5. Locations where stormwater may be directly discharged into groundwater, such as abandoned wells or sinkholes NA 6. Soils map of the predominant soil types including: a. Soil legend with descriptions of each soil type See Construction Plans attachment b. Brief description of how the site has accommodated the existing soil limitations The existing soils are not anticipated to have any limitations in terms of stormwater infiltration and are well suited to handle any negligible stormwater flows resulting from the proposed stream restoration, bridge replacement (in-kind) and property fence. 7. Description of potential pollutant sources associated with the construction activities Potential pollutant sources include sediment from earth disturbing activities and fuel associated with heavy equipment operation. 8. Temporary and permanent stormwater quality measures: Construction entrances, stockpile areas and water pump around are the primary stormwater quality measures as detailed on Sheet 3 and Sheet 8. a. Location b. Dimensions c. Detailed specifications d. Construction details e. Monitoring and maintenance guidelines 9. General construction sequence Each plan should contain multiple stormwater pollution prevention measures. All measures will not be installed at the same time. Various measures will be installed at different times throughout the construction process. Some will be installed prior to land disturbance, and others may not be installed until work at the site progresses to an area where they are necessary. Each proposed measure should be identified in the sequence as to when it is to be installed in relation to the land disturbing activities. a. Mark clearing/grading limits. b. Install initial erosion control practices (construction entrance, silt fence around staging areas). c. In no greater than 500' increments, remove permitted trees starting and associated underbrush in areas of bank grading. d. Trees to be removed with rootball intact for later reuse as toe of slope stream protection. e. Perform bank grading per plan in no greater than 500' increments as to limit the amount of disturbed ground at any one time. f. Areas final graded or those disturbed areas not to be worked for more than 7 days to be final or temporarily seeded. g. Areas final graded and seeded to be protected with combination of coir matting underlaid with straw blanket for minimum two rows along entire stream corridor. Erosion control blanket (jutte and straw material) may be utilized above two rows of coir matting. h. Concurrent with bank grading, utilize pump around system to construct in-stream structures in the relative dry. Intercept clean water upstream of in-stream structure installation and discharge clean water downstream into existing gravel or rock bed. Move pump around system with each section of in-stream structure install. Repeat steps d through g for entirety of project site. To include installation of in-kind bridge replacement and property fencing. i. All disturbed areas not explicitly detailed for final site stabilization seed mix, plug planting and tree/shrub planting, to be seeded and mulched with appropriate stabilization seed mix. j. Monitor and maintain storwmater quality measures until vegetation establishment. Once site is vegetated, remove all temporary and permanent stormwater quality measures. 10. Location of proposed soil stockpiles, borrow, and/or disposal areas See Sheet 3 of Construction Plans 11. Temporary and Permanent surface stabilization methods appropriate for each season See Sheet 9 of Construction Plans. Native seed mix will be installed in all disturbed areas. Coir matting underlaid with straw blanket will be used along the stream banks to protect the surface during vegetation establishment and erosion control blanket will be used for the upper bank and overbank areas for the same purpose. 12. Erosion and sediment control specifications for individual building lots NA 13. Material handling, storage, and spill prevention plan a. List of expected materials that may be present on the site during construction operations Diesel fuel, equipment grease b. Written description of how these materials will be handled to minimize the potential of entering the storm sewer system All diesel fuel to be stored in on-site or truck mounted double wall diesel fuel tank. All equipment grease to be stored in on-site trailer or covered truck bed. c. Procedures for the contractor to take if any spills occur during construction. Contractor to be equipped with appropriate spill cleanup kits to be used for manageable spills. Should any spill be unmanageable, exceed 40 gallons or enter into a receiving water then the Contractor will call IDEM's 24-Hour Emergency Spill Line toll free at (888) 233-7745 or (317) 233-7745 and follow instructions prompted by the call. 14. Contact information for the trained individual responsible for stormwater pollution prevention for the project site a. Name Ross St.Clair, ross.st.clair@stantec.com b. Address 708 Roosevelt Road, Walkerton, IN 46383 c. Telephone number 574-579-2288 d.E-mail address ross.st.clair@stantec.com e.List of qualifications Professional Engineer, Annual trained individual training through Northwest Indiana Stormwater Advisory Group Post-Construction SWPPP 1.Description of potential pollutant sources associated with the proposed land use. Sediment from unvegetated areas. 2. Post-construction stormwater quality measures: Initial 80% vegetative establishment will be achieved within the first growing season and then post construction inspection of the site will take place for a period of 1 year post completion to ensure that disturbed areas continue to be vegetated. Use of coir mat underlaid with straw blanket along the streambanks and erosion control blanket (straw and jutte) along the upper embankment and overbank will provide initial protection of disturbed areas until full vegetation establishment. See Construction Plans for site stabilization measures. No structure stormwater quality measures will be required to prevent pollutant sources from the proposed land use. 3. Sequence describing stormwater quality measure implementation Description of when the proposed post construction stormwater quality measures will be installed in relation to the general construction sequence. See Construction Plans for final stabilization/vegetation establishment details.All disturbed areas not explicitly detailed for final site stabilization seed mix, plug planting and tree/shrub planting, to be seeded and straw mulched. 4. Stormwater quality measures to be implemented to prevent or minimize adverse impacts to stream and riparian habitats The overall project is a designed to decrease or eliminate existing streambank instability by establishing stable surfaces within and adjacent to the stream. Native seed, native plant plugs and native trees/shrubs will be implemented to provide dense and deep rooted vegetation to enhance the stream and riparian habitats. In-stream stone structures will be utilized to redirect high stress flows away from suspect banks and to create a reference riffle-pool sequence within the project area. Invasive species control and post-construction vegetation establishment inspection is proposed to ensure that native vegetation effectively establishes throughout the site. No other post-construction stormwater quality measures are necessary to prevent adverse impacts to the stream and riparian habitat. All in-stream structures are designed an implemented to be self-maintaining after the 1-year workmanship guarantee that the Contractor will be provided. 5. An operation and maintenance manual for all post-construction stormwater quality measures: NA . No long term maintenance of any structures is anticipated. a. A brief description of what a water quality BMP is and does. NA b. Contact information for the BMP owner NA c. A statement that the BMP owner is responsible for all maintenance and costs associated with the BMPs NA d.A right-of-entry statement allowing the City of Carmel to inspect and maintain the BMP as necessary NA e.A description of each BMP NA f.Specific actions to be taken regarding routine maintenance, remedial maintenance, and sediment/pollutant removal: NA h. Requirements regarding the submittal of annual inspection reports to the City of Carmel Engineering Department. The first report is due one year after construction is completed, with subsequent reports due each year within the same month of the initial report. If there are any deficiencies found during the inspection, these should be addressed. If the inspection report is not received within the month it is due, if there are deficiencies which were not included in the report, or if any deficiencies included in the report are not addressed in a timely manner, the BMP owner faces enforcement action from the City. The Contractor will provide a 1-year workmanship guarantee or as needed to ensure site vegetation establishment and proper operation of the in-stream structures. No formal post-construction BMPs are proposed for this project and the annual inspection report is not applicable. 08/02/23 RIDGEGATE LANE Sheet 5 Sheet 6 Sheet 7 DITCH ROADSheet 4 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.N SaveDate: 2023/07/11 7:42 AM Login: Meert, Jennac:\users\jmeert\onedrive - stantec\desktop\238102077_swwp plans.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN SHEET INDEX AND SWPPP OVERVIEW 238102077 3 180 1"=50' 0 50'100'25' www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 46574NOTES: 1. THE EXISTING PERMITTED CONSTRUCTION ENTRANCE TO BE UTILIZED FOR INGRESS/EGRESS OF SITE. 2. STOCKPILE AREAS TO BE INSTALLED PRIOR TO ROCK MATERIAL DELIVERY. 3. DETAILS FOR STREAM PUMP AROUND DETAILED ON SHEET 9. 4. ALL ADJACENT LAND USE IS RESIDENTIAL SHEET EXTENTS STREAM CENTERLINE EDGE OF PAVEMENT PROPERTY LINE TOE OF SLOPE SILT FENCE FLOODWAY ZONE AE ZONE AE LEGEND XS 1XS 2XS 3STOCKPILE AREA STOCKPILE AREA FUEL/GREASE STORAGE. SPILL KIT UTILIZE EXISTING PERMITTED CONSTRUCTION ENTRANCE SPRING MILL RUN NORMAL WATER LEVEL 822.9-826.7' SF 08/02/23 SXXX X XX SS SSSS SS SS The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.N SaveDate: 2023/07/14 10:00 AM Login: Meert, Jenna\\us0711-ppfss01\shared_projects\238102077\07_historical\cad\238102077_swwp plans_updated.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans_UPDATED.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN PROPOSED CONDITIONS 238102077 4 180 1"=10' 0 10'20'5' www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 46574PROPERTY LINE ~TREES~ MAJOR CONTOUR LINE (10') MINOR CONTOUR LINE (1') TOP OF BANK TOE OF SLOPE PROPERTY LINE STREAM CENTERLINE SANITARY SEWER LINE NATIVE RIPARIAN SEEDING BANK GRADING & SEEDING STONE TOE EXISTING TREES TREE TO BE REMOVED J-HOOK BOULDER GLIDE STRUCTURE SITE DRAINAGE FLOODWAY ZONE AE ZONE AE LIMITS OF DISTURBANCE LEGEND GRADE BANK TO 2H:1V, SEED SLOPE AND 10' NATIVE RIPARIAN PLANTING ZONE WITH SLOPE STABILIZATION SEED MIX, 2' STONE TOE AT TOE OF SLOPE. SEE DETAIL SHEET 10. 2' STONE TOE AT TOE OF SLOPE. NO BANK GRADING. SEE DETAIL SHEET 10. GRADE BANK TO 2H:1V, SEED SLOPE WITH SLOPE STABILIZATION SEED MIX, 2' STONE TOE AT TOE OF SLOPE. SEE DETAIL SHEET 10. XS 1~TREES~ ~GRASS~ SS ALL WORK ON MCCLAIN PROPERTY REMOVED FROM PROJECT SCOPE. LIMITS OF DISTURBANCE 08/02/23 S SSSSSSSSS S S S S S S S S S S S S S S S S 748 749 750 751 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.N SaveDate: 2023/07/11 7:42 AM Login: Meert, Jennac:\users\jmeert\onedrive - stantec\desktop\238102077_swwp plans.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN PROPOSED CONDITIONS 238102077 5 180 1"=10' 0 10'20'5' www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 46574SANITARY LINE TO BE LOCATED PRIOR TO EARTHWORK AND PROTECTED 11 TREES TO BE REMOVED ON LEFT DOWNSTREAM BANK FROM STA 101+90 TO STA 104+80. REMOVED TREES TO BE REINCORPORATED INTO STONE TOE TREATMENT GRADE BANK TO 2H:1V, SEED SLOPE AND 10' NATIVE RIPARIAN PLANTING ZONE WITH SLOPE STABILIZATION SEED MIX, 2' STONE TOE AT TOE OF SLOPE. SEE DETAIL SHEET 10. INSIDE FLOODPLAIN GRADING, GRADE BANK TO 3H:1V TO 5H:1V, SEED SLOPE AND 10' NATIVE RIPARIAN PLANTING ZONE WITH SLOPE STABILIZATION SEED MIX. SEE DETAIL SHEET 10. SEE SHEET 11 FOR J-HOOK AND BOULDER GLIDE STRUCTURE DETAIL ~TREES/BRUSH~ ~TREES~ ~GRASS~ MAJOR CONTOUR LINE (10') MINOR CONTOUR LINE (1') TOP OF BANK TOE OF SLOPE PROPERTY LINE STREAM CENTERLINE SANITARY SEWER LINE NATIVE RIPARIAN SEEDING BANK GRADING & SEEDING STONE TOE EXISTING TREES TREE TO BE REMOVED J-HOOK BOULDER GLIDE STRUCTURE SITE DRAINAGE FLOODWAY ZONE AE ZONE AE LIMITS OF DISTURBANCE LEGEND SS SS LIMITS OF DISTURBANCE 08/02/23 S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSDSD501 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.N SaveDate: 2023/07/14 10:00 AM Login: Meert, Jenna\\us0711-ppfss01\shared_projects\238102077\07_historical\cad\238102077_swwp plans_updated.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans_UPDATED.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN PROPOSED CONDITIONS 238102077 6 180 1"=10' 0 10'20'5' www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 46574MAJOR CONTOUR LINE (10') MINOR CONTOUR LINE (1') TOP OF BANK TOE OF SLOPE PROPERTY LINE STREAM CENTERLINE SANITARY SEWER LINE STORM PIPE NATIVE RIPARIAN SEEDING BANK GRADING & SEEDING STONE TOE TRIBUTARY ENHANCEMENT EXISTING TREES TREE TO BE REMOVED SITE DRAINAGE FLOODWAY ZONE AE ZONE AE LIMITS OF DISTRUBANCE LEGEND SSSS SDSDXS 2~TREES~ ~GRASS~ MOW VEGETATION, TREAT INVASIVE PLANTS, SELECTIVE SHRUB/FLOWER PLANTING. FOOT BRIDGE SEE DETAIL ON SHEET 11 EXISTING BRIDGE TO BE REPLACED IN KIND WITH 5 TON BRIDGE, DESIGNED BY OTHERS, SEE DETAIL ON SHEET 13 AND 14 GRADE BANK TO 2H:1V, SEED SLOPE AND 10' NATIVE RIPARIAN PLANTING ZONE WITH SLOPE STABILIZATION SEED MIX SEE DETAIL SHEET 10. GRADE BANK TO 3H:1V TO 5H:1V, SEED SLOPE AND 10' NATIVE RIPARIAN PLANTING ZONE WITH SLOPE STABILIZATION SEED MIX SEE DETAIL SHEET 10. GRADE BANK TO 3H:1V, SEED SLOPE AND 10' NATIVE RIPARIAN PLANTING ZONE WITH SLOPE STABILIZATION SEED MIX, 2' STONE TOE AT TOE OF SLOPE. SEE DETAIL SHEET 10. SANITARY LINE TO BE LOCATED PRIOR TO EARTHWORK AND PROTECTED SANITARY LINE TO BE LOCATED PRIOR TO EARTHWORK AND PROTECTED PROPOSED BRIDGE LIMITS OF DISTURBANCE 08/02/23 G WW WW W W WW W W WW W W WW W WOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHES S S S S S S SSS S S S S S S SSSSSSSSSD SD SD SD SD SD SD SD 5203 5204 752 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.N SaveDate: 2023/07/14 10:00 AM Login: Meert, Jenna\\us0711-ppfss01\shared_projects\238102077\07_historical\cad\238102077_swwp plans_updated.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans_UPDATED.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN PROPOSED CONDITIONS 238102077 7 180 1"=10' 0 10'20'5' www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 46574MAJOR CONTOUR LINE (10') MINOR CONTOUR LINE (1') TOP OF BANK TOE OF SLOPE PROPERTY LINE STREAM CENTERLINE SANITARY SEWER LINE STORM PIPE WATER LINE OVER HEAD LINES PERMANENT & BREAKAWAY FENCING EDGE OF PAVEMENT NATIVE RIPARIAN SEEDING BANK GRADING & SEEDING STONE TOE EXISTING TREES TREE TO BE REMOVED FLOODWAY ZONE AE ZONE AE LIMITS OF DISTURBANCE LEGEND SSSS SDSD OHE W STORMWATER POND OUTLET AT STA 108+10 ELE 822.9' , SEE DETAIL ON SHEET 15 PROPOSED FENCE SEE DETAIL ON SHEET 16, 17, & 18, GRADE BANK TO 3H:1V TO 5H:1V, SEED SLOPE AND 10' NATIVE RIPARIAN PLANTING ZONE WITH SLOPE STABILIZATION SEED MIX. SEE DETAIL SHEET 10. 2' STONE TOE AT TOE OF SLOPE, NO BANK GRADING. SEE DETAIL SHEET 10.XS 3APPROXIMATE STORMWATER POND LIMITS ~TREES/BRUSH~ ~TREES/GRASS~ ~GRASS~ SANITARY LINE TO BE LOCATED PRIOR TO EARTHWORK AND PROTECTED EDGE OF PAVEMENT LIMITS OF DISTURBANCE 08/02/23 820 825 830 835 840 820 825 830 835 840 0+00 0+50 1+00 1+50 2+00 2+50 2+80 820 825 830 835 840 820 825 830 835 840 0+00 0+50 1+00 1+50 2+00 2+12 825 830 835 840 825 830 835 840 0+00 0+50 1+00 1+50 1+80 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.SaveDate: 2023/07/11 7:42 AM Login: Meert, Jennac:\users\jmeert\onedrive - stantec\desktop\238102077_swwp plans.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN CROSS-SECTIONS 238102077 8 180 www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 46574BASE FLOOD ELEVATION (BFE) ORDINARY HIGH WATER MARK (OHWM) EXISTING GRADE PROPOSED GRADE GRADING/CUT STONE TOE LEGEND BFE 831.3' BFE 828' BFE 832.1' OHWM 828.4' OHWM 825.8' OHWM 824.4' QUANTITIES BELOW BFE: CUT: 20.5 FT2, SOIL FILL: 9.1 FT2 STONE QUANTITIES BELOW BFE: CUT: 10.5 FT2 BRIDGE NET FILL: 19 FT2 (95 FT2, PROPOSED BRIDGE 76 FT2, EXISTING BRIDGE) QUANTITIES BELOW BFE: CUT: 16.1 FT2, SOIL FILL: 21.8 FT2, FENCING PROPOSED BRIDGE, SAME LOCATION AS EXISTING, LOW CHORD SAME AS EXISTING, BRIDGE OPENING 10.5 FT2 GREATER THAN EXISTING OPEN FENCING LOW CHORD/LOW STRUCTURE ELEVATION PROPOSED & EXISTING 827.4' ROADWAY ELEVATION EXISTING 829.1', PROPOSED 829.3' HIGH STRUCTURE ELEVATION EXISTING 831.4' , PROPOSED 830.9'PROPOSED BRIDGE - GRAY SOLID HATCH EXISTING BRIDGE - PINK LINE HATCH LEFT DOWNSTREAM FLOODWAY EXTENT RIGHT DOWNSTREAM FLOODWAY EXTENT RIGHT DOWNSTREAM FLOODWAY EXTENT RIGHT DOWNSTREAM FLOODPLAIN EXTENT RIGHT DOWNSTREAM FLOODWAY EXTENT LEFT DOWNSTREAM FLOODPLAIN EXTENT LEFT DOWNSTREAM FLOODWAY EXTENT LEFT DOWNSTREAM FLOODWAY EXTENT 08/02/23 NOTES: A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. PUBLIC STREET EXISTING GROUND 100' MIN. 18' MIN. 6" MIN. SOIL STABILIZATION FABRIC UNDER 2"-3" WASHED STONE 100' MIN.PUBLIC STREETFILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. 1. 2. 3. 4. 5. NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE PREVIOUSLY PERMITTED CONSTRUCTION ENTRANCE TO BE UTILIZED FOR INGRESS/EGRESS OFF DITCH ROAD. IMPERVIOUS MATERIAL WORK AREA BASE FLOW + 1 FOOT (2FT MINIMUM) SEDIMENT DIKE FLOW FLOW P CLEAN WATER DIKE PUMPS SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATOR MADE OF RIPRAP OR SANDBAGES DISCHARGE HOSE STREAM DIVERSION PUMPS INTAKE HOSE SUMP-HOLE OR POOL (12" TO 18" DEEP 2' DIA.) WORK AREA LENGTH NOT TO EXCEED THAT WHICH CAN BE COMPLETED IN ONE DAY A A NOT TO SCALE PUMP AROUND - PLAN VIEW NOT TO SCALE PUMP AROUND - CROSS SECTION DEPTH The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.SaveDate: 2023/07/14 10:00 AM Login: Meert, Jenna\\us0711-ppfss01\shared_projects\238102077\07_historical\cad\238102077_swwp plans_updated.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans_UPDATED.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN SWPPP DETAILS 238102077 9 180 www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 4657408/02/23 NOTES: A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. PUBLIC STREET EXISTING GROUND 100' MIN. 18' MIN. 6" MIN. SOIL STABILIZATION FABRIC UNDER 2"-3" WASHED STONE 100' MIN.PUBLIC STREETFILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. 1. 2. 3. 4. 5. NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE PREVIOUSLY PERMITTED CONSTRUCTION ENTRANCE TO BE UTILIZED FOR INGRESS/EGRESS OFF DITCH ROAD. IMPERVIOUS MATERIAL WORK AREA BASE FLOW + 1 FOOT (2FT MINIMUM) SEDIMENT DIKE FLOW FLOW P CLEAN WATER DIKE PUMPS SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATOR MADE OF RIPRAP OR SANDBAGES DISCHARGE HOSE STREAM DIVERSION PUMPS INTAKE HOSE SUMP-HOLE OR POOL (12" TO 18" DEEP 2' DIA.) WORK AREA LENGTH NOT TO EXCEED THAT WHICH CAN BE COMPLETED IN ONE DAY A A NOT TO SCALE PUMP AROUND - PLAN VIEW NOT TO SCALE PUMP AROUND - CROSS SECTION DEPTH The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.SaveDate: 2023/07/11 7:42 AM Login: Meert, Jennac:\users\jmeert\onedrive - stantec\desktop\238102077_swwp plans.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN SWPPP DETAILS 238102077 9 180 www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 4657408/02/23 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.SaveDate: 2023/07/11 7:42 AM Login: Meert, Jennac:\users\jmeert\onedrive - stantec\desktop\238102077_swwp plans.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN DETAILS 238102077 10 180 www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 46574EXISTING STREAMBED STONE TOE WITH BANK GRADING NOT TO SCALE STONE TOE WITHOUT GRADING NOT TO SCALE TOP OF BANK SEED WITH SLOPE STABILIZATION MIX GRADE BANK BACK TO 2H:1V OR 3H:1V SLOPE (PER PLAN VIEW), BLANKET WITH C700 G COIR MATTING UNDERLAID WITH NAG S 75 BN (BIODEGRADABLE) WITH 12" WOOD/ BIODEGRADEABLE STAKES, 3 FT O.C. ALONG PERIMETER/AT JOINTS & 6 FT O.C. WITHIN INTERIOR. EXISTING GRADE PROPOSED GRADE TOP OF ROCK MAXIMUM 2:1 (H:V) EXISTING STREAMBED TOP OF BANK EXISTING GRADE TOP OF ROCK MAXIMUM 1.5:1 (H:V) AS AVAILABLE INCORPORATE WOODY MATERIAL. DRIVE ROOTFAN/LOG INTO BANK AT BASE FLOW ELEVATION AS AVAILABLE INCORPORATE WOODY MATERIAL. DRIVE ROOTFAN/LOG INTO BANK AT BASE FLOW ELEVATION EXAMPLE WITH REINCORPORATED WOOD EXAMPLE W/OUT REINCORPORATED WOOD EXISTING STREAMBED BANK GRADING ONLY NOT TO SCALE TOP OF BANK SEED WITH SLOPE STABILIZATION MIX GRADE BANK BACK TO 3H:1V TO 5H:1V SLOPE, BLANKET WITH C700 G COIR MATTING UNDERLAID WITH NAG S 75 BN (BIODEGRADABLE) WITH 12" WOOD/ BIODEGRADEABLE STAKES, 3 FT O.C. ALONG PERIMETER/AT JOINTS & 6 FT O.C. WITHIN INTERIOR. EXISTING GRADE PROPOSED GRADE NOTE: SLOPE STABILIZATION SEED MIX TO BE USED IN ALL BANK GRADING AND NATIVE RIPARIAN SEEDING AREAS NOTE: SELECTIVE PLANTING LIST TO BE DETERMINED. POTENTIAL PLANT PLUG SPECIES LISTED ABOVE TREE/SHRUB MITIGATION PLANTING LIST NOTE: TREE/SHRUB MITIGATION SPECIES TO BE PLANTED WITHIN FLOODWAY AT SPACING SPECIFIED IN TABLE 08/02/23 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.SaveDate: 2023/07/11 7:42 AM Login: Meert, Jennac:\users\jmeert\onedrive - stantec\desktop\238102077_swwp plans.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN DETAILS 238102077 11 180 www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 46574J-HOOK - PLAN VIEW NOT TO SCALE J-HOOK VANE - CROSS SECTION VIEW SCOUR POOL J-HOOK - PROFILE VIEW NOT TO SCALE FLOW EXTEND BOULDERS 5' PAST BANKFULL WIDTH BACKFILL UPSTREAM FACE J-HOOK WITH ADJACENT BED MATERIAL (FINES ACCEPTABLE) EXTEND SILL STONES 5' PAST BANKFULL WIDTH 20-22'~15 1 3 BA N K F U L L WI D T H ; 7-8' INVERT/TOP SURFACE STONE MATCHES INVERT SURFACE STONE AT CENTER OF CHANNEL FOOTER STONE BOULDERS 12-18" DIAMETER SURFACE BOULDER BANKFULL FOOTER STONE FLOW STREAM BED SURFACE STONES SHALL CONTACT ATLEAST TWO FOOTER STONES. TOP SURFACE STONES TO EXTEND TO 3 4 BANKFULL OR 1' BELOW BANKFULL ELEV. VANE ARM TIE-IN ELEV AT 3 4 BANKFULL ~3% SLOPE SURFACE STONE EXTEND SILL STONES 5' INTO PAST BANKFULL WIDTH) INVERT ELEVATION FOOTER STONE BOTTOM FOOTER STONE EXTENDS MINIMUM 24" BELOW PROPOSED BED 25-30 DEG ANGLE OF DEPARTURE INVERT ELEV. FOOTER STONE (TOP) UPSTREAM CONSTRUCTED RIFFLE OR NATIVE COBBLE TO FILL VOID SPACE AT UPSTREAM FACE OF J-HOOK ARCH BOULDERS MINIMUM 2' DEEP DOWNSTREAM OF STRUCTURE. EXTENDS TO TOP OF FOOTER STONE. MINIMUM WIDTH 3'. SURFACE STONE INVERT BOULDER GLIDE STRUCTURE - PLANVIEW NOT TO SCALE NOT TO SCALE BOULDER GLIDE STRUCTURE - PROFILE BOULDER GLIDE STRUCTURE- CROSS SECTION BANKFULLFLOW BANKFULL FOOTER STONE MINIMUM DIAMETER 12-18" BOULDERS. TO EXTEND MINIMUM 24" BELOW PROPOSED BED SURFACE. 40-45° ANGLE OF DEPARTURE BANKFULL TOP OF SURFACE STONES = 0-0.3' ABOVE INVERT FOOTER STONE UPSTREAM POOL ELEVATION 0-0.3' ABOVE FOOTER INVERT/TOP SURFACE STONE INVERT/TOP OF FOOTER STONES AT OR SLIGHTLY ABOVE STREAMBEDBACKFILL DOWNSTREAM AREA OF STRUCTURE WITH ONSITE COBBLE SURFACE STONE 12-18" BOULDERS FOOTER STONE 12-18' BOULDERS ONSITE COBBLE INVERT/TOP SURFACE STONE REACHES 1 2 BKF ELEV. AT BANKFULL LIMIT 40-45° INNER BERM 1 2 BANKFULL WIDTH 5' UPSTREAM 5' DOWNSTREAM BACKFILL UPSTREAM AREA OF STRUCTURE WITH ONSITE COBBLE INVERT ELEVATION FOOTER STONE EXTEND BOULDERS 5' PAST BANKFULL LIMIT TYPICAL 22' EXAMPLE J-HOOK FOOTBRIDGE EXAMPLE NOT TO SCALE FOOTBRIDGE DETAIL 10" THICK, 2-3' WIDE STONE, MIN SPAN TOB TO TOB MINIMUM 1' 08/02/23 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.SaveDate: 2023/07/11 7:42 AM Login: Meert, Jennac:\users\jmeert\onedrive - stantec\desktop\238102077_swwp plans.dwgBy Revision Appd. YY.MM.DDBy Issued Appd. YY.MM.DD Chkd. Dwn.Dsgn. YY.MM.DD File Name: 238102077_SWWP Plans.dwg JLM RAS 23.05.25 Permit-Seal Drawing No.TitleClient/ProjectSheet of Project Number: Revision SCOTT & JULIE MOOREHEADSPRING MILL RUN AT DITCH ROAD DESIGN AND PERMITTINGHAMILTON COUNTY, IN INVASIVE SPECIES MANAGEMENT NOTES 238102077 12 180 www.stantec.com708 ROOSEVELT ROADWALKERTON, IN 46574Invasive Species Management: Stantec will provide invasive species management and reduction within the Property, approximately 4 acres performed by a licensed and trained crew with experience on invasive species treatment and reduction. The primary species of concern will be bush honeysuckle (Lonicera maackii), burning bush (Euonymus alatus), autumn olive (Elaeagnus umbellata), privet (Ligustrum obtusifolium ) and vinca (Vinca minor). Woody shrubs will be treated by either foliar treatment or cut/stump. The groundcover Vinca will be treated via foliar treatment only. The non-honeysuckle target species will be cut within 4 inches of the ground with the remaining stump treated with a site appropriate herbicide. Herbicide application will occur within 0.5-hour of the cut to ensure adequate uptake by the plant. Specimens that are less than 1 inch diameter at the point of cutting and or less than approximately 3-foot may be treated via foliar treatment. Please note, glyphosate is not recommended for foliar treatment for autumn olive. Herbicide rate and mixes should always be verified by the applicator per the product's label. Cut material will be chipped on-site. Chipped material will not exceed 2-inches of depth on-site and will be taken off-site for proper disposal, if needed. Foliar treatment will occur in the early spring and late fall of the growing season for honeysuckle species. Foliar treatment needs to occur when the leaves have reached close to full size in the spring and prior to detachment phase in the fall. Treatment should occur when non-target species have no to minimal presence (foliar growth) in the understory to avoid incidental uptake of the herbicide. A total of 4 visits will occur during the first year of treatment growing season with the initial visit anticipated to be in late winter or early spring based on site conditions, weather and leaf out of target species with a second visit either in spring or summer based on treatment window and site conditions. Vinca should be treated concurrently starting in early summer. At least two visits will occur in the late summer and fall with at least one being a foliar treatment of the non-native honeysuckle shrub species. The final visit is anticipated to be completed by November 17, 2023. The second year of treatment shall be predominantly foliar treatment with species and site appropriate herbicide by trained and licensed persons. Timing of treatment should follow the outline of treatment outlined in the initial year of treatment. If larger individuals are identified that have not responded to previous foliar treatments, those should be cut and treated to prevent seed production from occurring. 08/02/23 INFORMATION IN THIS DRAWING IS THE SOLE PROPERTY OF BIG-R BRIDGE. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION IS STRICTLY PROHIBITED.www.ContechES.com 08/02/23 PROPOSED STORM 1 H: 1"=30 | V: 1"=3 OUTFALL EXHIBIT CARMEL, IN STREAM OUTFALL SYCAMORE CREEK RESIDENCEEX. 1 ©NORTH08/02/23 ISSUE DATE 05/17/2023 DRAWN BY MQ PROJECT Sycamore Creek 10404 Ditch Road Carmel, IN Jezroc Metalworks, Inc. 4202 West 176th St. Sheridan, IN 46069 1 10'-0" 3" 4" x 3" Posts at approx. 10'-0" OC 3" x 1" Upper and Lower Rail Lower Rail to be contoured to follow grade and will be arched to allow 7' +/- clearance at creek bed. 3/4" Round Bar (typ) Proposed Center Wall Section Design 6" 08/02/23 ISSUE DATE 3/27/2018 DRAWN BY MQ PROJECT Pecar Park Dumpster Gates Shop Drawings for approval Jezroc Metalworks, Inc. 205 South 1100 East Zionsville, IN 46077 2) Frame to be Powder Coated Black. Color Selection TBD 1) All surface welds to be ground smooth Notes: 1 1/2" angle to fasten Trex board with Carriage bolts Rear Elevation No Scale Sheet 2 08/02/23 ISSUE DATE 3/27/2018 DRAWN BY MQ PROJECT Pecar Park Dumpster Gates Shop Drawings for approval Jezroc Metalworks, Inc. 205 South 1100 East Zionsville, IN 46077 2) Frame to be Powder Coated Black. Color Selection TBD 1) All surface welds to be ground smooth Notes: Mounting Eyes for stop chains Chains to be attached to back side of top member of gate frame Plan View No Scale Sheet 3 08/02/23