Loading...
HomeMy WebLinkAbout20231027_V3_SpringMillRun_StreamRestorationPlanSet_230437ALLENWELLSRIPLEYJEFFERSONJACKSONVANDER-POSEYBURGHGIBSONCRAWFORDDUBOISSPENCERWARRICKPERRYPIKEKNOXDAVIESSORANGEMARTINLAWRENCEFLOYDHARRISONWASHINGTONSCOTTCLARKNEWTONBENTONWARRENSULLIVANVIGOBOONEHENDRICKSMORGANCLAYGREENEOWENMONROEPUTNAMPARKEVERMILLION BARTHOLOMEWBROWNJENNINGSDECATURHANCOCKSHELBYJOHNSONMARIONRUSHFULTONCARROLMONTGOMERYTIPPECANOEFOUNTAINCLINTONWHITEJASPERCASSPULASKIGRANTMADISONTIPTONHAMILTONHOWARDDELAWAREBLACK-FORDWABASHMIAMIHUNTINGTON WHITLEYOHIOSWITZERLANDDEARBORNFRANKLINUNIONFAYETTEWAYNERANDOLPHJAYADAMSLAKEMARSHALLST. JOSEPHPORTERSTARKELAPORTEKOSCIUSKOELKHARTNOBLELAGRANGEDEKALBSTEUBENHENRYI, THEODORE BLAHNIK, A LICENSED PROFESSIONAL ENGINEER OF INDIANA, HEREBY CERTIFYTHAT THE CIVIL ENGINEERING PLANS WERE PREPARED ON BEHALF OF CROOKED STICK GOLFCOURSE BY V3 COMPANIES, LTD. UNDER MY PERSONAL DIRECTION. THIS TECHNICALSUBMISSION IS INTENDED TO BE USED AS AN INTEGRAL PART OF AND IN CONJUNCTION WITHTHE PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS.DATED THIS 22 DAY OF MAY, A.D., 2024.INDIANA LICENSED PROFESSIONAL ENGINEERMY LICENSE EXPIRES ON NOVEMBER 30, 2024NO SCALEPROJECT TEAMENGINEEROWNER/DEVELOPERFORV3 Companies, Ltd.619 North Pennsylvania StreetIndianapolis, Indiana 46204317-423-0690Project Manager: Jeff Moodyjmoody@v3co.comProject Engineers: Ted Blahniktblahnik@v3co.comJim Rinehartjrinehart@v3co.comMichael Raunmraun@v3co.comCARMEL, INDIANATITLE SHEETGENERAL NOTES AND CONDITIONSEXISTING CONDITIONSEXISTING CONDITIONS - 0+00 TO 4+00EXISTING CONDITIONS - 4+00 TO 11+50EXISTING CONDITIONS - 11+50 TO 16+50EXISTING CONDITIONS - 16+50 TO 22+50PROPOSED SITE LAYOUT - SITE OVERVIEWPROPOSED SITE LAYOUT - 1+60 TO 3+70PROPOSED SITE LAYOUT - 3+70 TO 5+90PROPOSED SITE LAYOUT - 5+90 TO 8+90PROPOSED SITE LAYOUT - 8+90 TO 11+00PROPOSED SITE LAYOUT - 11+00 TO 12+80PROPOSED SITE LAYOUT - 12+80 TO 14+50PROPOSED SITE LAYOUT - 14+50 TO 15+85PROPOSED SITE LAYOUT - 15+85 TO 18+20PROPOSED SITE LAYOUT - 18+50 TO 20+45SPRING MILL RUN PROFILE 21+00 TO 9+80SPRING MILL RUN PROFILE 9+80 TO 0+00IN-STREAM STRUCTURE DETAILSBANK STABILIZATION DETAILSEROSION CONTROL PLANEROSION CONTROL DETAILSEROSION CONTROL SPECIFICATIONSNR0.0NR0.1NR1.0NR1.1NR1.2NR1.3NR1.4NR2.0NR2.1NR2.2NR2.3NR2.4NR2.5NR2.6NR2.7NR2.8NR2.9NR2.10NR2.11NR3.0NR3.1NR4.0-NR4.4NR4.5NR4.6CONSTRUCTION PLANSCrooked Stick Golf Club, LLC1964 Burning Tree LnCarmel, IN 46032Contacts: Jake Gargaszjakegargasz@crookedstick.orgPaul Riouxprioux@platinum-properties.comNATURAL RESOURCE PLANSCROOKED STICK GOLF COURSE STREAMRESTORATIONNO SCALEPROJECTLOCATIONINDEXDRAWING NO.NR0.0N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR0.0 TitleSheet_230437.dwg5/22/2024PROJECTLOCATIONDESCRIPTIONDATENO. R E V I S I O N S PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: ORIGINAL ISSUE DATE:230437 JANUARY 2024 TPB MAR JSM CARMEL IN TITLE SHEET CROOKED STICK GOLF COURSE STREAM RESTORATION DESCRIPTIONDATENO. 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.comLOCATION MAPVICINITY MAPPROFESSIONAL ENGINEER'S CERTIFICATION BASE FLOOD ELEVATIONS AND FLOODWAY LOCATIONSWERE DETERMINED FROM FLOOD INSURANCE STUDY#18057CV003C (HAMILTON COUNTY) DATED 2019CONSTRUCTION NOTE:PRIVATE SANITARY SEWER LATERALS, TIED TOHOUSES AT 1814, 1700, AND 1650 W 106TH STREET,CROSS SPRING MILL RUN AT UNKNOWN DEPTHS. IFPRIVATE SANITARY SEWER LATERALS AREEXPOSED OR DAMAGED DURING CONSTRUCTION,CALL TRICOUNTY REGIONAL SEWER DISTRICT AT317-844-9200 AS ALL REPAIRS MUST BE INSPECTEDPRIOR TO BACKFILL.SITE TOTAL DISTURBANCE AREA: 3.29 ACRES6/4/2024 DRAWING NO.NR0.1N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR0.0 TitleSheet_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN GENERAL NOTES AND CONDITIONS CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone GENERAL NOTES AND CONDITIONS:T+E 3RO3OSED 3RO-ECT IS A STREA0 RESTORATION AND DOES NOT IN9OL9E LANDDE9ELO30ENT ACTIONS T+AT :O8LD RES8LT IN A C+ANGE IN O9ERALL SITE DRAINAGE OR3ER0EA%ILIT< T+ERE :ILL %E NO ADDED I03ER9IO8S S8R)ACEALL ELE9ATIONS ARE IN NORT+ A0ERICAN 9ERTICAL DAT80 O)  T+E +ORI=ONTAL DAT80IS INDIANA STATE 3LANE COORDINATES NADTOTAL SITE:IDE C8T ASSOCIATED :IT+ T+E 3RO3OSED STREA0 RESTORATION IS  C<TOTAL SIDE:IDE )ILL ASSOCIATED :IT+ T+E 3RO-ECT IS  C< )OR T+E CONSTR8CTION O)A 3RI9AC< %ER0 :+IC+ IS O8TSIDE T+E E))ECTI9E )LO: AREA O) S3RING 0ILL R8NT+E E;ISTING SE:ER 8TILIT< A33EARS ON S+EET NR  NR  T+IS IS T+E ONL< E;ISTING8TILIT< T+AT IS SIT8ATED :IT+IN T+E AREA O) T+E 3RO3OSED :OR.T+E 3RO3OSED 3RO-ECT DOES NOT IN9OL9E AN< NE: DRAINAGE )ACILITIES AS A STREA0RESTORATION NO ALTERATIONS TO T+E C8RRENT SITE DRAINAGE ARE 3RO3OSED NO3REE;ISTING DRAINAGE )ACILITIES ARE SIT8ATED :IT+IN T+E LI0ITS O) T+E 3RO3OSED :OR.T+E LI0ITS O) DIST8R%ANCE ARE INDICATED ON T+E RE9ISED S+EETS NR   NR  NOO))SITE LAND DIST8R%ANCE IS 3RO3OSEDDETAILS O) T+E E;ISTING STREA0 CAN %E RE)ERENCED IN S+EETS NR   NR  NO NE:C8L9ERTS STOR0 SE:ERS S8%S8R)ACE DRAINS C8R%S CON9E<ANCE C+ANNELS O9ER)LO:3AT+S 3ONDING AREAS OR EASE0ENTS ARE 3RO3OSEDNO EART+ DIST8R%ING ACTI9IT< 0A< CO00ENCE :IT+O8T AN A33RO9ED STOR0:ATER 0ANAGE0ENT 3ER0IT8TILIT< RELOCATIONS RE48IRED %< T+E 3RO-ECT S+ALL %E T+E RES3ONSI%ILIT<O) T+E DE9ELO3ER 8TILIT< LINE RELOCATIONS RE48IRED )OR ROAD 3RO-ECTST+AT RES8LT IN A CON)LICT :IT+ 3RO3OSED DE9ELO30ENT S+ALL %E T+EDE9ELO3ER TO RESOL9E :IT+ T+E 8TILIT< E;ISTING 3OLE LINES RE48IRED TO %ERELOCATED TO :IT+IN ONE )OOT O) 3RO3OSED RIG+TO):A< LINEALL E;ISTING 3ERI0ETER ROAD DRAINAGE STR8CT8RES AND %RIDGES ACROSS T+E)RONTAGE O) T+IS DE9ELO30ENT ARE INDICATED ON T+E 3LANS 3RO9ISIONS+A9E %EEN 0ADE TO I03RO9E OR RE3LACE AN< DRAINAGE STR8CT8RES AND%RIDGES AS NECESSAR< OR AS RE48EST %< T+E CIT< O) CAR0EL TOACCO00ODATE T+E 3A9E0ENT :IDENING A8;ILIAR< LANES 08LTI8SE 3AT+ ANDAN< OT+ER RE48IRED I03RO9E0ENTS TO T+E 3RO3ERT< OR T+E ROAD:A< T+ECOST TO I03RO9E OR RE3LACE AN< DRAINAGE STR8CT8RES AND %RIDGES :ILL %E%ORNE %< T+E DE9ELO3ERDA0AGE TO T+E E;ISTING RIG+TO):A< S+ALL %E RESTOREDRE3AIRED TO T+ESATIS)ACTION O) T+E CIT< O) CAR0EL AT T+E CO03LETION O) T+E 3RO-ECTT+E CONTRACTOR IS ENCO8RAGED TO INS3ECT T+E RIG+TO):A< :IT+ T+E CIT<3RIOR TO T+E START O) CONSTR8CTION TO DOC80ENT T+E E;ISTING CONDITIONO) T+E RIG+TO):A<STOR0:ATER DRAINAGE )ACILITIES ARE NOT 3RO3OSED D8E TO T+E 38R3OSE O)T+IS 3RO-ECT ALLO:A%LE RELEASE RATES 9OL80E O) DETENTION RE48IREDAND 9OL80E O) DETENTION 3RO9IDED ARE NOT A33LICA%LE6/4/2024 © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS EPT. LOT 27LOT 26PT. LOT 25LOT 24PT. LOT 25LOT 23LOT 22PT. LOT 27LOT 26AREPLAT OF WEST HALF LOT 25,PART OF LOT 26 AND PART OF LOT 27LOT 112CROOKED STICK ESTATESSPRING RUN ESTATESSECTION ONEP.B. 2, PG 272INSTR. 9431SPRING RUN ESTATESSECTION ONEP.B. 2, PG 272INSTR. 9431F. BOYD HOVDE AND ALICE A. HOVDEINSTR. #2003124346 0+0 0 0+4 0 α α'DRAWING NO.NR1.0N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR1.0 - Existing Conditions.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EXISTING CONDITIONS - SITE OVERVIEW CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone EMATCHLINE - SHEET NR1.1MATCHLINE - SHEET NR1.2MATCHLINE - SHEET NR1.3MATCHLINE - SHEET NR1.46/4/2024 ELOT 24DRAWING NO.NR1.1N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR1.0 - Existing Conditions.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EXISTING CONDITIONS - 0+00 TO 4+00 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone E6/4/2024 LOT 23LOT 22SPRING RUN ESTATESSECTION ONEP.B. 2, PG 272INSTR. 9431DRAWING NO.NR1.2N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR1.0 - Existing Conditions.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EXISTING CONDITIONS - 4+00 TO 11+50 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone E6/4/2024 PT. LOT 250+0 0 0+4 0 α α'8358408458508558358408458508550+000+200+40αα'CROSS SECTION α - α'TYPICAL ON-SITE EXISTING NON-PERMANENT CROSSINGSHORIZ SCALE: 1" = 5'VERT. SCALE: 1" = 5'DRAWING NO.NR1.3N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR1.0 - Existing Conditions.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EXISTING CONDITIONS - 11+50 TO 16+50 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone E6/4/2024 PT. LOT 27PT. LOT 27SPRING RUN ESTATESSECTION ONEP.B. 2, PG 272INSTR. 9431 F . BOYD HOVDE AND AL ICE A . HOVDE INSTR . # 2 0 0 3 1 2 4 3 4 6 DRAWING NO.NR1.4N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR1.0 - Existing Conditions.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EXISTING CONDITIONS - 16+50 TO 22+50 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone E6/4/2024 EPT. LOT 27LOT 26PT. LOT 25LOT 24PT. LOT 25LOT 23LOT 22PT. LOT 27LOT 26AREPLAT OF WEST HALF LOT 25,PART OF LOT 26 AND PART OF LOT 27SPRING RUN ESTATESSECTION ONEP.B. 2, PG 272INSTR. 9431SPRING RUN ESTATESSECTION ONEP.B. 2, PG 272INSTR. 9431F. BOYD HOVDE AND ALICE A. HOVDEINSTR. #2003124346 0+00 0+50 1+00 1+50 2+002+503+003+504+00 4+50 5+005+506+00 6+50 7+007+5 08+00 8 + 5 09+009+50 1 0+ 00 10+5011+0011+5012+0012+5013+0013+5014+0014+5 0 15 + 0 0 1 5 + 5 0 16+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5022+80IN-STREAM RIFFLE-POOL STRUCTURE NO. 3CREST ELEV: 840.75CREEK STATION: 10+50.46IN-STREAM RIFFLE-POOL STRUCTURE NO. 1CREST ELEV: 839.0CREEK STATION: 5+46.19IN-STREAM RIFFLE-POOLSTRUCTURE NO. 4CREST ELEV: 841.25CREEK STATION: 12+01.51IN-STREAM RIFFLE-POOL STRUCTURE NO. 5CREST ELEV: 841.50CREEK STATION: 13+59.47IN-STREAM RIFFLE-POOL STRUCTURE NO. 6CREST ELEV: 842.0CREEK STATION: 15+09.47IN-STREAM RIFFLE-POOL STRUCTURE NO.7CREST ELEV: 842.5CREEK STATION: 16+36.35RIFFLE STRUCTURE 8CREST ELEV: 843.5CREEK STATION: 19+05.410+00 0+57 0+000+58A A'BB'0+000+44CC'0+000+56DD'0+ 0 0 0+ 5 6 E E' 0+0 0 0+5 9 F F' 0+00 0+54 G G'0+000+54HH'0+000+45II'0+000+51JJ'FLOW FLOWFLOW FLOW FLOWFLOWFLOWFLOWFLOWFLOWOVERFLOW SWALEINLET ELEV: 841.50EMBEDDED 18" DIA. RIVER STONECREST ELEV TOMATCH EXISTING STREAM BEDEMBEDDED 18" DIA.RIVER STONECREST ELEV TOMATCH RIFFLE GRADEEMBEDDED 18" DIA. RIVER STONECREST ELEV TOMATCH RIFFLE GRADE840841842843843842843844RE-LOCATEDEXISTING NON-PERMANENT CROSSINGDECK ELEV: 844.0RE-LOCATEDEXISTING NON-PERMANENT CROSSINGDECK ELEV: 844.5 840 838839841842 8 45 8 4 2 843 84 4 8418428438448438418428418 4 3 84 2 841 840842841842 844843843842841840839 8 3 9840 840840 840839839840838839 840841 842 843 844841842 843IN-STREAM RIFFLE-POOL STRUCTURE NO. 3CREST ELEV: 840.75CREEK STATION: 10+50.46RIFFLE STRUCTURE 1CREST ELEV: 839.0CREEK STATION: 5+46.19RIFFLE STRUCTURE 2CREST ELEV: 839.5CREEK STATION: 7+01.63RIFFLE STRUCTURE 4CREST ELEV: 841.25CREEK STATION: 12+01.51IN-STREAM RIFFLE-POOL STRUCTURE NO. 5CREST ELEV: 841.50CREEK STATION: 13+59.47RIFFLE STRUCTURE 6CREST ELEV: 842.0CREEK STATION: 15+09.47RIFFLE STRUCTURE 7CREST ELEV: 842.5CREEK STATION: 16+36.35RIFFLE STRUCTURE 8CREST ELEV: 843.5CREEK STATION: 19+05.41837839840 842841 839839838842841840839838837838839840841837838839840841842 843842841840839838 84184284384 4846845844845846847849848847843844845846847844846845 845EXISTINGRETAINING WALL TO BEREMOVED AND REPLACEWITH STONE.TOP OF STONE ELEVATIONTO MATCH EXISTING GRADE.842PROPOSEDLOCATIONFOR TEEPROPOSEDLOCATIONFOR TEE841842843844GRAVEL DRAINAGE SWALESEE DETAIL SHEET NR3.0 845843842 845 842 8 4 3 8 4 4 8 4 6 GRAVEL DRAINAGE SWALESEE DETAIL SHEET NR3.0845 842 843 844 846 847 848 TEETEETEEGREEN841 842 0+000+77LODLODLODLOD LODLODLODLOD LODLODLODLOD LODLODLODLOD LODLODLODLODL O D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LOD LOD LODLODLODLODLODLODLODLO D LODLODLO D LODLODLODLOD LODLODLODLOD ON-SITE PRIVACY BERMINSTALL TURF REINFORCED MATTING (TRM)AREA = 1,450 SQ.FT.FLOW IN-STREAM RIFFLE-POOLSTRUCTURE NO. 2CREST ELEV: 839.5CREEK STATION: 7+01.63EMBEDDED 18" DIA.RIVER STONECREST ELEV TOMATCH EXISTING STREAM BED0+ 0 0 0+ 6 3 β β'DRAWING NO.NR2.0N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN PROPOSED SITE LAYOUT - SITE OVERVIEW CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 2+002+503+003+50FLOWEMBEDDED 18" DIA. RIVER STONECREST ELEV TOMATCH EXISTING STREAM BED838837839840842841839839838842841840839838837838839840841 837 838 839 840 841 842 PROPOSEDLOCATIONFOR TEEPROPOSEDLOCATIONFOR TEE TEE0+000+77LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODINSTALL TURF REINFORCED MATTING (TRM)AREA = 1,450 SQ.FT.DRAWING NO.NR2.1N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN PROPOSED SITE LAYOUT - 1+60 TO 3+70 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 4+00 4+50 5+005+50IN-STREAM RIFFLE-POOL STRUCTURE NO. 1CREST ELEV: 839.0CREEK STATION: 5+46.190+00 0+570+000+58A A'BB'FLOWEMBEDDED 18" DIA. RIVER STONECREST ELEV TOMATCH EXISTING STREAM BED840 838 839 841842 841839840839839840 838 839 840 841 842 843 842841 843842841840839838PROPOSEDTEE GREENLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 8258308358408458508558258308358408458508550+000+200+400+57RIFFLE STRUCTURE 1CREST ELEV: 839.0018" DIA. WEIR STONECREST ELEV: 839.508.28'18" DIA. WEIR STONECREST ELEV: 840.00EXISTING GOLFCART PATH ELEV: 842.22PROPOSED GRADEPROPOSED GRADEEXISTING GRADE4"-TO-8" DIA.ROUND RIVER COBBLECROSS SECTION A-A'IN-STREAM RIFFLE-POOL STRUCTURE NO. 1POINT OF VIEW: UPSTREAMCREEK STATION: 5+46.19HORIZ. SCALE: 1" = 5'VERT. SCALE: 1" = 5'AA'8258308358408458508558258308358408458508550+000+200+400+584"-TO-8" DIA.ROUND RIVER COBBLED50= 18" DIA. RIVER STONEWITH 36" KEY IN18" DIA. RIVER STONEWITH 18" KEY IN8"-TO-12" DIA. ROUNDRIVER COBBLE18" MINIMUM THICKNESSEXISTINGPUTTING GREENPROPOSED GRADEEXISTING GRADECROSS SECTION B-B'POINT OF VIEW: UPSTREAMHORIZ. SCALE: 1" = 5'VERT. SCALE: 1" = 5'BB'18" DIA. ROUND RIVER STONETYP. CREST ELEV: 6" ABOVERIFFLE GRADEDRAWING NO.NR2.2N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN PROPOSED SITE LAYOUT - 3+70 TO 5+90 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 6+00 6+50 7+007+508+008+509+000+000+44CC'FLOW840841842843844843840839 83 9 840 840840841842843841842 LODLODLODLODLODL O D LO D LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD IN-STREAM RIFFLE-POOLSTRUCTURE NO. 2CREST ELEV: 839.5CREEK STATION: 7+01.63EMBEDDED 18" DIA.RIVER STONECREST ELEV TOMATCH EXISTING STREAM BED8258308358408458508558258308358408458508550+000+200+400+44RIFFLE STRUCTURE 2CREST ELEV: 839.5018" DIA. WEIR STONECREST ELEV: 840.0012.19'18" DIA. WEIR STONECREST ELEV: 840.25PROPOSED GRADEPROPOSED GRADEEXISTING GRADE4"-TO-8" DIA. ROUNDRIVER COBBLE18" DIA. WEIR STONECREST ELEV: 840.50D50= 18" DIA.RIVER STONEWITH 36" KEY IN8"-TO-12" DIA. ROUNDRIVER COBBLE18" MINIMUM THICKNESSCC'CROSS SECTION C-C'IN-STREAM RIFFLE-POOL STRUCTURE NO. 2POINT OF VIEW: UPSTREAMCREEK STATION: 7+01.63HORIZ. SCALE: 1" = 5'VERT. SCALE: 1" = 5'DRAWING NO.NR2.3N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN PROPOSED SITE LAYOUT - 5+90 TO 8+90 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 8 + 5 09+009+50 1 0 +0 0 10+5011+00IN-STREAM RIFFLE-POOL STRUCTURE NO. 3CREST ELEV: 840.75CREEK STATION: 10+50.460+000+56DD'0+00 0+56EE'FLOWOVERFLOW SWALEINLET ELEV: 841.508438438418428418 4 3 84 2 841 840842841 842844843843844842LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LO D EMBEDDED 18" DIA.RIVER STONECREST ELEV TOMATCH EXISTING STREAM BED8308358408458508558308358408458508550+000+200+400+56D50= 18" DIA. RIVER STONEWITH 36" KEY IN18" DIA. RIVER STONEWITH 18" KEY IN8"-TO-12"DIA. ROUNDRIVERCOBBLE18" MINIMUMTHICKNESSPROPOSED GRADEEXISTING GRADECROSS SECTION D-D'POINT OF VIEW: DOWNSTREAMHORIZ. SCALE: 1" = 5'VERT. SCALE: 1" = 5'DD'8308358408458508558308358408458508550+000+200+400+56RIFFLE STRUCTURE 3CREST ELEV: 840.7518" DIA. WEIR STONECREST ELEV: 841.2515.41'18" DIA. WEIR STONECREST ELEV: 841.50PROPOSED GRADEEXISTING GRADE4"-TO-8" DIA. ROUNDRIVER COBBLE18" DIA. WEIR STONECREST ELEV: 841.75D50= 18" DIA.RIVER STONEWITH 36" KEY IN8"-TO-12" DIA. ROUNDRIVER COBBLE18" MINIMUM THICKNESSEE'CROSS SECTION E-E'IN-STREAM RIFFLE-POOL STRUCTURE NO. 3POINT OF VIEW: UPSTREAMCREEK STATION: 10+50.46HORIZ. SCALE: 1" = 5'VERT. SCALE: 1" = 5'DRAWING NO.NR2.4N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN PROPOSED SITE LAYOUT - 8+90 TO 11+00 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 11+0011+5012+0012+50IN-STREAM RIFFLE-POOL STRUCTURE NO. 3CREST ELEV: 840.75IN-STREAM RIFFLE-POOLSTRUCTURE NO. 4CREST ELEV: 841.25CREEK STATION: 12+01.510+00 0+59FF'FLOWEMBEDDED 18" DIA.RIVER STONECREST ELEV TOMATCH RIFFLE GRADE841842843841842843844GRAVEL DRAINAGE SWALESEE DETAIL SHEET NR3.0LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD8308358408458508558308358408458508550+000+200+400+59RIFFLE STRUCTURE 4CREST ELEV: 841.2518" DIA. WEIR STONECREST ELEV: 841.7536'18" DIA. WEIR STONECREST ELEV: 842.25PROPOSED GRADEEXISTING GRADE4"-TO-8" DIA. ROUNDRIVER COBBLE18" DIA. WEIR STONECREST ELEV: 842.00FF'CROSS SECTION F-F'IN-STREAM RIFFLE-POOL STRUCTURE NO. 4POINT OF VIEW: UPSTREAMCREEK STATION: 12+01.51HORIZ. SCALE: 1" = 5'VERT. SCALE: 1" = 5'CREST ELEV: 842.75DRAWING NO.NR2.5N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN PROPOSED SITE LAYOUT - 11+00 TO 12+80 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 13+0013+5014+0014+50 IN-STREAM RIFFLE-POOL STRUCTURE NO. 5CREST ELEV: 841.50CREEK STATION: 13+59.470+00 0+54GG'FLOWEMBEDDED 18" DIA.RIVER STONECREST ELEV TOMATCH RIFFLE GRADEEMBEDDED 18" DIA. RIVER STONECREST ELEV TOMATCH RIFFLE GRADE842843844RE-LOCATEDEXISTING NON-PERMANENT CROSSINGDECK ELEV: 844.0842843844 841842843844843845GRAVEL DRAINAGE SWALESEE DETAIL SHEET NR3.0GRAVEL DRAINAGE SWALELODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLOD 0+ 0 0 0+ 6 3 β β'8308358408458508558308358408458508550+000+200+400+54RIFFLE STRUCTURE 5CREST ELEV: 841.5018" DIA. WEIR STONECREST ELEV: 842.0022.99'18" DIA. WEIR STONECREST ELEV: 842.50PROPOSED GRADEEXISTING GRADE4"-TO-8" DIA. ROUNDRIVER COBBLE18" DIA. WEIR STONECREST ELEV: 842.25D50= 18" DIA.RIVER STONEWITH 36" KEY IN8"-TO-12" DIA. ROUNDRIVER COBBLE18" MINIMUM THICKNESSGG'CROSS SECTION G-G'IN-STREAM RIFFLE-POOL STRUCTURE NO. 5POINT OF VIEW: UPSTREAMCREEK STATION: 13+59.47HORIZ. SCALE: 1" = 5'VERT. SCALE: 1" = 5'CREST ELEV: 843.008308358408458508558308358408458508550+000+200+400+600+63CROSS SECTION β-β'TYPICAL CROSS SECTION FOR THE ON-SITE RE-LOCATED EXISTING NON-PERMANENT CROSSINGSPOINT OF VIEW: UPSTREAMHORIZ. SCALE: 1" = 5'VERT. SCALE: 1" = 5'ββ'D50= 18" DIA.RIVER STONEWITH 36" KEY IN8"-TO-12" DIA.ROUNDRIVER COBBLE18" MINIMUM THICKNESS4"-TO-8" DIA. ROUNDRIVER COBBLE12" MINIMUM THICKNESSRE-LOCATED EXISTINGNON-PERMANENT CROSSINGDECK ELEV: 844.0'10-YEAR BFEELEV: 845.25'100-YEAR BFEELEV: 845.75'DRAWING NO.NR2.6N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN PROPOSED SITE LAYOUT -12+80 TO 14+50 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 14+0014+5 0 15+0015+50 IN-STREAM RIFFLE-POOL STRUCTURE NO. 6CREST ELEV: 842.0CREEK STATION: 15+09.470+000+54HH'FLOW EMBEDDED 18" DIA. RIVER STONECREST ELEV TOMATCH RIFFLE GRADERE-LOCATEDEXISTING NON-PERMANENT CROSSINGDECK ELEV: 844.584 5 8 4 2 843 84 4 841842843844844846845843842845842843844846 GRAVEL DRAINAGE SWALESEE DETAIL SHEET NR3.0LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LOD LOD LO D LOD LOD FLOW 8308358408458508558608308358408458508558600+000+200+400+54RIFFLE STRUCTURE 6CREST ELEV: 842.0018" DIA. WEIR STONECREST ELEV: 843.0018.95'18" DIA. WEIR STONECREST ELEV: 842.50PROPOSED GRADEEXISTING GRADE4"-TO-8" DIA. ROUNDRIVER COBBLE18" DIA. WEIR STONECREST ELEV: 842.75HH'CROSS SECTION H-H'IN-STREAM RIFFLE-POOL STRUCTURE NO. 6POINT OF VIEW: DOWNSTREAMCREEK STATION: 15+09.47HORIZ. SCALE: 1" = 5'VERT. SCALE: 1" = 5'CREST ELEV: 843.50DRAWING NO.NR2.7N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN PROPOSED SITE LAYOUT -14+50 TO 15+85 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 16+00 1 6 + 5 017+0017+5018+00IN-STREAM RIFFLE-POOL STRUCTURE NO.7CREST ELEV: 842.5CREEK STATION: 16+36.350+000+45II'FLOWF L O W845844843844845846847 EXISTINGRETAINING WALL TO BEREMOVED AND REPLACEWITH STONE.TOP OF STONE ELEVATIONTO MATCH EXISTING GRADE.LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LO D LOD LODL O D LO D LO D LO D LO D LO D 8308358408458508558608658308358408458508558608650+000+200+400+45RIFFLE STRUCTURE 7CREST ELEV: 842.5018" DIA. WEIR STONECREST ELEV: 843.509.82'18" DIA. WEIR STONECREST ELEV: 843.00EXISTING GRADE4"-TO-8" DIA. ROUNDRIVER COBBLE18" DIA. WEIR STONECREST ELEV: 843.25II'CROSS SECTION I-I'IN-STREAM RIFFLE-POOL STRUCTURE NO. 7POINT OF VIEW: DOWNSTREAMCREEK STATION: 16+36.35HORIZ. SCALE: 1" = 5'VERT. SCALE: 1" = 5'DRAWING NO.NR2.8N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN PROPOSED SITE LAYOUT -15+85 TO 18+20 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 PT. LOT 27SPRING RUN ESTATESSECTION ONEF. BOYD HOVDE AND AL ICE A . HOVDE INSTR . #200312434618+5019+0019+5020+00 RIFFLE STRUCTURE 8CREST ELEV: 843.5CREEK STATION: 19+05.410+000+51JJ'FLOW 84 5 84 6 8 4 7849848847 844846845 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLOD8308358408458508558608308358408458508558600+000+200+400+51RIFFLE STRUCTURE 8CREST ELEV: 843.5018" DIA. WEIR STONECREST ELEV: 844.5012.23'18" DIA. WEIR STONECREST ELEV: 844.00PROPOSED GRADEEXISTING GRADE4"-TO-8" DIA. ROUNDRIVER COBBLE18" DIA. WEIR STONECREST ELEV: 844.25D50= 18" DIA.RIVER STONEWITH 36" KEY IN8"-TO-12" DIA. ROUNDRIVER COBBLE18" MINIMUMTHICKNESSJJ'CROSS SECTION J-J'RIFFLE STRUCTURE NO. 8POINT OF VIEW: DOWNSTREAMCREEK STATION: 19+05.41HORIZ. SCALE: 1" = 5'VERT. SCALE: 1" = 5'DRAWING NO.NR2.9N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN PROPOSED SITE LAYOUT -18+50 TO 20+45 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 830835840845850842.0 841.8 841.7 841.7 841.8 842.5 842.4 842.6 842.7 842.5 843.2 843.0 843.0 843.1 843.1 843.2 843.2 842.9 843.2 843.5843.5843.9844.0844.0843.9843.7843.7844.0 841.99 841.75 841.65 841.68 841.81 842.45 842.44 842.64 842.71 842.49 843.24 843.01 843.03 843.07 843.14 843.20 843.18 842.87 843.19 843.48843.48843.86843.98844.04843.94843.73843.69843.98 15+4015+6015+8016+0016+2016+4016+6016+8017+0017+2017+4017+6017+8018+0018+2018+4018+6018+8019+0019+2019+4019+6019+8020+0020+2020+4020+6020+8021+00RIFFLE-POOL STRUCTURE NO.6CREEK STATION: 15+09.47RIFFLE-POOL STRUCTURE NO. 7CREST ELEV: 842.5CREEK STATION: 16+36.35WEIR STONECREST ELEV: 842.5WEIR STONECREST ELEV: 843.0RIFFLE-POOL STRUCTURE NO. 8CREST ELEV: 843.5CREEK STATION: 19+05.41WEIR STONECREST ELEV: 843.5WEIR STONECREST ELEV: 844.0RIFFLETOE ELEV: 841.651.0' KEY INRIFFLETOE ELEV: 841.830.5' KEY IN39.2'30'38.98'30'RIFFLETOE ELEV: 843.191.2' KEY INRIFFLETOE ELEV: 842.880.5' KEY INSPRING MILL RUN STREAM PROFILE 21+00 TO 9+80HORIZ. SCALE: 1" = 20'VERT. SCALE: 1" = 5'UPSTREAM840.1 840.1 840.5 840.5 840.4 840.4 840.4 840.0 840.3 840.6 840.7 840.7 840.8 840.9 840.8 840.6 840.5 840.6 840.5 840.5840.6840.7840.5841.0841.3841.3841.2841.1841.0 840.09 840.14 840.54 840.45 840.36 840.43 840.36 840.00 840.34 840.56 840.75 840.74 840.75 840.87 840.77 840.62 840.50 840.55 840.52 840.45840.57840.70840.48841.03841.28841.30841.20841.11841.00841.99 9+8010+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+2012+4012+6012+8013+0013+2013+4013+6013+8014+0014+2014+4014+6014+8015+0015+2015+4015+60RIFFLE-POOL STRUCTURE NO. 3CREST ELEV: 840.75CREEK STATION: 10+50.46WEIR STONECREST ELEV: 841.25WEIR STONECREST ELEV: 841.0RIFFLE-POOL STRUCTURE NO. 4CREST ELEV: 841.25CREEK STATION: 12+01.51WEIR STONECREST ELEV: 841.25WEIR STONECREST ELEV: 841.75RIFFLE-POOL STRUCTURE NO.5CREST ELEV: 841.50CREEK STATION: 13+59.47WEIR STONECREST ELEV: 842.0WEIR STONECREST ELEV: 841.50WEIR STONECREST ELEV: 841.0RIFFLE-POOL STRUCTURE NO.6CREST ELEV: 842.0CREEK STATION: 15+09.47WEIR STONECREST ELEV: 842.0WEIR STONECREST ELEV: 842.5RIFFLETOE ELEV: 840.51.0' KEY INRIFFLETOE ELEV: 840.40.5' KEY IN24.3'18.38'34.75'26.96'RIFFLETOE ELEV: 840.751.0' KEY INRIFFLETOE ELEV: 840.750.5' KEY IN65.93'27.57'28.86'RIFFLETOE ELEV: 840.51.0' KEY INRIFFLETOE ELEV: 840.440.5' KEY IN39.96'30'RIFFLETOE ELEV: 841.331.0' KEY INRIFFLETOE ELEV: 841.130.5' KEY INEMBEDDED 18" DIA. RIVER STONEEMBEDDED 18" DIA. RIVER STONEMATCHLINE DRAWING NO.NR2.10N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN SPRING MILL RUN PROFILE 21+00 TO 9+80 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 837.8 838.1 838.0 838.2 838.1 838.0 838.1 838.5 837.9 839.1 838.9 839.0 838.9 838.6 838.6 838.9839.2839.5839.7839.7839.8839.7839.8839.4839.9840.1 837.81 838.07 838.05 838.16 838.08 838.01 838.12 838.53 837.92 839.06 838.92 839.03 838.93 838.58 838.60 838.93839.23839.49839.68839.73839.75839.71839.81839.39839.93840.09 4+805+005+205+405+605+806+006+206+406+606+807+007+207+407+607+808+008+208+408+608+809+009+209+409+609+80RIFFLE-POOL STRUCTURE NO. 1CREST ELEV: 839.0CREEK STATION: 5+46.19WEIR STONECREST ELEV: 839.5WEIR STONECREST ELEV: 839.0WEIR STONECREST ELEV: 838.5RIFFLE-POOL STRUCTURE NO. 2CREST ELEV: 839.5CREEK STATION: 7+01.63WEIR STONECREST ELEV: 840.0WEIR STONECREST ELEV: 839.510.17'9.91'27.83'RIFFLETOE ELEV: 838.01.0' KEY INRIFFLETOE ELEV: 838.00.5' KEY INRIFFLETOE ELEV: 839.01.0' KEY INRIFFLETOE ELEV: 839.00.5' KEY IN20.21'14.5'IN-STREAM RIFFLE NO. 3STARTING ELEV: 837.85CREEK STATION: 4+82.40RIFFLETOE ELEV: 839.651.0' KEY INEMBEDDED STONES NO.2STARTING ELEV: 839.74CREEK STATION: 8+63.5210.54'EMBEDDED 18" DIA. RIVER STONEIN-STREAM RIFFLE NO. 4STARTING ELEV: 839.71CREEK STATION: 8+52.9820.85'MATCHLINE SPRING MILL RUN STREAM PROFILE 9+80 TO 0+00HORIZ. SCALE: 1" = 20'VERT. SCALE: 1" = 5'830835840845850834.7 834.5 834.3 834.6 834.8 835.0 835.3 835.7 836.2 836.3 836.3 836.2 835.9 835.8 836.2 836.3836.3836.2836.3836.7837.0837.1837.6837.5837.8838.1 834.72 834.53 834.35 834.61 834.84 835.04 835.27 835.71 836.16 836.32 836.27 836.22 835.91 835.83 836.17 836.29 836.26836.16836.32836.72836.97837.15837.58837.54837.81838.07 0+000+200+400+600+801+001+201+401+601+802+002+202+402+602+803+003+203+403+603+804+004+204+404+604+805+00CREST ELEV: 839.5WEIR STONECREST ELEV: 839.0WEIR STONECREST ELEV: 838.5RIFFLETOE ELEV: 838.01.0' KEY INDOWNSTREAMIN-STREAM RIFFLE NO. 1STARTING ELEV: 836.20CREEK STATION: 2+81.94RIFFLETOE ELEV: 835.751.0' KEY IN27.01'IN-STREAM RIFFLE NO. 2STARTING ELEV: 836.18CREEK STATION: 3+35.96RIFFLETOE ELEV: 836.231.0' KEY IN10'EMBEDDED STONES NO.1STARTING ELEV: 835.91CREEK STATION: 3+68.58STONEEND ELEV: 836.3010.66'EMBEDDED 18" DIA. RIVER STONEIN-STREAM RIFFLE NO. 3STARTING ELEV: 837.85CREEK STATION: 4+82.40WEIR STONECREST ELEV: 838.33CREEK STATION: 4+81.22WEIR STONECREST ELEV: 837.99CREEK STATION: 4+55.94WEIR STONECREST ELEV: 837.99CREEK STATION: 4+36.17WEIR STONECREST ELEV: 837.60CREEK STATION: 4+16.40WEIR STONECREST ELEV: 837.50CREEK STATION: 3+97.16RIFFLETOE ELEV: 837.031.0' KEY IN98.01'DRAWING NO.NR2.11N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN SPRING MILL RUN PROFILE 9+80 TO 0+00 CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 TYPICAL IN-STREAM RIFFLE-POOL STRUCTURE (PLAN)TYPICAL IN-STREAM RIFFLE-POOL STRUCTURE (PROFILE)TYPICAL IN-STREAM RIFFLE STRUCTURE DETAIL0.50' TYP. 0.50' TYP. DRAINAGE SWALE DETAILDRAWING NO.NR3.0N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN IN-STREAM STRUCTURES DETAIL CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 TYPICAL TOE OF SLOPE PROTECTION (PROFILE)4" TO 6" DIAMETER ROUNDRIVER COBBLE8" TO 12" DIAMETER ROUNDRIVER COBBLETHICKNESS OF STONE:18-INCHESD50=18" DIAMETER ROUNDRIVER STONEKEYED INTO TOE OF SLOPE.PROPOSED GRADE:2 HORIZONTAL : 1 VERTICALORDINARY HIGH WATER MARKTYPICAL BANK STABILIZATION (PROFILE)DRAWING NO.NR3.1N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN BANK STABILIZATION DETAILS CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 TYPICAL SANDBAG DIKE - SECTION A-A'TYPICAL ROCK DONUTTYPICAL PUMP-AROUND DETAILDRAWING NO.NR3.2N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR2.0 Proposed Site Layout_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN PUMP AROUND DETAILS CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 EPT. LOT 27CROOKED STICK GOLF, INC.INSTR. 200500011516 0 + 0 01+001+650+001+002 + 0 0 2 + 3 5 0+001+00 2 + 0 0 2 + 8 2 0+0 0 1+0 0 2+0 0 3+0 0 3+1 9 0+00 1+002+003+00 3+74 0+001+002+00 3+003+11 0+00 1+002+00 2+96 0+00 1+00 2+003+003+00 0+00 1+00 2+0 0 2+2 9 0+00 1+00 2+00 2+15 0+00 1+00 2+00 2+38 0+00 1+0 0 2+0 0 2+3 0 0+00 1+00 2+002+17 0+001+002+002+11 0+001+001+760+001+001+730+001+001+870+001+001+69 0+001+001+530+001+001+540+001+001+81 0+001+001+70 STA=1+02.96 OFF=0.00 ()0+00 0+62 0+000+478408418428430+ 0 0 0+ 4 8 8430+00 0+66 0+0 0 0+5 0 8428438440+000+580+000+450+000+460+000+700+000+710+000+750+ 0 0 0+ 4 4 0 + 0 0 0 + 3 2 0 + 0 0 0 + 3 80+000+510+000+710+000+600+000+580+000+590+000+700+000+530+000+440+000+470+000+470+ 0 0 0 + 3 8 0+000+560+000+540+000+57RE-LOCATEDEXISTING NON-PERMANENT CROSSINGDECK ELEV: 844 .0RE-LOCATEDEXISTING NON-PERMANENT CROSSINGDECK ELEV: 844.5 840 838839841842 8 4 5 8 4 2 84 3 84 4 84184284384484384184284184 3 84 2841 840842841842 844843843842841840839 8 3 9840 840840 840839839840838839840841 842 843 844841842843 837839840 842841 839839838842841840839838837838839840841837838839840841842 843842841840839838 8418428438 4 4 84 6845844845846847849848847843844845846847844846845 845EXISTINGRETAINING WALL TO BEREMOVED AND REPLACEWITH STONE.TOP OF STONE ELEVATIONTO MATCH EXISTING GRADE.8420+000+910+001+001+070+000+740+000+70PROPOSEDLOCATIONFOR TEEPROPOSEDLOCATIONFOR TEE841842843844GRAVEL DRAINAGE SWALESEE DETA IL SHEET NR3 .0 84 5 84 3 84 2 845 8 4 2 8 4 3 8 4 4 8 4 6 GRAVEL DRAINAGE SWALESEE DETAIL SHEET NR3 .0 845 842 843 844 846 847848 TEETEETEEGREEN841 842 0+000+77MATCHLINE - SHEET NR4.1MATCHLINE - SHEET NR4.2MATCHLINE - SHEET NR4.3MATCHLINE - SHEET NR4.4DRAWING NO.NR4.0N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR4.0_ECPlan_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EROSION CONTROL PLAN CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 E837839 840842841839839838842 841840839838837838839840841837 838 839 840 841 842 PROPOSEDLOCATIONFOR TEEPROPOSEDLOCATIONFOR TEE845 842 843 844 846 847 848 TEETEEMATCHLINE - SHEET NR4.1DRAWING NO.NR4.1N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR4.0_ECPlan_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EROSION CONTROL PLAN CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 840841842843843842843RE-LOCATEDEXISTING NON-PERMANENT CROSSINGDECK ELEV: 844.0840 838839841842 8438418428418 4 3 84 2 841 840842841 842844843843842841840 839 83 9 840 840840 840839839840838 839 840 841 842 843 844841 842 843 843842841840839838 841842843842841842843844GRAVEL DRAINAGE SWALESEE DETAIL SHEET NR3.0TEEGREEN841 842MATCHLINE - SHEET NR4.1MATCHLINE - SHEET NR4.2DRAWING NO.NR4.2N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR4.0_ECPlan_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EROSION CONTROL PLAN CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 842843844EXISTING NON-PERMANENT CROSSINGDECK ELEV: 844.0RE-LOCATEDEXISTING NON-PERMANENT CROSSINGDECK ELEV: 844.58 45 8 4 2 84 3 84 4 8418428438448 4 4 84 6844845846847 84584 5 84 3 84 2 845 84 2 8 4 3 8 4 4 8 4 6 GRAVEL DRAINAGE SWALESEE DETAIL SHEET NR3.0MATCHLINE - SHEET NR4.2MATCHLINE - SHEET NR4.3MATCHLINE - SHEET NR4.4DRAWING NO.NR4.3N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR4.0_ECPlan_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EROSION CONTROL PLAN CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 PT. LOT 27CROOKED STICK GOLF, INC.INSTR. 200500011516 84584484 5 8 4 6 8 4 7849848847 843844845846847844846845 EXISTINGRETAINING WALL TO BEREMOVED AND REPLACEWITH STONE.TOP OF STONE ELEVATIONTO MATCH EXISTING GRADE.MATCHLINE - SHEET NR4.3MATCHLINE - SHEET NR4.4DRAWING NO.NR4.4N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR4.0_ECPlan_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EROSION CONTROL PLAN CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 DRAWING NO.NR4.5N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR4.0_ECPlan_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EROSION CONTROL DETAILS CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone EROSION BLANKET INSTALLATIONNORTH AMERICAN GREENEROSION CONTROL MATTING DETAILFILTER SOCKPERMANENT SEEDING DATESLAWNS AND HIGH MAINTENANCE AREASSTEEP BANKS AND CUTSSEED TOLERANCE CHARTLEVEL AND SLOPING, OPEN AREASSEED TOLERANCESEEDING DETAILTEMPORARY SEEDINGS *TEMPORARY SEEDING DATES6/4/2024 DRAWING NO.NR4.6N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\Construction Set\Sheet Set Drawings\NR4.0_ECPlan_230437.dwg5/22/2024PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL IN EROSION CONTROL SPECIFICATIONS CROOKED STICK GOLF COURSE STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:JANUARY 2024 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone Construction Plan -General Plan Components (Section A)A1 - Index of the location of required plan elements in the construction plan: NR 0.0A2 - A vicinity map depicting the project site location in relationship to recognizable local landmarks, towns,and major roads: NR 0.0A3 - Narrative of the nature and purpose of the project:Erosion along the banks of spring mill run is a serious problem at the crooked stick golf course.Spring mill run, a perennial stream, conveys water from west to east for approximately 2,217 linearfeet (lf) across the course’s south boundary, adjacent to Holes 13 and 14. The site segment of springmill run exhibits signs of habitat degradation. The stream is highly eroded and unstable. portions ofthe bank slough off and fall into the channel, where they form extensive turf islands that impairaquatic habitat development. The channel also exhibits downcutting and incision. Due to thechannel’s instability, lateral channel migration over the past several decades has resulted in loss ofarea at Holes 13 and 14, threatening course playability. The applicant proposes to restore spring mill run byre-grading the banks, stabilizing the banks with stone, and installing in-channel riffle habitat structures. Thepurpose of the proposed work is to restore the aquatic ecosystem in spring mill run, prevent further arealloss at Holes 13 and 14, and preserve course playability. The banks will be re-graded at a 2:1 to 10:1 slopeat key locations along the site segment of spring mill run. Stone will be keyed in along the re-graded banksfor stability and protection. Eight stone in-stream riffle pool structures, designed to control flow velocity,protect against downcutting, and create in-channel aquatic habitat, are also proposed. The proposedproject will result in 1,436 lf of impacts placed below the ordinary high water mark (OHWM) of spring millrun. No more than one cubic yard (cy) of stone will be placed per running foot of stream.A4 - Latitude and longitude to the nearest fifteen (15) seconds: 39.941783; -86.189646A5 - Legal description of the project site: Section 4, Township 17 North, and Range 3East, in the Carmel, Indiana, United States Geological Survey (USGS) 7.5-minute quadrangle map.A6 - 11 X 17-inch plat showing building lot numbers/boundaries and road layout/names: NR 0.0, NR 1.0,and NR 2.0A7 - Boundaries of the one hundred (100) year floodplains, floodway fringes, and floodways: NR 1.0 FIRMpanel #18057C0205G, located within the Flood Zone AE.A8 - Land use of all adjacent properties: Partially wooded riparian corridor of spring mill run. Surroundingland use is dominated by residences and private recreational parks.A9 - Identification of a U.S. EPA approved or established TMDL: West Fork White River WatershedA10 - Name(s) of the receiving water(s): West Fork White River watershed (HUC- 05120201)A11 - Identification of discharges to a water on the current 303(d) list of impaired waters and the pollutant(s)for which it is impaired: Spring mill Run - discharges into White River; E.coliA12 - Soils map of the predominate soil types: Natural Resource Conservation Service (NRCS) digital soilsurvey data for Hamilton County, Indiana. Soils map as Figure 6. The construction will occur within theShoals silt loam soil type.A13 - Identification and location of all known wetlands, lakes, and water courses on or adjacent to the projectsite (construction plan, existing site layout): Included in NR 1.0A14 - Identification of any other state or federal water quality permits or authorizations that are required forconstruction activities: IDEM 2022-1186-16-JWR-A; USACE LRL2022-0924A15 - Identification and delineation of existing cover, including natural buffers: NR 1.0A16 - Existing site topography at an interval appropriate to indicate drainage patterns: NR 1.0 and NR 2.0A17- Location(s) where run-off enters the project site: NR 1.0 and NR 2.0A18 - Location(s) where run-off discharges from the project site prior to land disturbance: NR 1.0 and NR 2.0A19 - Location of all existing structures on the project site: NR 1.0A20 - Existing permanent retention or detention facilities, including manmade wetlands, designed for thepurpose of stormwater management: N/AA21 - Locations where stormwater may be directly discharged into ground water, such as abandoned wells,sinkholes, or karst features: N/AA22 - Size of the project area expressed in acres: 3.29 acresA23 - Total expected land disturbance expressed in acres: 3.29 acresA24 - Proposed final topography: NR 2.0A25 - Locations and approximate boundaries of all disturbed areas: NR 2.0A26 - Locations, size, and dimensions of all stormwater drainage system such as culverts, stormwater sewer,and conveyance channels: NR 1.0A27 - Locations of specific points where stormwater and non-stormwater discharges will leave the projectsite: NR 4.0A28 - Location of all proposed site improvements, including roads, utilities, lot delineation and identification,proposed structures, and common areas: NR 2.0A29 - Location of all on-site and off-site soil stockpiles and borrow areas: NR 2.0A30 - Construction support activities that are expected to be part of the project: Small staging area at theeast end of Hole 13, NR 2.0A31 - Location of any in-stream activities that are planned for the project including, but not limited to, streamcrossings and pump arounds: NR 2.0Clearing and/or maintenance trimming will involve mowing and limb cutting with standard forestry equipment andhand cutting where required. In instances where trees or large limbs are removed entirely for access ormaintenance, they will be removed from the site. Digging, grubbing, and/or grading will occur in marked areas. Oncethe areas are at final grade, top soil will be added and stabilized.The erosion of exposed soils by storm water runoff shall be controlled through the installation of best managementpractices such as silt fence, fiber roll, or similar barriers, followed by seeding and mulching. All such practices shallbe installed and maintained in accordance with details within the plan.Equipment cleaning will be limited to water washing in sediment and erosion control areas as required to ensurereliable equipment operations while preventing the tracking of excessive dirt and mud from the Project site.B2 - Stable construction entrance locations and specifications:The project will utilize Crooked Stick golf course for a construction entrance. Additional measures will be installedwhen warranted based on Project duration or varying site conditions impacted by wet weather patterns. Specialconsideration shall be given to the installation of a stable construction entrance in the event of wet weather or highingress and egress traffic. Stable construction entrances and other means of limiting the tracking of sediment anddebris offsite will be used. All debris or sediment tracked onto roadways will be removed at the end of the day to themaximum extent possible. The existing construction entrances will be evaluated and modified to be in accordancewith Indiana Storm Water Quality Manual and this Plan as deemed necessary.B3 - Specifications for temporary and permanent stabilization:Temporary seeding shall consist of a seed mixture suitable for application during any season. Temporary seedneeds to be installed if the soil is exposed for 14 days or more prior to permanent seeding. Mulch alone is anacceptable temporary cover and may be used in lieu of temporary seeding, if it is appropriately anchored.The temporary seeding mixture shall include the species and rates specified in the seeding and planting plansdetailed on NR 4.0 through NR 4.5.Permanent seeding shall consist of a seed mixture appropriate for the area that has been disturbed and conductedduring the season appropriate for its installation. This will include seeding and planting plans detailed on NR 4.0through NR 4.5.B4 - Sediment control measures for concentrated flow areas: NR1.0, NR 2.0, and NR 4.0B5 - Sediment control measures for sheet flow areas: NR1.0, NR 2.0, and NR 4.0B6 - Run-off control measures: NR1.0, NR 2.0, and NR 4.0B7 - Stormwater outlet protection location and specifications: N/AB8 - Grade stabilization structure locations and specifications: NR1.0, NR 2.0, and NR 4.0B9 - Dewatering applications and management methods: NR 4.0B10 - Measures utilized for work within waterbodies: NR1.0, NR 2.0, and NR 3.0B11 - Maintenance guidelines for each proposed stormwater quality measure: SWPPP details on NR 3.1 throughNR 3.2.B12 - Planned construction sequence that describes the implementation of stormwater quality measures in relationto land disturbance: SWPPP details on NR 3.1 and 3.2 Due to the nature of the Project, multiple constructionstages may take place simultaneously within the Project area. Table 6 below is a chronological list of the plannedsequence of construction activities and implementation of temporary erosion and sediment control BMPs forProject construction.The storm water pollution prevention measures described within this SWPPP will be installed and inspected beforesoil disturbing activities commence. Structural erosion controls may also need to be installed along equipmentaccess routes dependent upon site conditions. These needs will be assessed as the Project progresses. Anyerosion controls that need to be moved for equipment transfers will be restored, to the extent practical, beforesignificant rainfalls occur. All storm water quality control measures shall be inspected regularly. At the completion ofthe Project, all disturbed areas will be stabilized with vegetation and straw mulch. All measures will be inaccordance with guidelines provided in the Indiana Storm Water Quality Manual and this Plan.As conditions may vary from pre-project condition during construction, sediment control measures may be alteredand additional locations for such measures may be needed depending upon changing field conditions. Additionalmeasures may be required and implemented as they become warranted and should be documented on theSWPPP Amendment Log. SWPPP revisions or alterations require review and/or approval by a trained individualexperienced in the principles of storm water, erosion and sediment control, treatment, and monitoring.Recognizing the increased potential for erosion, special care will be taken to seed and mulch construction accessroutes in highly erodible or steep slope areas. Additional measures such as water bars, erosion control matting, orother appropriate measures may be employed as necessary to protect the land surface from erosion untiltermination of the permit is verified and the Notice of Termination (NOT) is filed with the IDEM.Temporary or permanent seeding stabilization will begin within seven days in areas where construction has ceasedpermanently or temporarily (for seven days or more) in accordance with the Construction Stormwater GeneralPermit. Vegetated areas with a density of less than 70 percent shall be re-stabilized using appropriate methods tominimize the erosion potential. No structural erosion controls will be removed until construction has permanentlystopped, and reseeding and mulching has occurred. After the entire Project is complete and vegetated coverage isat least 70 percent, any accumulated sediment, fiber rolls, silt fence, or other specified erosion and sedimentcontrol measures will be removed.B13 - Provisions for erosion and sediment control on individual residential building lots regulated under theproposed project: N/A this siteB14 - Material handling and spill prevention and spill response plan meeting the requirements in 327 IAC 2-6.1:Unlikely incidents involving spills or releases of other non-sediment pollutants are expected to be limited tosmall quantities of petroleum products from construction vehicles, including but not limited to motor oil,transmission fluids, and hydraulic oils. Spill clean-up kits and personnel trained in their use will be at eachconstruction location. No vehicle maintenance activities that could result in storm water contamination (oilchanges or engine repairs) will be permitted outside of stabilized construction areas. Appropriate spill controlmeasures (oil absorbent pads or booms) must be in place before maintenance activities occur.Spills of any amount of petroleum product or polluting materials are to be prevented. The following list detailsgeneral requirements necessary to avoid spills and minimize the impact of spills which occur accidentally:·No bulk quantities of diesel fuel and gasoline will be stored on the site. No bulk quantities of hazardousmaterials including solvents and lubricants will be stored on the site.·Vehicles and equipment are expected to be re-fueled offsite. Fuel carriers (if applicable) and transportedequipment will be inspected daily for leaks prior to entering the site and will not be allowed onsite until leaks arerepaired.·The equipment staging area will be located away from surface waters and any private and municipalwater wells.·All construction equipment will be inspected daily for leaks prior to start of work. Any leaking equipmentwill be repaired, as necessary.·If any soil is contaminated with hydrocarbons or other objectionable material, it will be segregated andproperly disposed of offsite.·If concrete materials are used onsite, concrete washouts should be used.Project-related solid waste will be collected regularly and transferred to a licensed solid waste disposal site. Noconstruction waste materials will be buried onsite. Portable sanitary waste units will be utilized as available forthe Project. A licensed sanitary waste management contractor will collect sanitary waste from the portable unitsas necessary. Washout of concrete materials shall not occur within wetland areas, storm sewer systems, orother open or closed drainage ways. All construction personnel are to be instructed regarding the correctprocedure for waste disposal and these practices are to be followed.Contractors shall provide all necessary labor, materials, equipment, and response capabilities to prevent oilreleases. Contractors causing an oil release must take appropriate actions to minimize the environmentalimpacts of the release.If a hazardous substance release or oil spill requiring attention shall occur during construction, the responsibleparty shall immediately contact the onsite Supervisor, who will then contact Duke Energy Health and Safety orEnvironmental Services to report the spill as necessary and ensure that the spill is cleaned up properly by theresponsible party or an approved remediation contractor.In an emergency, immediately report all spills to:IDEM Emergency Response 1-888-233-7745Hamilton County Emergency Management 317-770-3381Carmel Fire Dept. Station #342 317-773-1282 or by calling 911B15 - Material handling and storage procedures associated with construction activity:N/A this siteStormwater Pollution Prevention - Post-construction Component (Section C)C1 - Description of pollutants and their sources associated with the proposed land use: Potential pollutantsources include automotive fuel/oil spilled from vehicles and oils associated with the equipment onsite. To limitand control potential fuel/oil leaks and spills, the procedures outlined in Section B13 above will be followed.C2 - Description of proposed post-construction stormwater measures: Post-construction stormwater measuresinclude streambank stabilization for moderate to severe bank erosion at several points. The bank will bere-graded and armored with rip rap at key locations. In-stream structures will be placed in the channel toprotect against ongoing erosion and to improve sediment catchment. Proposed in-stream structures includeriffle-pool structures and at-grade riffle structures. The riffle-pool structures are also designed to createin-channel aquatic habitat, improving the ecological condition of this segment of Spring Mill Run.C3 - Plan details for each stormwater measures: See B12 and Stormwater Pollution Prevention Typical Details.C4 - Sequence describing stormwater measure implementation: See Section B2C5 - Maintenance guidelines for proposed post-construction stormwater measures: Seeded areas will beinspected to ensure adequate vegetative establishment and coverage. Adequate coverage shall be defined asgreater than or equal to 70 percent areal density by visual estimation. Reseeding, watering, or fertilization shallbe utilized to meet this goal. Fertilizer should not be used in areas requiring native seeding. The area will bemaintained by vegetative mowing. All temporary erosion and sediment control measures will be removed priorto NOT being submitted. Structural measures will be monitored for erosion.Routine inspections and monitoring of erosion control structures will end, and structures will be removed oncethe disturbed soil areas are permanently re-established with a vegetative cover of 70 percent or greater density.C6 - Entity that will be responsible for operation and maintenance of the post- construction stormwatermeasures:The Crooked Stick Golf Club will be responsible for maintaining the site.Stormwater Pollution Prevention - Construction Component (Section B)B1 - Description of the potential pollutant generating sources and pollutants, including all potentialnon-stormwater discharges:The anticipated pollutants to be generated by this type of construction include the following:·Sediment carried offsite by storm water runoff;·Vegetation debris generated during onsite vegetation removal;·Debris from building removal and domestic garbage from construction workers; and·Potential for petroleum spills from heavy equipment operation and refueling.6/4/2024 Site Photographs Appendix A IDNR Construction in the Floodway Permit Cross Sections 6/4/2024 E8418428438418428438418428438 4 0 8 4 1842843844 840838 8398418428438 4 2 843 842843844845 845845845846847846847848 842841840839838838839840841842 840841842843840841842841841842842 8408 4 1 841842 842 844845844846847845844846847845845845846846846847847 840837838839841842840837838839841842840837 838839 840837838839841840838839841842 840 841 842843844840 841842843 845844840 841842 843 8428428438438 4 1 842842842 843840840841841842842843843 844844 841 8418418448418428438448418428438448 4 5 84 2 8 4 3 8 4 4 84 5 84384 4 8 4 6 8458428438440+0 0 1 + 0 0 2 + 0 0 2 + 5 2 0 + 0 01+002+002+510+00 1+00 2+ 0 0 2+ 8 4 0+ 0 0 1+002+00 3+ 0 0 3+ 2 2 0+00 1+00 2+ 0 0 2+ 4 7 0+001+00 2+ 0 0 2+ 5 2 0+00 1+00 2+002+45 0+001+001+69 0+001+002+002+700+001+002+002+100+001+002+002+32 DRAWING NO.NR3.0N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\E0_\Sheet Drawings\230437_V3_PropCrossSections.dwg10/27/2023PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL INDIANA CROSS SECTION LOCATIONS SPRING MILL RUN STREAM RESTORATIONwww.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:OCTOBER 2023 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone CROSS SECTION A-A'CROSS SECTION B-B'CROSS SECTION C-C'CROSS SECTION D-D'CROSS SECTION E-E'CROSS SECTION F-F'CROSS SECTION G-G'CROSS SECTION H-H'CROSS SECTION I-I'CROSSSECTION J-J'CROSSSECTION K-K'6/4/2024 8258308358408458508558608258308358408458508558600+000+200+400+600+801+001+201+401+601+802+002+202+402+51PROPOSED GRADEEXISTING GRADEPROPOSED BANK STABILIZATION12" TO 24" ROUND RIVER STONEKEYED INTO BANKPROPOSED BANK STABILIZATION12" TO 24" ROUND RIVER STONEKEYED INTO BANKPROPOSED RIFFLE8" ROUND RIVER STONETO MATCH EXISTING STREAM BED ELEVATION100-YEAR FLOOD ELEVATION844.0 FEET NAVD-88APPROXIMATE LIMITS OFTHE FLOODPLAINAPPROXIMATE LIMITS OFTHE FLOODPLAINCROSS SECTION B-B'EXISTING CROSS SECTIONAL AREA: 567.82 SQ. FT.PROPOSED CROSS SECTIONAL AREA: 590.61 SQ. FT.HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 10'8258308358408458508558608258308358408458508558600+000+200+400+600+801+001+201+401+601+802+002+202+402+52EXISTING GRADE100-YEAR FLOOD ELEVATION844.0 FEET NAVD-88APPROXIMATE LIMITS OFTHE FLOODPLAINAPPROXIMATE LIMITS OFTHE FLOODPLAINCROSS SECTION A-A'EXISTING CROSS SECTIONAL AREA: 737.30 SQ. FT.HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 10'DRAWING NO.NR3.1N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\E0_\Sheet Drawings\230437_V3_PropCrossSections.dwg10/27/2023PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL INDIANA CROSS SECTIONS A-A' AND B-B' SPRING MILL RUN STREAM RESTORATIONwww.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:OCTOBER 2023 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 8258308358408458508558600+000+200+400+600+801+001+201+401+601+802+002+20PROPOSED RIFFLE-POOL STRUCTURE8" TO 12" ROUND RIVER STONECREST ELEVATION: 839.50 FTPROPOSED GRADEEXISTING GRADE100-YEAR FLOOD ELEVATION844.0 FEET NAVD-88APPROXIMATE LIMITS OFTHE FLOODPLAINPROPOSED BANK STABILIZATION12" TO 24" ROUND RIVER STONEKEYED INTO BANK8258308358408458508558600+000+200+400+600+801+001+201+401+601+802+002+202+402+602+802+84CROSS SECTION C-C'EXISTING CROSS SECTIONAL AREA: 459.35 SQ. FT.PROPOSED CROSS SECTIONAL AREA: 475.66 SQ. FT.HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 10'PROPOSED RIFFLE-POOL STRUCTURE8" TO 12" ROUND RIVER STONECREST ELEVATION: 839.00 FTPROPOSED GRADEEXISTING GRADE100-YEAR FLOOD ELEVATION844.0 FEET NAVD-88APPROXIMATE LIMITS OFTHE FLOODPLAINAPPROXIMATE LIMITS OFTHE FLOODPLAIN8258308358408458508558602+202+402+602+803+003+203+22CROSS SECTION D-D'EXISTING CROSS SECTIONAL AREA: 384.10 SQ. FT.PROPOSED CROSS SECTIONAL AREA: 570.06 SQ. FT.HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 10'APPROXIMATE LIMITS OFTHE FLOODPLAIN100-YEAR FLOOD ELEVATION844.0 FEET NAVD-88DRAWING NO.NR3.2N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\E0_\Sheet Drawings\230437_V3_PropCrossSections.dwg10/27/2023PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL INDIANA CROSS SECTIONS C-C' AND D-D' SPRING MILL RUN STREAM RESTORATIONwww.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:OCTOBER 2023 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 8308358408458508558608658308358408458508558608650+000+200+400+600+801+001+201+401+601+802+002+202+402+52CROSS SECTION F-F'EXISTING CROSS SECTIONAL AREA: 338.50 SQ. FT.PROPOSED CROSS SECTIONAL AREA: 360.10 SQ. FT.HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 10'PROPOSED RIFFLE-POOL STRUCTURE8" TO 12" ROUND RIVER STONECREST ELEVATION: 841.00 FTPROPOSED GRADEEXISTING GRADE100-YEAR FLOOD ELEVATION846.0 FEET NAVD-88APPROXIMATE LIMITS OFTHE FLOODPLAINAPPROXIMATE LIMITS OFTHE FLOODPLAIN8308358408458508558608658308358408458508558608650+000+200+400+600+801+001+201+401+601+802+002+202+402+47CROSS SECTION E-E'EXISTING CROSS SECTIONAL AREA: 106.62 SQ. FT.PROPOSED CROSS SECTIONAL AREA: 140.89 SQ. FT.HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 10'PROPOSED RIFFLE-POOL STRUCTURE8" TO 12" ROUND RIVER STONECREST ELEVATION: 840.50 FTPROPOSED GRADEEXISTING GRADE100-YEAR FLOOD ELEVATION844.0 FEET NAVD-88APPROXIMATE LIMITS OFTHE FLOODPLAINPROPOSED BANK STABILIZATION12" TO 24" ROUND RIVER STONEKEYED INTO BANKAPPROXIMATE LIMITS OFTHE FLOODPLAINDRAWING NO.NR3.3N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\E0_\Sheet Drawings\230437_V3_PropCrossSections.dwg10/27/2023PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL INDIANA CROSS SECTIONS E-E' AND F-F' SPRING MILL RUN STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:OCTOBER 2023 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 8308358408458508558608658308358408458508558608650+000+200+400+600+801+001+201+401+601+69CROSS SECTION H-H'EXISTING CROSS SECTIONAL AREA: 138.25 SQ. FT.PROPOSED CROSS SECTIONAL AREA: 166.85 SQ. FT.HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 10'PROPOSED RIFFLE-POOL STRUCTURE8" TO 12" ROUND RIVER STONECREST ELEVATION: 842.00 FTPROPOSED GRADEEXISTING GRADE100-YEAR FLOOD ELEVATION846.0 FEET NAVD-88APPROXIMATE LIMITS OFTHE FLOODPLAINAPPROXIMATE LIMITS OFTHE FLOODPLAIN8308358408458508558608308358408458508558600+000+200+400+600+801+001+201+401+601+802+002+202+402+45CROSS SECTION G-G'EXISTING CROSS SECTIONAL AREA: 271.71 SQ. FT.PROPOSED CROSS SECTIONAL AREA: 305.80 SQ. FT.HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 10'PROPOSED BANK STABILIZATION12" TO 24" ROUND RIVER STONEKEYED INTO BANKPROPOSED RIFFLE-POOL STRUCTURE8" TO 12" ROUND RIVER STONECREST ELEVATION: 841.50 FTPROPOSED GRADEEXISTING GRADE100-YEAR FLOOD ELEVATION846.0 FEET NAVD-88APPROXIMATE LIMITS OFTHE FLOODPLAINAPPROXIMATE LIMITS OFTHE FLOODPLAINDRAWING NO.NR3.4N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\E0_\Sheet Drawings\230437_V3_PropCrossSections.dwg10/27/2023PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL INDIANA CROSS SECTIONS G-G' AND H-H' SPRING MILL RUN STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:OCTOBER 2023 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 8308358408458508558608658308358408458508558608650+000+200+400+600+801+001+201+401+601+802+002+10CROSS SECTION J-J'EXISTING CROSS SECTIONAL AREA: 170.28 SQ. FT.PROPOSED CROSS SECTIONAL AREA: 189.77 SQ. FT.HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 10'PROPOSED GRADEPROPOSED RIFFLE-POOL STRUCTURE8" TO 12" ROUND RIVER STONECREST ELEVATION: 843.50 FTEXISTING GRADE100-YEAR FLOOD ELEVATION848.0 FEET NAVD-88APPROXIMATE LIMITS OFTHE FLOODPLAINAPPROXIMATE LIMITS OFTHE FLOODPLAINPROPOSED BANK STABILIZATION12" TO 24" ROUND RIVER STONEKEYED INTO BANK8308358408458508558608658708308358408458508558608658700+000+200+400+600+801+001+201+401+601+802+002+202+402+602+70CROSS SECTION I-I'EXISTING CROSS SECTIONAL AREA: 334.47 SQ. FT.PROPOSED CROSS SECTIONAL AREA: 331.02 SQ. FT.HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 10'PROPOSED RIFFLE-POOL STRUCTURE8" TO 12" ROUND RIVER STONECREST ELEVATION: 842.50 FTEXISTING GRADE100-YEAR FLOOD ELEVATION848.0 FEET NAVD-88APPROXIMATE LIMITS OFTHE FLOODPLAINAPPROXIMATE LIMITS OFTHE FLOODPLAINDRAWING NO.NR3.5N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\E0_\Sheet Drawings\230437_V3_PropCrossSections.dwg10/27/2023PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL INDIANA CROSS SECTIONS I-I' AND J-J' SPRING MILL RUN STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:OCTOBER 2023 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 8308358408458508558608658708758308358408458508558608658708750+000+200+400+600+801+001+201+401+601+802+002+202+32CROSS SECTION K-K'EXISTING CROSS SECTIONAL AREA: 150.13 SQ. FT.HORIZONTAL SCALE: 1" = 10'VERTICAL SCALE: 1" = 10'100-YEAR FLOOD ELEVATION850.0 FEET NAVD-88APPROXIMATE LIMITS OFTHE FLOODPLAINAPPROXIMATE LIMITS OFTHE FLOODPLAINDRAWING NO.NR3.6N:\2023\230437 - Crooked Stick\Drawings\ACAD\NR\E0_\Sheet Drawings\230437_V3_PropCrossSections.dwg10/27/2023PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 230437 TPB MAR JSM CARMEL INDIANA CROSS SECTIONS K-K' SPRING MILL RUN STREAM RESTORATION www.v3co.com DESCRIPTIONDATENO. R E V I S I O N S ORIGINAL ISSUE DATE:OCTOBER 2023 DESCRIPTIONDATENO. 619 N Pennsylvania Street Indianapolis, IN 46204 317.423.0690 phone 6/4/2024 Figures 6/4/2024 J:\2023\230437\MAP\Fig1Loc230437.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 619 N. Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phonewww.v3co.com CREATED BY: SCALE: PROJECT NO.: §¨¦465 £¤31 N. MERIDIAN ST£¤421MICHIGAN RD.DITCH RDW. 106TH ST. ³ 230437 MAR 09/29/2023 See Scale Bar Crooked Stick Golf Club, LLC1964 Burning Tree LnCarmel, IN 46032 ESRI World Street Map PROJECT LOCATION MAP Crooked Stick Stream RestorationCarmel, Hamilton Co., Indiana 1FIGURE: 2,000 0 2,000 4,000Feet Legend Approximate Site Boundary 6/4/2024 J:\2023\230437\MAP\Fig2NWI230437.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 619 N. Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phonewww.v3co.com CREATED BY: SCALE: PROJECT NO.: PUBGh PUBGh PUBGx R2UBH PUBGx PUBGx PUBGx PUBGx R4SBC PUBGx R4SBCx R4SBC PUBGx PUBGx PUBGx PUBGx PEM1F PUBGx PUBGhR4SBC PUBGx PEM1F PUBFh PUBGx PUBGx PUBGh R4SBC PEM1Ch PUBGx PEM1F PUBGh PUBFhPUBFh ³ 230437 MAR 05/31/2023 See Scale Bar Crooked Stick Golf Club, LLC1964 Burning Tree LnCarmel, IN 46032 Aerial Imagery (2022) NATIONAL WETLANDS INVENTORY (NWI) MAP Crooked Stick Stream RestorationCarmel, Hamilton Co., Indiana 2FIGURE: 500 0 500 1,000Feet Legend Approximate Site Boundary 6/4/2024 J:\2023\230437\MAP\Fig3Topo230437.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 619 N. Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phonewww.v3co.com CREATED BY: SCALE: PROJECT NO.: ³ 230437 MAR 05/31/2023 See Scale Bar Crooked Stick Golf Club, LLC1964 Burning Tree LnCarmel, IN 46032 USGS Topographic MapCarmel Quadrangle USGS TOPOGRAPHIC MAP Crooked Stick Stream RestorationCarmel, Hamilton Co., Indiana 3FIGURE: 1,000 0 1,000 2,000Feet Legend Approximate Site Boundary 6/4/2024 J:\2023\230437\MAP\Fig4NHFL230437.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 619 N. Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phonewww.v3co.com CREATED BY: SCALE: PROJECT NO.: ³ 230437 MAR 09/29/2023 See Scale Bar Crooked Stick Golf Club, LLC1964 Burning Tree LnCarmel, IN 46032 Aerial Imagery (2022) NATIONAL HAZARD FLOOD LAYER (NHFL) MAP Crooked Stick Stream RestorationCarmel, Hamilton Co., Indiana 4FIGURE: 300 0 300 600Feet Legend Approximate Site Boundary Zone A Zone AE Zone AE, Floodway 6/4/2024 J:\2023\230437\MAP\Fig5Firmette230437.mxd Visio, Vertere, Virtute... SITE: TITLE: "The Vision To Transform With Excellence" SCALE: DATE: CREATED BY:619 N. Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phonewww.v3co.com CLIENT: BASE LAYER: PROJECT NO.: SITE (approximate) ³ 230437 MAR 09/29/2023 1" = 1000' Crooked Stick Golf Club, LLC1964 Burning Tree LnCarmel, IN 46032 FIRM Panel18057C0205G FEMA FIRMETTE (2014) Crooked Stick Stream RestorationCarmel, Hamilton Co., Indiana 5FIGURE: 6/4/2024 J:\2023\230437\MAP\Fig6Soils230437.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 619 N. Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phonewww.v3co.com CREATED BY: SCALE: PROJECT NO.: YclA Sh CrA YclA Br YclA YbvA CrA CrA W Br YclA YbvA Br MmB2 YbvA W MmC2 Br CrA YmsB2 YclA YmsB2 MmC2 Br YbvA W Sh YmsB2 Br YshAH YclA YbvA YclA MmB2 CrA YmsC2 MmC2 YbvA YclA MmB2 YclA Br YmsB2 CrA YclA YbvA Br CrA CrAYclA YhnF MmD2 MmB2 YmsB2 YbvA CrA YbvA YmsB2 CrA YmsB2 YmsB2 YbvA YclA YmsB2 CrA YbvA YbvA MoD3MoD3 YmsC2 YmsB2 YmsC2 CrA YbvA³ 230437 MAR 09/29/2023 See Scale Bar Crooked Stick Golf Club, LLC1964 Burning Tree LnCarmel, IN 46032 Aerial Imagery (2022) SOIL SURVEY (2019)OF HAMILTON COUNTY Crooked Stick Stream RestorationCarmel, Hamilton Co., Indiana 6FIGURE: 250 0 250 500Feet Legend Approximate Site Boundary Hydric Soils of Indiana 6/4/2024 J:\2023\230437\MAP\Fig7Aerial230437.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 619 N. Pennsylvania StreetIndianapolis, IN 46204317.423.0690 phonewww.v3co.com CREATED BY: SCALE: PROJECT NO.: ³ 230437 MAR 05/31/2023 See Scale Bar Crooked Stick Golf Club, LLC1964 Burning Tree LnCarmel, IN 46032 Aerial Imagery (2022) AERIAL MAP (2022) Crooked Stick Stream RestorationCarmel, Hamilton Co., Indiana 7FIGURE: 150 0 150 300Feet Legend Approximate Site Boundary 6/4/2024