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l��-ly-23 E. oz "�11 f I I ys� alp iA ¢• \ I; 1 'ill J ��, i ell r3,> \ " °��> I I 1 No . I : tans ' �` I � ww I `sr«e nacur .�oo� All 'ra 20 _y_ y is i \J - S ; 1 xx„n nu.rr 3;,$ dOi 1 i �O Iq € .. gR I LLJ STOP LLJ 9 If jj �_. I � d z I 1�, ,'6 Po wwaalur�rcLM6«�6«cPan8.�Y,NOYl01q `U / I I� I / l `• S IitHF fll(HIS WIIA. BE CONSISINN'I' WITH THE. EXISTING STREETLIGI I' IS IN)AC'KSON'S Q r: SIi�ALL I'IALSTREE MAXIMUM FHISSIN u m •...a_.a_..--"-�. .ry I.+...C. ._.. —. vim..-:W 1 r aKR�J �a KmwwhaNsbelOW. C40S EIl before yoe dig _ _.. 60160JGV.Ri J-6- V'LLA,&6 9&c- z — I'koro56p Z14i-pr K&Lvza.-nqj 1► IV I Ir'AME Inv SIANDARD HARRICADE"EMIL lit STOP WMV .. . .... .. 7ESTOP ......................... VL*-" T6 P"f osto -t>pe LV c e V- ........... V, C=3 SIR, Ll S,'TIIIM 'ACK.50N'S NMIS z'TWITUTIM-STING MION 61,411, RV 1.1111AI S • SH M111- t011.1 0 11 1.1.101f Call betas you dlg Know wham below. Jl- 7-3 17 ll1Al6lj6yL- RM 1 - #2 AAAC BR 291 I _ RIFFLE UN N#2AAACBR IN 25AI _ 530, II r " I I RM 80 800. AL 1 - #2 TRI RM 40 - 3 RM 0 A 156 1~ RM 45-3 NOLAND INST 1-4-PVC O L,55 .5G 57 NB se LINES NOTE: ALL PRIMARY 1g (105-B) TO BE INSTALLED WILL BE290 1/OAL.JCN1/CCABLEAND a1aST DA_ _ _ _ INsrso REMOVE A REVERSE ALL SECONDARY CABLE WILL 59 Q`�M RISER BE 500MCM TRIPLEX CABLE. 289 JACKSONS VIL. INQ ` INST 50 A S4 (105-A� r,3 17 I 53 E4 I144' 306 30 7 52 ppgg9 65 / /- 143 IINST 756 193' C6 lN30ST 50 B 125' U INST. N.O. Ir l 51 T 21'13 317 SpI� R �INST 25A 1� 49141' /i INST 25A r1-0 308 h817 65. I 79� —� INST 50 f il l VILLAGE CREEK DR 305 35 I 295 INST 25 B 1173' i 313' 36 O 293 INST 25 B ..,5 -,,, - 54 316 304 ZO INST SOB �0 31 6 315 J 316/ ' ~ 7 313 .. 4: 314 i8D' 33 52 ST 22 108, INST 50 B 141' I 311 71' 71' 310 -�4 23 21 +� m INST 92 50 B I I129 I. INST A 296 II I \ *N3T 508 134 \ \ INST 1-4-PVC ry LINES NOTE: LEAVE I! 303 asr PULL BOX # 187 AND o \ 4" PVC FROM SW.GR#278 a! TO PULL BOX # 187 FOR FUTURE USE. 4' z 1 a y j LJOB NAME: Jackson Village SINST 1-4-PVC RM1 - #2 AL JCN EPR ' LOCATION: 11602 Spring Mill PUSH/BORE 678� 22 �$6D ,.— ENGINEERING DEPARTMENT NAME I aa7 116TH ST 167 1 44'V-' 1410 NO. TREMONT # 3 I I _._ - }I __�� / REVC .CE INST 1 INST 1 4 PVC ��"• 116TH ST 78 AT&T N0. (� a «c '74 WR NO. 628221 B-65 T CIR(U AARY CIRCUIT SWS I CIRCUIT 2853 645 IESIGNED BY: Rodney Johnson PHONE: 261-5047 CELL: 850-1243 SECT. NO. I TAXUNIT I DATE 105-A 6 9 13 2023 PRINT N0. — —/ X --- f -"--J :'� _, ;,yx; In ameter al'stuml9reCtar(inerel lnlwmet,onoNY A Y f Mfr,mlml l meacwnple ytmgpl tY lay lsuaenC9reesCye,shu®to,nn lYaMEeIe,WIM'anapd sPmrerB MgM CompanYaaainAanYd Orsmarph Y ^_ xl onsl«EamaBesinal nan riei'efwre' eanlyarN' Icenm"fwaoneta,reoN 277Se�--- ___.. __ 1 �' vwarmerraacuroma,y nM material.m er a ruae,romaewnaenrreaam rmmalntormat om«tmi naa l— 13578 E. 131'Street Suite 200 Fishers, IN 46037 Republic Phone:(317)770-1818 Development LLC Fax:(317)770-1819 Transmittal To Angela Conn Date April 29, 2022 Cody City of Carmel—Dept. Community Services Fax Addass One Civic Square Job# Carmel, IN 46032 Project Jackson's Grant Village Section 1 From Doug Wagner(Cell—317.710.7011) Pages: Cover Sheet plus check CC: Brian Robinson—Stoeppelwerth&Assoc. Re: Docket#PZ-2021-00115 SP #Copies Date Description 1 4-29-22 Jackson's Grant Village Section 1 —Secondary Plat Filing Fee - Check #001104 for $3,981.00 • Comments: Angela, let me know if you need anything else from us at this time. Thanks LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 1061h Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Department of Community Services One Civic Square, 3rd Floor Carmel, Indiana 46032 JOB NUMBER: 60160JGV-R ATTENTION: Angie Conn/ Rachel Keesling / Alexia Lopez RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: ePlan COPIES SHEET NO. DESCRIPTION 1 Set 1/2 size Construction Plans 1 Full Size Plat 1 I Secondary Plat Application TAC Application 1 Subdivider Agreement 1 Set Copies of Transmittals to Checkpoint Agencies 1 Digital Files THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Cc: Angie Conn ] As Requested ] [ X ] For Review and Comment Thank you, Brian K. Robinson BKR/mij S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc *This is a PDF version of'the application. The official application should be filled out online at the link below or at https: //cw. carmel. in.gov/PublicAccess/template/Login. aspx?Return Url=%2ftemplate%2fHome. aspx APPLICATION for SECONDARY PLAT or (REPLAT) FEE: Due after docket no. is assigned. $1,150 plus $149 per lot or ($377 plus $149 per lot) Docket No: Date Received: (Office Use Only) The undersigned agrees that any construction, reconstruction, enlargement, relocation or alteration of structure, or any change in the use of land or structures requested by this application will comply with, and conform to, all applicable laws of the State of Indiana, and the Zoning Ordinance of Carmel, Indiana - 1980, adopted under the authority of Acts of 1979, Public Law 178, Sec. 1, et. seq. General Assembly of the State of Indiana, and all Acts amendatory thereto. Jackson's Grant Real Estate Company, LLC dwagner@ republicdev.com Address: 13578 East 131 st Street, Suite 200, Fishers, Indiana 46037 Owner: Jackson's Grant Real Estate Company, LLC Contact Person: Douglas B. Wagner Err,a;l_ dwagner@republicdev.com Phone: 317-770-7011 317-770-7011 317-770-7011 Eplan Review Contact Person: Brian K. Robinson Phone: 317-570-4763 Email: brobinson@stoeppelwerth.com Name of Subdivision: Jackson's Grant Village, Section 1 Approximate Address/Location of Subdivision: 520 West 116th Street, Carmel, Indiana 46032 Tax Parcel ID No(s): 17-09-34-00-00-021.000 & 17-09-34-00-00-019.000 Legal Description: (To be typed on separate sheet and attached). Area (in acres): 11.869 Number of Lots: 19 Zoning: PUD Length in miles of new streets to be dedicated to public use: 0.391 Zoning Overlay: Surveyor certifyingplat: Dennis D. Olmstead - Stoeppelwerth & Associates, Inc. Surveyor's address and] Signature of Applicant: - TITLE: Senior Vice East 106th Street, Fishers, Indiana 46038 - 317-570-4700 Name) Douglas B. Wagner State of Indiana, County of {'iN 11- i C)-tj SS: (County in which notarizatio ` takes place) Before me the under 'gned, a Notary Public for )NI 1 L- � ice' County, State of Indiana, (officers county of residence) personally appeared S_ i% �� t-'�' '. - \ � (A Ci w z F!, and acknowledged the execution (name of person(s)) i4, J of the foregoing instrument this ) �P day of ✓ \ eV 1'J 20 2-j) (date) J (month) t (year) '0011111111lij�I E. B ~%,,:� S I OTA&),, i SEAL OF�Nd�Q'��' ission expires: File: Secondary Plat-Replat Application 2021 ablic - Signature) Revised 4/5/2021 SECONDARY PLAT CHECK LIST: UDO Section 9.12. Application for Final Plat. As of January 1, 2019, electronic -only submittals are accepted. You can submit an electronic application through Carmel's Public Portal, our on-line application website. Afterwards, plans and documents are to be submitted electronically through ProjectDox, Carmel's ePlan review software. Please see the Electronic Plan Review handout for more information on the process and what needs to be submitted. Plans are to be distributed to all Technical Advisory Committee (TAQ authorities by the applicant, by the filing deadline as well. A. ELECTRONIC COPY OF PLAT* TO ILLUSTRATE: 1. Name of subdivision 2. Words "Secondary Plat" 3. Date of submission or latest revision 4. Plat drawn 50' =1" scale with north arrow 5. Names, addresses, phone numbers: Owner, subdivider, surveyor 6. Registered surveyor's signature, seal and date 7. Accurate tract boundary lines: Show dimensions, angles, bearings 8. Source of title of ownership and legal description 9. Streets and rights -of -way (existing andproposed) a. Locations b. Names c. Widths 10. Complete curve notes 11. Dimensions of land to be dedicated or reserved 12. Monuments and markers (location, type, material, size) 13. Easements (location, widths, use) 14. Building setback lines 15. Legends and notes 16. Registered land surveyor's certificate 17. Certification of dedication of streets and public property 18. Certificate of approval by Commission (opening page) 19. Certificate of acceptance by Board of Works or County Commissioners 20. Restrictions or covenants a. Fences in detention/retention areas b. Lighting - dusk to dawn lights c. Maintenance of common areas 21. Subdivider Agreement Form 22. Location Map 23. Space for the Docket Number(s) 24. Present zoning classification 25. (On a Replat: affected lot numbers will have the letter A after them, such as Lot 4A.) B. ELECTRONIC COPIES OF SECONDARY SUPPORTING DATA TO BE PROVIDED. Letters of approval submitted by the following: a. Hamilton County Surveyor b. Hamilton County Highway Department c. Hamilton County Soil & Water Conservation District d. Carmel City Engineer e. Fire Chief - Carmel Fire Department f. Carmel City Utilities Department Page 2 of 4 File: Secondary Plat-Replat Application 2021 Revised 4/5/2021 2. Certification of Notification a. Police and Sheriff b. Water and sanitary sewer utilities c. Electric, gas, phone utilities d. Carmel/Clay Schools e. Hamilton Health Department (if septic) f Carmel Board of Public Works 3. Report describing water system, sanitary sewer system and storm drainage system. 4. Statement from State Highway Department, County Highway Department or City Street Department (rights -of -way, road improvements, roadside drainage, entrances, culvert pipes, condition of existing roadway and its suitability to handle proposed traffic must be specified). 5. Soils map and report from Hamilton County Soil & Water Conservation District showing soil limitations based upon intended usage. 6. Letter from the Carmel Board of Public Works or other appropriate authorities stating that said authority has capacity for sewer/water hookups. C. ELECTRONIC COPY OF CONSTRUCTION PLANS TO INCLUDE: 1. Professional engineer's or registered land surveyor's signature, seal and date 2. Proposed method of sewage disposal 3. Proposed water supply method 4. Proposed fire hydrant system 5. Proposed method of drainage including detention/retention both offite and offsite. (The Hamilton County Curveyor's Office requires all Erosion Control Plans be labeled as "Stormwater Pollution Prevention Plans", aka SWPPP Plans.) 6. Proposed street lighting and signage plan 7. Proposed (engineered) landscaping and screening plan, if required 8. Proposed parking plan (cluster) 9. Plans, profiles, cross -sections and specifications 10. Proposed cut and fill map D. ELECTRONIC COPY OF FINANCIAL PERFORMANCE AND MAINTENANCE GUARANTEES 1. Written statement of commitment DOCKET NO. TAC DATE RECEIVED: For Office Use Only TECHNICAL ADVISORY COMMITTEE APPLICATION & PROCEDURES ^Fee: $371.00 Property Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tax Parcel ID*: 17-09-34-00-00-021.000 & 17-09-34-00-00-019.000 11 869 Area (acres): Pronertv Address: 520 West 116th Street, Carmel, Indiana 46032 ZoningDistrict: PUD Overlay District (If applicable): Legal Description: (To be typewritten separately.) * Please attach a separate list for projects with multiple parcels. Contactinformation ' ■ . .. .. .. .. .. .. .. .. " .. .. .. .. .. .. .. " Name: Douglas B. Wagner - Jackson's Grant Real Estate Company, LLC Address:13578 East 131 st Street, Suite 200, Fishers, Indiana 46037 Phone:317-770-7011 Email: dwagner@republicdev.com Engineer Information . . . . • ■ ■ . ■ ■ . . . ■ • ■ . ■ . • ■ . • ■ ■ ■ • . ■ . . . ' . ' • . Name: Stoeppelwerth & Associates, Inc. 7965 East 106th Street, Fishers, Indiana 46038 Phone:317-570-4763 Email Address: brobinson@stoeppelwerth.com Eplan Review Contact Person: Brian K. Robinson Phone: 317-570-4763 Email: brobinson@stoeppelwerth.com Owner Information . Name: Jackson's Grant Real Estate Company, LLC 13578 East 131 st Street, Suite 200, Fishers, Indiana 46037 Phone Day:317-770-7011 Email Address: dwagner@republicdev.com Evening: Project Description • • • • • • • . . . . • . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Please include a brief summary/history of the project: This section known as Jackson's Grant Village, Section 1 will consist of 19 single-family residential lots on approximately 11.869 acres Affidavit. I, hereby swear that I am the owner/contract purchaser of property involved in this application and that the foregoing signatures, statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. 1, the undersigned, authorize the app>eftqt to act on my behalf with regard to this application and subsequent hearings and testimony. Signature of Owner: Page 1 of 2 Wok,�)k.. UPrinted: Douglas B. Wagner Date: June 16, 2021 � File: Tee ical Advisory Committee Application 2020 Revised: 12/31/19 CITY OF CARMEL SUBDIVISION CONTROL ORDINANCE 9.06 Subdivider Agreement Farms. 9.06,01 The following agreement shall be included as a submittal with the final plat approval application: AGREEMENT The developer shall be responsible for any drainage problems, including standing water, flooding and erosion control, which arise or become evident at any time during the 3 year maintenance period after the release of the subdivision bond, and which is attributable to a deficiency in subdivision drainage design or construction of drainage improvements. This shall include all pipes, structures, swales, ditches and ponds which are pertinent features to the proper drainage of the subdivision. This responsibility of the developer shall not, however, include problems which are created subsequent to the completion of the subdivision improvements by the improper grading by individual builders or structures and improper grading installed or accomplished by individual homeowners. It is the intent of this agreement that the developershall specifically provide such sub -surface drains, or storm sewers or ditches, as are required to properly rectify any drainage problem or sub -surface water problem which was not contemplated in the original approved subdivision design, including, but not restricted to, disposal of sub -surface water from footing drains of individual lots. ROAD IMPROVEMENTS: The typical agreement for existing contiguous Hamilton County Roads which are substandard, with Hamilton County is: The developer will put in 12-inch stone base to the required width of the road, and grade the shoulders to a minimum of 6 feet width and construct proper side -ditches, or, provide storm sewer and curbs. This will be the black top grade during construction of subdivision. Then the county will come in and cut our 3 inches and put in 3 inches binder asphalt after which the developer will be responsible for 1 inch of asphalt topping. This is being done as joint projects between county and developer. An agreement shall be executed, in writing, between the developer and Hamilton county specifically detailing the exact work to be accomplished by the developer and that to be accomplished by the County, and shall also state the road or roads or portions thereof which are included. if the subdivision is contemplated to be annexed to the City of Carmel, then the agreement shall include the City of Carmel Board of Public Works as a signatory, which shall be for the purpose of the City of Carmel agreeing to accept the maintenance and operation, the improved road facility upon completion of said improvements and co eti n of annexation. June 16, 2021 ,DevelopervY Date Dqqg�Iner .Y��ck�lgv,— E. Bredlau Chapter 9: Plat Certificates, Deed of Dedication 9-G as adapted per Z--160; as amended per Z-486-06 Spring 2006 vl LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Hamilton County Surveyor's Office One Hamilton County Square, Suite 188 Noblesville, Indiana 46060 ATTENTION: Samuel Clark RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: JOB NUMBER: 60160JGV-R Deliver COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans 1 Drainage Report 1 Outlet Permit Request 1 Non -Enforcement Request 1 Check No. 001076 for S250.00 (Outlet Permit Request $150.00/Ea. + Non - Enforcement $100.00 THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc - JG Village LLC 3150 Republic Blvd North Suite 3 Toledo, OH 43615 419-841-4831 56-1585/412 Waterford Bank Toledo, OH 43617 Check # 001076 Check Date Check Amount 6/I0/2021 *********$250.00 ** Two Hundred Fifty and 00/100------------- ----------------------------- - - - - -- ** Void aficr 180 days Dollars PAY TOTreasurer, Hamilton County ORDER Historic Courthouse 08 33 N. 9th Street, Suite 112 Noblesville, IN 46060 [is00 10 7611' 1:04 1 2 L 58 54i: 10 299 74ii' ON (� I,<��'1�, NON -ENFORCEMENT OF DRAINAGE EASEMENT IN SUBDIVISIONS STATE OF INDIANA ) BEFORE THE HAMILTON } COUNTY OF HAMILTON } COUNTY DRAINAGE BOARD At the request of Jackson's Grant Real Estate Co., LLC The Hamilton County Drainage Board considered the extent of the drainage easement on the Williams Creek Drain Drain in the Jackson's Grant Village, Section 1 Subdivision. Upon the agreement in writing by the recorded owners) of land involved that such owners) agree and covenants that neither the Hamilton County Drainage Board nor any Contractor nor Workman operating under the authority of said Board will be held liable for any damages resulting front construction, reconstruction, or maintenance of the above named drain at said location, whether to the real estate or improvements thereon the Board agreed: 1. That it will not enforce the easement beyond those shown on the Subdivision plat recorded as Instrument No. and in Plat Cabinet Slide in the Hamilton County Recorders Office. 2. It will not object to the improvement of said real estate beyond such distance, and 3. Other Conditions: G D:Crr�rl.✓ I/Ir APPLI NT Douglas B. Wagner PRINTED NAME * * *FOR BOARD USE ONLY* * * Jackson's Grant Real Estate Co., LLC PRINTED NAME (Owner of Land) AGREEMENT WILL BECOME EFFECTIVE UPON RECORDING. SIGNED THIS DAY OF 20 BY THE HAMILTON COUNTY DRAINAGE BOARD, PRESIDENT OF DRAINAGE BOARD MEMBER OF DRAINAGE BOARD MEMBER OF DRAINAGE BOARD "I affirm, under the penalties for perjury, that I have taken reasonable care to reaact eacn aociat 3cumiLy Number in this document, unless required by law : Kenton C. Ward Surveyor " Prepared by the Hamilton County Drainage Board:, Michael A Howard Attorney Revised May 2016 LAdobe PDF Finable Form l NON -ENFORCEMENT INFORMATION Hamilton County Surveyor's Office One Hamilton County Square, Suite 188 Noblesville, IN 46060 317-776-8495 fax: 317-776-9628 Northwest - Williams Cree Drainage Area Jackson's Grant Village, Name of Drain: and South - Chateaux De Moulin Drain Project Name: Section 1 17-09-34-00-00-021.000 & Parcel Number: 17-09-34-00-00-019.000 Township: Clay Applicant's Name: Jackson's Grant Real Estate Co., LLC Property Owner: Jackson's Grant Real Estate Co., LLC Address: 13578 East 131st Street, Suite 200 Property Address: 520 West 116th Street Fishers, Indiana 46037 Carmel, Indiana 46032 Phone: 3( 17 } 770-7011 Phone: E-mail: dwagner@republicdev.com E-mail: Contact Name: Douglas B. Wagner Contractor -Installer: N/A Address: 13578 East 131 st Street, Suite 200, Fishers, Indiana 46037 Address: Phone: (317 ) 77-7011 phone: E-mail: dwagner@republicdev.com E-mail: Purpose of Non -enforcement: To outlet subdivision Reduced to: feet on side of Drain. If Utility, how many feet is line paralelling drain: Plan Project / Job Number: Jackson's Grant Village, Section 1 - 60160JGV-R Project Location: Engineering Firm: Address: Phone: (317 ) 570-4763 "For Office Use Only" Permit # Northeast corner of 116th Street and Spring Mill Road. Brian K. Robinson - Stoeppelwerth & Associates, Inc. 7965 East 106th Street, Fishers, Indiana 46038 Project #. E-mail: brobinson@stoeppelwerth.com Check # Adobe PDF Flltabfe Form NONENFORCEMENT OF DRAINAGE EASEMENT IN SUBDIVISIONS Notary Page "I DO HEREBY AFFIRM that I signed the preceding page as the applicant pursuant to the Non- enforcement of Drainage Easement on theWilliams Creek Drain Drain in the Jackson's Grant Village, Section 1 Subdivision." Dated this 16th day of June , 2021 SIGNED: BY: Printed Name: D uglas B. Wagner This section to be coinpleteel by Notary STATE OF INDIANA ) ) SS: COUNTY OF HAMILTON ) Subscribed and sworn to before me, a Notary Public, this 16th day of June 2021 , personally appeared the within named Douglas B. Wagner and acknowledged the execution of the foregoing affinnation. WITNESS my hand and official seal, Notary Ah .......... bIi4, %`�. W ��Mary E. Bredlau Printed Name N" Residing in Hamilton County, IN (P SEAS, ad�� 08/22/2022 My Commission E �xpires: OF : 1111111111`1°,% November 2019 Williams Creek Name of Drain: Revised May 2014 CUTLET REQUEST HAMILTON COUNTY SURVEYORS OFFICE One Hamilton County Square, Suite 188 Noblesville, Indiana 46060 317-776-8495 fax: 317-776-9628 17-09-34-00-00-021.000 & Parcel Number: 17-09-34-00-00-019.000 Jackson's Grant Village, Section 1 Project Name: Township: Clay Applicant's Name Jackson's Grant Real Estate Co., LLCproperty Owner•Jackson's Grant Real Estate Co., LLC Address- 13578 East 131 st Street, Suite 200 Property Address:520 West 116th Street Fishers, Indiana 46037 Carmel, Indiana 46032 Phone: 3(_17) 770-7011 Phone:(___) E-mail: dwagner@republicdev.com E-mail: Contractor- installer: Address: N/A Phone:(___-) E-mail: Purpose of Private Tile: To outlet subdivision. Size of Tile: 1811 Type of Tile: RCP Length of Tile: 111' Number of Outlets: 1 Location of Outlet: Northwest portion of parcel and South of parcel. Will private We cross property not owned by the applicant? No If yes, list parcel numbers, names and addresses of those that will be crossed: I hereby request permission to outlet a private drain into the above mentioned regulated drain. The construction shall conform to the standards of the County Surveyor at the point of connection with the regulated drain. A location map of the drain is attached showing the location of the regulated dr 'n, private drain, point of connection, lot lines, buildings and other physical features, andplatted se eats and right -of- ays. This request is made as per L C. 36-9-27-17. June 16, 2021 Applic nt' Signature Date Check Title: Owner: Contractor: Engineer: Tenant. Other: ***For Office Use Only*** Permit#: Plan Project Number: Check: Engineering Firm: l Adobe PDF Fillable Form I LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: TriCo 7236 Mayflower Park Drive Zionsville, IN 46077 ATTENTION: Ryan Hartman RE: Jackson's Grant Villages, Section I JOB NUMBER: 60160JGV-R WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans 1 Sanitary Sewer Construction Permit Application I Sanitary Sewer Project Application 1 Check No. 001077 for $8,560.00 (Plan Review & Inspection Fee) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] As Requested [ X ] For Review and Comment [ ] For Your Use [ ] REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-2Ldoc off 6 13201 :1 `15 8 5 t 2 t h 0:1 .n LLOt00.n aangvIBTS paziaOug 0SZ9t' KI '3TTOCl2TIaTpu2 antreAV a&a V aging / TTOD u4aOX TOLOT xa 'ITT-rTgn aaMag T'suorb92T ODTxX a G r: s-zETToa---------- os . sXePOB[Ja a ,o ---------OOT/00 pu'2 A:4xTg paapunfj P. A.r aai3 puesnot;y �gT Sa U TZOZ/OT/9 �unou� xoau� a�aQ xoau� LLOT00 # XOau:) L19£i Hp 'opaioy TE86-Tb8-6 U ueg Pzo3za�eM Si9£i gp 'OPaTOJ 2Tb/S8Si-95 £ a�tnS qq,zo _ N PATH otTgndeg OSTE .. 3qI ableTTTA 0.0 TriCo Regional Sewer Utility www.TriCo.eco Phone (317) 844-9200 Fax (317) 844-9203 Sanitary Sewer Project Application Submit to: TriCo, 10701 N College Ave., Suite A, Indianapolis, IN 46280-1098 One set of plans shall be submitted with this application. 1. Project Title: Jackson's Grant Village, Section 1 Location: Northwest corner of 116th Street and Spring Mill Road Please check county: Boone R Hamilton Marion 2. Project Owner: Jackson's Grant Real Estate Company, LLC Address: 13578 East 131 st Street Suite 200 Fishers Indiana 46037 Phone: 317-770-7011 Fax Email dwagner reoublicdev.com 3. Sewer Billing Address (if different from project owner address shown above): Contact Name: Same as above. Address: Phone: Fax Email 4. Engineer: Stoeppelwerth & Associates, Inc. Address: 7965 East 106th Street, Fishers, Indiana 46038 Phone: 317-570-4763 Fax 317-849-5942 Email brobinson@stoeppelwerth.com S. A site map showing location, acreage and zoning is attached? aYes No 6. Number of Acres? 11.869 Attach Legal Description 7. Design Flow: One Equivalent Dwelling Unit (EDU) = 310 gpd For calculations where space occupancy is unknown please use the following equivalency: (1 person/ 200 SQFT, 1 person = 20 gpd) 1 Bdrm. Apts, 2 Bdrm. Apts. 19 Single Family Home Commercial Lots* (other) (other) (other) *list each building separately @ 200 gpd/unit = @ 300 gpd /unit = @ 310 gpd /unit = @* gpd /unit = @* gpd /unit = @* gpd /unit = @* gpd /unit = Total Average Flow: 5,890 GPD If an IDEM Construction Permit will be required, attach a copy of the (DEEM Sanitary Sewer Design Summary. 7.(a) Is the property zoned for the intended use? ❑✓ Yes No (b) If yes, what is the zoning class? PUD 8. Facility Description/ Product: 19 Single -Family Residential Lots Page 1 (Rev.08-18) 9. Project Description: Continuation of the sanitary sewer mains from Jackson's Grant on Williams Creek subdivision. 10. Construction Schedule: Start Construction: September 2021 Complete Construction: September 2026 11. The Plan Review and Inspection Fee is due with this application. 1,712 Lineal Foot of sewer x $5.00 = $8,560.00 Amount Due The Interceptor fee of $4,075.00 per acre is EDU and Application Fees are due prior to design and construction of this project Ordinances and State Standards. due prior to the start of construction. The the issuance of a Connection Permit. The shall comply with all applicable District To the best of my knowledge and belief, the above project data is complete and accurate. v i June 16, 2021 Owner/Ow is Agent Date Douglas B. Wagner Page 2 (Rev. 08-18) R na APPLICATION FOR SANITARY SEWER Indiana Department of Environmental Management Office of Water Quality y CONSTRUCTION PERMIT PER 327 IAC 3 Facility Construction and Engineering Support Section, State Form 53159 (R712-20) Mail Code 65-42FC 100 North Senate Avenue, Room N1255 Indianapolis, IN 46204-2251 Name X Mr. or ❑ Ms. Name 9 Mr. or ❑ Ms. Douglas B. Wagner David J. Stoeppelwerth Name of Organization Name of Company Jackson's Grant Real Estate Company, LLC Stoeppelwerth & Associates, Inc. Address (number and street, city, state, and ZIP) Address (number and street, city, state, and ZIP) 13578 East 131 st Street, Suite 200 7965 East 106th Street Fishers, Indiana 46037 Fishers, Indiana 46038 Telephone Number Telephone Number ( 317 ) 770-7011 ( 317 ) 849-5935 E-Mail Address E-Mail Address dwagner@republicdev.com brobinson@stoeppelwerth.com • • , •9 Lei• ;To] 3011. -• • Name Describe the scope and/or purpose of this project Jackson's Grant Village, Section 1 This section will consist of 19 single-family residential lots Location or Project Boundaries on approximately 11.869 acres. Northwest corner of 116th Street and Spring Mill Road. City or Town Carle County Hamilton SOURCEOF • ❑ IFA's Wastewater State Revolving Fund Loan Program ❑ Local Funds ❑ OCRA's Community Development Block Grant ❑■ Private Funds ❑ USDA's Rural Development Loan and Grant Assistance ❑ Other: CERTIFICATION I swear or affirm, under penalty of perjury as specified by IC 35-44.1-2-1 and other penalties specified by IC 13-30-10 and IC 13-15-7-1(3), that the statements and representations in this application are true, accurate, and complete. Printed Name of Person Signing Douglas B. Wagner Title Senior Vice President Signature of Applicant/j� % ✓,June Date Signed (month/day/year) 16, 2021 / (Please refer to IC 13-30-10 for penalties of submission of false information.) Page 1 of 6 Part of State Form 53159 (R7 / 2-20) COLLECTION SYSTEM DESIGN SUMMARY Design Fl• to • for Design • • • uirements Description of Units Served Design Flow Per Unit Number of Units Unit Design Flow Example: Single family homes 310 gpd/unit 30 9,300 gpd Single -Family Homes 310 (gpd/unit) 19 5,890 gpd (gpd/unit) gpd (gpd/unit) gpd (gpd/unit) gpd (gpd/unit) gpd Average Design Flow 5,890 gpd Peaking factor 4.o Peak Design flow 123,560Gravity gpd Sewer Pipe Length Diameter Material ASTM o7AWWA StanDR 0 Applicable [:]Not Applicable SDR or Pressure Class (psi) Installation Method Example:1, 525 ft -7-12 8-inch PVC ASTM SDR-35 N/A Open Cut ft 8-inch in PVC ASTM D3034 SDR-35 N/A Open Cut ft in ft in ft in ft in • ' ' - Length - Diameter Material ASTM or AWWA Standard ❑ Applicable 0 Not Applicable SDR or DR Pressure Class (psi) Installation Method Example: 1, 525 It 8-inch PVC ASTM D2241 SDR-21 200 psi Open Cut ft in ft in ft in ft in ft in • Example: The proposed sanitary sewer shall connect to an existing 8-inch sewer located approximately 10 ft north and 10 ft west of the intersection of Main Street and Park Avenue and to an existing lift station located approximately 20 ft southeast of the intersection of Oak Lane and Maple Drive. The proposals sanitary sewer shall connect to an existing 8-inch sewer approximately 40' South of Hamlet Drive and approximately 410' West of Springmill Road. Inspection during construction will be provided by TriCo Regional Sewer Utility Maintenance after completion will be provided by TriCo Michigan Road WRRF Wastewater Treatment Wastewater treatment will be provided by TriCo Michigan Road WRRF StationLift 1. Location: ❑ Applicable 0 Not Applicable 2. Type of pump (example: submersible, dry pit): Page 2 of 6 Part of State Form 53159 (R7 / 2-20) 3. Number of pumps: 4. Constant or variable speed: 5. Design pump rate (gpm) and TDH (ft): 6. Operating volume of the wet well (gal): 7. Average detention time in the wet well (min): 8. Type of standby power/pump provisions: 9. Type of alarm: 10. Additional information: UMMAIM8 s • ❑ Applicable Not Applicable 1. Number of stations: simplex duplex triplex 2. Number of residential connections per simplex station (two maximum): 3. Design pump rate (gpm) at maximum TDH (ft): 4. Type of alarm: 5. Privately or utility owned and maintained: 6. Additional information: Vacuum 1. Pump Station Location: ❑Applicable ❑■ Not Applicable 2. Total volume of vacuum tank (gal): 3. Operating volume of the vacuum tank (gal): 4. Number and size (HP) of vacuum pumps: 5. Number and type of sewage pumps: 6. Constant or variable speed: 7. Design pump rate (gpm) and TDH (ft): 8. Type of standby power/pump provisions: 9. Type of alarm: 10. Additional information: Certification Seal, Signature, and Date Printed Name of Engineer or Land Surveyor David J. Stoeppelwerth Signature�G�%� Date Signed (month !day /year) June 1/6, 2021 ,STOEPp,� Ns y 19358 _ STATE OF Q �0�(' /NDIAi1P %NA11 „�`,````�� A factor of four (4) is prescribed by 327 IAC 3-6-11. However, an alternative peaking factor may be justified by other means (327 IAC 3-6-32) or as provided by Ten State Standards 11.243: Peaking Factor = (18 + SIP) / (4 + qP), where P = population in thousands. Provide pump and system curves and design calculations for TDH. If connecting to an existing force main, provide upstream lift station pump curves and describe how the proposed flow will affect the lift station performance during simultaneous operation. For small diameter low-pressure sanitary sewer systems, provide a spreadsheet that includes the maximum expected simultaneous operation of the proposed grinder pumps, maximum expected flow (gpm) and fluid velocity (ft(sec), static head and accumulated friction loss, and expected accumulated total dynamic head (TDH). The average detention time in the wet well (cycle time between pump on/off settings) should be between 5 and 30 minutes. The cycle time may be calculated from the following equation: cycle Time = (V / (D - Q)) + (V / Q), where D = discharge flow rate out of the wet well (design pump rate) in gpm, Q = inflow rate into wet well (average design flow) in gpm, and V = operating volume of wet well (between pump on/off settings) in gallons. Page 3 of 6 Park of State Form 53159 (R7 / 2-20) CAPACITY CERTIFICATION This form must be filled -out in its entirety with no alterations. Name of Applicant: Jackson's Grant Real Estate Company, LLC Name of Applicant Representative: Douglas B. Wagner Name of Project: Jackson's Grant Village, Section 1 (Name of individual) (title) CERTIFICATION , representing the (Name of municipality or utility) have the authority to act on behalf of the , in my capacity as (Name of municipality or utility) certify that I have reviewed and understand the requirements of 327 IAC 3 and that the sanitary collection system proposed, with the submission of this application, plans and specifications, meets all requirements of 327 IAC 3. 1 certify that the daily flow generated in the area that will be collected by the project system will not cause overflowing or bypassing in the collection system other than NPDES authorized discharge points and that there is sufficient capacity in the receiving water pollution treatment/control facility to treat the additional daily flow and remain in compliance with applicable NPDES permit effluent limitations. I certify that the proposed average flow will not result in hydraulic or organic overload. I certify that the proposed collection system does not include new combined sewers or a combined sewer extension to existing combined sewers. I certify that the ability for this collection system to comply with 327 IAC 3 is not contingent on water pollution/control facility construction that has not been completed and put into operation. I certify that the project meets all local rules or laws, regulations and ordinances. The information submitted is true, accurate, and complete, to the best of my knowledge and belief. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Average Design Flow (gallons per day) 5,890 Peak Design Flow (gallons per day) 23,560 Owner of Receiving Collection System TriCo Regional Sewer utility Name of Wastewater Treatment Plant TriCo Michigan Road WRRF Mailing Address of Certifying Representative (number and street, city, state, and ZIP code) E-mail Address of Certifying Representative I am certifying for the ❑ Collection System ❑ Treatment Facility Signature Date Signed (month/day/year) (Please refer to /C 13-30-10 for penalties of submission of false information.) Page 4 of 6 Part of State Form 53159 (R7 / 2-20) CERTIFICATION OF REGISTERED PROFESSIONAL ENGINEER OR LAND SURVEYOR This form must be filled -out in its entirety with no alterations. Name of Applicant: Jackson's Grant Real Estate Company, LLC Name of Applicant Representative: Douglas B. Wagner Name of Project: Jackson's Grant Village, Section 1 I, David J. Stoeppelwerth (Name of Individual) registered professional Engineer CERTIFICATION representing the project applicant, in my capacity as a (Engineer or Land Surveyor) 19358 (Indiana registration number) certify the following under penalty of law: The design of this project has been performed under my direction or supervision to assure conformance with 327 IAC 3 and the plans and specifications require the construction of said project to be performed in conformance with 327 IAC 3-6. The peak daily flow rates, in accordance with 327 IAC 3-6-11 generated from within the specific area that will be collected by the proposed collection system that is the subject of the application, plans, and specifications (when functioning as designed and properly installed), will not cause overflowing or bypassing in the same specific area serviced by the proposed collection system other than from NPDES authorized discharge points. The proposed collection system does not include new combined sewers (serving new areas) or a combined sewer extension to existing combined sewers. The sewer at the point of connection is physically in existence and operational. Based upon information provided by the owner of the Wastewater System, the ability for this collection system to comply with 327 IAC 3 is not contingent on downstream water pollution/control facility construction that has not been completed and put into operation. The design of the proposed project meets applicable local rules or laws, regulations and ordinances. The information submitted is true, accurate, and complete, to the best of my knowledge and belief. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Average Design Flow (gallons per day) 5,890 Peak Design Flow (gallons per day) 23,560 Owner of Receiving Collection System TriCo Regional Sewer Utility Name of Wastewater Treatment Plant TriCo Michigan Road WRRF Signature Date Signed (month/day/year) June 1 0, 2021 / (Please refer to IC 13-30-10 for penalties of submission of false information.) Page 5 of 6 Part of State Form 53159 (R7 / 2-20) IDENTIFICATION OF POTENTIALLY AFFECTED PERSONS Please list any and all persons whom you have reason to believe have a substantial or proprietary interest in this matter, or could otherwise be considered to be potentially affected under law. Failure to notify a person who is later determined to be potentially affected could result in voiding IDEM's decision on procedural grounds. To ensure conformance with Administrative Orders and Procedures Act (AOPA) and to avoid reversal of a decision, please list all such parties. The letter on the opposite side of this form will further explain the requirements under the AOPA. Attach additional names and addresses on a separate sheet of paper, as needed. Name Please see attached. Address (number and street) City State ZIP Code Name Address (number and street) City State ZIP Code Name Address (number and street) City State ZIP Code Name Address (number and street) city State ZIP Code Name Address (number and street) City State ZIP Code Name Address (number and street) City State ZIP Code CERTIFICATION I certify that to the best of my knowledge I have listed all potentially affected parties, as defined by IC 4-21.5-3-5. Proposed Facility Name City Jackson's Grant Village, Section 1 Carmel Printed Name of Person Signing County David J. Stoeppelwerth Hamilton Signatur�� !. �����e Date Signed (month /day /year) June 16,2021/ Page 6 of 6 LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 JOB NUMBER: 60160JGV-R TO: Carmel Clay Utilities 30 West Main Street (Entrance off East Side) 2nd Floor, Suite 220 Carmel, Indiana 46032 ATTENTION: John Duffy / Jason Stewart / Mike Hendricks RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Conner [ ] Otber: Deliver COPIES SHEET NO. DESCRIPTION 3 Sets Water Plans 3 Sets Sewer Plans i I NE AKl I KAIv JIVII I 1 Ell as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [ X ] For Review and Comment [ 1 If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc DATE: LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 June 16, 2021 TO: Spectrum 3030 Roosevelt Avenue Indianapolis, Indiana 46218 ATTENTION: Meri Seedorf / Steve Seedorf / Kyle Miller JOB NUMBER: 60160JGV-R RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail COPIES SHEET NO. DESCRIPTION 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] As Requested [ X ] For Review and Comment [ ] For Your Use [ ] 1 `1]DIur_y; , _ If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc I LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 1061h Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 JOB NUMBER: 60160JGV-R TO: AT & T — Engineering 240 North Meridian Street 2nd Floor, Room 280 Indianapolis, Indiana 46204 ATTENTION: Brian Wente RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] As Requested [ X ] For Review and Comment [ ] For Your Use [ ] REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn BKR/mlj S:\60160JGV-R\Blue Boo k\Agency_Correspond ence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 10611 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Duke Energy 100 South Mill Creek Road Noblesville, Indiana 46060 ATTENTION: Jessi Herrington RE: Jackson's Grant Villages, Section 1 JOB NUMBER: 60160JGV-R WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver THESE ARE TRANSMITTED as checked below: [ ] For Approval [ [ ] For Your Use [ REMARKS: Cc: Angie Conn j As Requested j [ X j For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 1061'' Street ��.Fishers Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 JOB NUMBER: 60160JGV-R TO: Indianapolis, Power & Light (AES) 1230 West Morris Street Indianapolis, Indiana 46221 ATTENTION: Dan Davenport / Rodney Johnson /Tom Wroblewski RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ ] For Approval ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [ 1 [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Rohinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL -' - ► STOEPPELWERTH & ASSOCIATES, INC. 7965 East 10611 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 JOB NUMBER: 60160JGV-R TO: Vectren Energy 16000 Allisonville Road Noblesville, Indiana 46060 ATTENTION: Chad R. Miller RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] other: ePlan COPIES SHEET DESCRIPTION NO. 1 Digital Files- ePlan THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc 4 :\ LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 10611 Street _> Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 JOB NUMBER: 60160JGV-R TO: Panhandle Eastern 9371 Zionsville Road Indianapolis, Indiana 46268 ATTENTION: Troy Yackle RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] As Requested [ X 1 For Review and Comment [ j For Your Use [ ] REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn BKR/mIj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doe LETTER OF TRANSMITTAL 1 _ ►► STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106"' Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 JOB NUMBER: 60160JGV-R TO: Carmel Post Office United States Postal Service 275 Medical Drive Carmel, Indiana 46032 ATTENTION: Post Master RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] As Requested [ X ] For Review and Comment [ ] For Your Use [ ] REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-I1-21.doc LETTER OF TRANSMITTAL C> STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 JOB NUMBER: 60160JGV-R TO: Carmel Clay Parks Department 1411 East 116th Street Carmel, Indiana 46032 ATTENTION: Michael Klitzing RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: ePlan COPIES SHEET DESCRIPTION NO. I Digital Files -ePlan THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] As Requested [ X I For Review and Comment [ ] For Your Use [ ] REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 10611 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Office of Fire Chief Two Civic Square Carmel, Indiana 46032 ATTENTION: Chris Ellison RE: Jackson's Grant Villages, Section 1 JOB NUMBER: 60160JGV-R WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: UPS THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [ X ] For Review and Comment [ ] If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOGS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106t" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 JOB NUMBER: 60160JGV-R TO: Hamilton County Highway Department 1700 South lOt' Street Noblesville, Indiana 46060 ATTENTION: David Lucas RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ [ ] For Your Use [ REMARKS: Cc: Angie Conn ] As Requested [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mij S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 10611 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Hamilton County Health Department 18030 Foundation Drive, Suite A Noblesville, Indiana 46060 ATTENTION: Jason Lemaster RE: Jackson's Grant Villages, Section 1 JOB NUMBER: 60160JGV-R WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doe LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106t' Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Carmel GIS Technician Three Civic Square, 3rd Floor Carmel, Indiana 46032 ATTENTION: Dave McCoy RE: Jackson's Grant Villages, Section I WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver THESE ARE TRANSMITTED as checked below: JOB NUMBER: 60160JGV-R [ ] For Approval [ ] As Requested [ X ] For Review and Comment [ ] For Your Use [ ] REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-I1-2Ldoc t� LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 10611 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Duke Energy of Indiana WF500 / 2727 Central Avenue Columbus, Indiana 47201 ATTENTION: Ryan Daugherty JOB NUMBER: 60160JGV-R RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: UPS COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: [ ] For Approval ( ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested I ] [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106th Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Carmel Street Department 3400 West 131st Street Westfield, Indiana 46074 ATTENTION: Terry Killen JOB NUMBER: 60160JGV-R RE: Jackson's Grant on William's Creek, Section 7 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: Deliver COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested I X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/ml j S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 10611 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Carmel Clay Schools 5185 East Main Street Carmel, Indiana 46032 ATTENTION: Ron Farrand RE: Jackson's Grant Villages, Section 1 JOB NUMBER: 60160JGV-R WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Comcast Cable 5330 East 65th Street Indianapolis, Indiana 46220 ATTENTION: Matt Stringer RE: Jackson's Grant Villages, Section 1 JOB NUMBER: 60160JGV-R WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail COPIES SHEET DESCRIPTION NO. I CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/ml j S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doe LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: MetroNet 12415 Old Meridian Street Carmel, Indiana 46032 ATTENTION: Marc Hill RE: Jackson's Grant Villages, Section 1 JOB NUMBER: 60160JGV-R WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [] [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 1061h Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Comcast Cable 5330 East 65th Street Indianapolis, Indiana 46220 ATTENTION: Earl Small Jr. RE: Jackson's Grant Villages, Section 1 JOB NUMBER: 60160JGV-R WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: UPS THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] As Requested [ X ] For Review and Comment [ ] For Your Use [ REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doe LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East106' Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Crossroad Engineers 3417 South Sherman Drive Beech Grove, Indiana 46107 ATTENTION: Willie Hall RE: Jackson's Grant Villages, Section 1 JOB NUMBER: 60160JGV-R WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: ePlan COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans -ePlan I Drainage Report-ePlan 1 O&M Manual-ePlan THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc ---, LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 JOB NUMBER: 60160JGV-R TO: Citizens Energy Group 2150 Dr. Martin Luther King Jr. Street Indianapolis, Indiana 46202 ATTENTION: Chris Kehl RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail THESE ARE TRANSMITTED as checked below: [ ] For Approval [ [ ] For Your Use [ REMARKS: Cc: Angie Conn ] As Requested ] [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doe LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 1061h Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 JOB NUMBER: 60160JGV-R TO: Citizens Energy Group 2150 Dr. Martin Luther King Jr. Street Indianapolis, Indiana 46202 ATTENTION: Chris Kehl RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail COPIES SHEET DESCRIPTION NO. I CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] As Requested [ X ] For Review and Comment [ ] For Your Use [ ] REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, ,:)_ 1 .ZL_�, Brian K. Robinson Cc: Angie Conn BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL i STOEPPELWERTH & ASSOCIATES, INC. !' 7965 East 1061" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 JOB NUMBER: 60160JGV-R TO: Carmel Information Systems Dept. 3, Civic Square Carmel, Indiana 46032 ATTENTION: Terry Krueskamp RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: ePlan COPIES SHEET DESCRIPTION NO. 1 Digital Files -ePlan THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] As Requested [ X ] For Review and Comment [ ] For Your Use [ ] REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you Brian K. Robinson Cc: Angie Conn BKR/mlj S:\60160JGV-R\Blue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Urban Forestry -DOGS 1 Civic Square, 1st Floor Carmel, Indiana 46032 ATTENTION: Daren Mindham RE: Jackson's Grant Villages, Section 1 JOB NUMBER: 60160JGV-R WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: ePlan THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\B1ue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 10611 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: June 16, 2021 TO: Alt. Transportation Systems 1 Civic Square, 3rd Floor Carmel, Indiana 46032 ATTENTION: David Littlejohn JOB NUMBER: 60160JGV-R RE: Jackson's Grant Villages, Section 1 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: ePlan THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: Cc: Angie Conn [ ] As Requested [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson BKR/mlj S:\60160JGV-R\B1ue Book\Agency_Correspondence\TRANS-DOCS & TAC Members2021- Conn 06-11-21.doe 4T�i'F ��a 5 RULE 5 - NOTICE OF INTENT (NOI) State Form 47487 (R6 / 2-15) Indiana Department of Environmental Management Office of Water Quality Approved by State Board of Accounts, 2005 Type of Submittal (Check Appropriate Box): ® Initial ❑ Amendment ❑ Renewal Permit Number: (Note: The initial submittal does not require a permit number, the Department will assign a number. A permit number is required when filing an amendment, applying for renewal, or correspondence related to this permit). Note: Submission of this Notice of Intent letter constitutes notice that the project site owner is applying for coverage under the National Pollutant Discharge Elimination System (NPDES) General Permit Rule for Storm Water Discharges Associated with Construction Activity. Permitted project site owners are required to comply with all terms and conditions of the General Permit Rule 3271AC 15-5 (Rule 5). NAME AND LOCATION OF -• Name of Project: County: Jackson's Grant Village, Section 1 Hamilton Brief Description of Project Location: Northwest corner of 116th Street and Spring Mill Road. Project Location: Describe location in Latitude and Longitude (Degrees, Minutes, and Seconds or Decimal representation) and by legal description (Section, Township, and Range, Civil Township) Latitude: Longitude: 390 57' 23" 860 10' 04" Quarter: SE Section: 34. Township: 18N Range: 9 3E Civil Township: Clay Does W1 all or ❑ part of this project lie within the jurisdictional boundaries of a Municipal Separate Storm Sewer System (MS4) as defined in 327 IAC 15-13? [JJ Yes ❑ No If yes, name the MS4(s): City of Carmel SITE OWNER OF PROJECT AND CONTACT INFORMATION OF PROJECT Name of Company (if Applicable): Jackson's Grant Real Estate Company, LLC Name of Project Site Owner: (An Individual) Title/Position: Douglas B. Wagner Senior Vice President Address: 13578 East 131 st Street, Suite 200 City: State: ZIP Code: Fishers Indiana 46037 Phone: FAX: E-Mail Address: (IfAvailable) 317-770-7011 dwagner@republicdev.com Ownership Status (check one): Governmental Agency: ❑ Federal ❑ State ❑ Local Non -Governmental: ❑ Public ❑ Private ❑ Other: (Explain) Contact Person: Name of Company: (If Applicable) Affiliation to Project Site Owner: Address: (if different from above) City: State: ZIP Code: Phone: FAX: E-Mail Address: (IfAvailable) PROJECT•- • Project Description: ® Residential -Single Family ❑ Residential -Multi -Family ❑ Commercial ❑ Industrial ❑ Other: (Explain) Name of Receiving Water: Williams Creek (Note: If applicable, name of municipal operator of storm sewer and the ultimate receiving water. If a retention pond is present on the property, the name of the nearest possible receiving water receiving discharge must be provided). Project Acreage Total Acreage: 11.869 Proposed Land Disturbance: (in acres) 11.8 Total Impervious Surface Area: (in square feet, estimated for completed project) 139,677.2 Project Duration Estimated Start Date: September 2021 Estimated End Date for all Land Disturbing Activity: September 2022 Iwn(1nueu un rceverse Owe) CONSTRUCTION By signing this Notice of Intent letter, I certify the following: A. The storm water quality measures included in the Construction Plan comply with the requirements of 327 IAC 15-5-6.5, 327 IAC 15-5-7, and 327 IAC 15- 5-7.5; B. the storm water pollution prevention plan complies with all applicable federal, state, and local storm water requirements; C. the measures required under 327 IAC 15-5-7 and 327 IAC 15-5-7.5 will be implemented in accordance with the storm water pollution prevention plan; D. if the projected land disturbance is One (1) acre or more, the applicable Soil and Water Conservation District or other entity designated by the Department, has been sent a copy of the Construction Plan for review; E. storm water quality measures beyond those specified in the storm water pollution prevention plan will be implemented during the life of the permit if necessary to comply with 327 IAC 15-5-7; and F. implementation of storm water quality measures will be inspected by trained individuals. In addition to this form, I have enclosed the following required information: ❑ Verification by the reviewing agency of acceptance of the Construction Plan. ❑ Proof of publication in a newspaper of general circulation in the affected area that notified the public that a construction activity is to commence, including all required elements contained in 327 IAC 15-5-5 (9). The Proof of Publication Must include company name and address, project name, address/location of the project, and the receiving stream to which storm water will be discharged. Following is a sample Proof of Publication: WERT Development Inc. (10 Willow Lane, Indianapolis, Indiana 46206) is submitting a Notice of Intent to the Indiana Department of Environmental Management of our intent to comply with the requirements of 327 /A C 15-5 to discharge storm water from construction activities associated with Water Garden Estates located at 24 Washout Lane, Indianapolis, Indiana 46206. Runoff from the project site will discharge to the White River. Questions or comments regarding this project should be directed to Walter Water ofXERT Development Inc." ❑ $100 check or money order payable to the Indiana Department of Environmental Management. A permit fee is required for all NOI submittals (initial and renewal). A fee is not required for amendments. SITE OWNER OF -•RESPONSIBILITY By signing this Notice of Intent letter, I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information or violating the provisions of 327 IAC 15-5, including the possibility of fine and imprisonment for knowing violations. Printed Name of Project Owner: Douglas B. Wagner 'Ll Signature of Project Owner: J• V Date (month, day, year): 06/16/2021 This Notice of Intent must be signed by an individual meeting the signatory requirements in 327 IAC 15-4-3(g). All NOI submittals must include an original signature (FAX and photo copies are not acceptable). Note: Within 48 hours of the initiation of construction activity, the project site owner must notify the appropriate plan review agency and IDEM, Office of Water Quality of the actual project start date if it varies from the date provided above. Note: A permit issued under 327 IAC 15-5 is granted by the commissioner for a period of five (5) years from the date coverage commences. Once the five (5) year permit term duration is reached, a general permit issued under this rule will be considered expired, and as necessary for construction activity continuation, a new Notice of Intent letter (Renewal) is required to be submitted ninety (90) days prior to the termination of coverage. The submittal must include the NOI Letter, Proof of Publication, Fee, and verification that the plan for the project was approved (original verification of plan approval is acceptable provided the scope of the project has not changed from the original submittal). Mail this form to: Indiana Department of Environmental Management Storm Water Program, IGCN, Room 1255 100 North Senate Avenue Indianapolis., IN 46204-2251 327 IAC 15-5-6 (a) also requires a copy of the completed Notice of Intent letter be submitted to the local Soil and Water Conservation District or other entity designated by the Department, where the land disturbing activity is to occur. Questions regarding the development or implementation of the Construction Plan/Storm Water Pollution Prevention Plan should be directed to the local county Soil and Water Conservation District (SWCD). If you are unable to reach the SWCD or have other questions please direct those inquiries to the IDEM Storm Water Permit Coordinator at 317/233-1864 or 800/451-6027 ext.3-1864. For information and forms visit htto://www.in.gov/idem/4896.htm . Specifications and Guidelines for Plan Design PLAN CERTIFICATION Department of Engineering City of Carmel Mike McBride, City Engineer Project Name: Jackson's Grant Village, Section 1 Site Address: Northwest Corner of 116th Street and Spring Mill Road Applicant. DougWagner - Jackson's Grant Real Fstate Company, T T C Telephone: 317-770-7011 Cover Sheet YES NO N/A Project name or title, site location map, soils map, and index. Engineering frm's name, address, phone, fax, and e-mail address. Project Manager, Architect, and Surveyor. Developer's name, address, phone, fax, and e-mail address. Legal description of site, zone district, setback distances, list units and number of bedrooms per unit. Calculated building coverage ratio. Professional Engineer's or Registered Land Surveyor's stamp. ✓ Design speed included on cover sheet. Plat Design YES NO NIA Engineering drawings are drawn at a scale of no less than 1" = 50'. Right-of-way lines and dimensions noted. Street widths and building pad elevations noted. Internal easement conflicts with the plat are eliminated. Common areas do not exist within the right-of-way. ✓ Markings placed indicating monuments at the external corners of the subdivision. r Tree preservation easements are not lying within other easements. No overlapping of external/crossing easements. Private streets are labeled. North arrow, scale, topographic information, lot numbers, lot dimensions, and street and road names are all included. Location of existing utilities with top of curb and invert elevations, pipe sizes, and direction noted. Subsurface drains shown on development plan. Location of existing easements and proposed easements shown. All sanitary and storm structures numbered. City of Carmel Department of Engineering Specifications and Guidelines for Plan Design There is no cul-de-sac greater than 600 feet in length. The diameter of the cul-de-sac terminal end pavement is a minimum of 76 feet. The radius of each cul-de sac terminal end right -of way is a minimum of 50 feet. - Intersections of interior streets are a minimum of 150 feet apart. Sanitary and storm sewer frames and castings are not present in the pavement, curbs, or sidewalks. This does not pertain storm sewer curb inlets. ✓ All sanitary and storm sewer runs cross streets perpendicularly. Subsurface drains are included on both sides of all streets.____'_i Streets are not too wide for subsurface drains to be effective. Proposed curb cuts are at existing locations, or approval for new or modified curb has been requested of the Board of Public Works and Safety. Street cuts have been delineated on the plan for saw cut, removal, and replacement. -_ Curb is indicated for all interior parking areas. All lots adjacent to side yard easements are wide enough to accommodate the anticipated house and any driveways planned such that there is no encroachment into the easements. Registered Land Surveyor's stamp is on secondary plat. Legal description, north arrow, and scale are on secondary plat. Lot dimensions, easements, and the point of beginning are on secondary plat. ✓ Location of drainage detention 1 retention is shown. ✓ Size and location of all existing and proposed fire hydrants within the development or within 300 feet of the proposed development are shown. The locations of all electrical power vaults, transformers, power lines, gas lines, television cable, and telephone lines are shown. ✓ Construction limits are clearly marked on all plans. / Entrance Alignment YES NO NIA There is a minimum separation of 500 feet between entrances and existing or proposed intersections, Entrance is a maximum of 46 feet wide. Median, if applicable, in entrance is a maximum of 10 feet wide and travel lane on each side of median is a maximum of 18 feet wide. A separate Entrance Plan is included. / Mainline Right-of-way YES NO NJA Any additional right-of-way required by the Department of Community Services has been provided. The rights -of -way of all interior and exterior streets have been shown. City of Carmel Department of Engineering Specifications and Guidelines for Plan Design Right-of-way width required by 20-Year Thoroughfare Plan has been provided. If the development is at a perimeter road intersection, additional 120-foot radius right-of-way has been provided for roundabout. Internal Street Profiles YES NO N/A Street grades do not exceed maximums set forth in the City Subdivision Ordinance (6.03.17) Arterial streets do not exceed 6%, feeder or residential streets do not exceed 8%, and cul-de-sacs do not exceed 3%. Vertical curves and complete vertical curve data are provided. Complete elevations are shown on Plan -Profile Sheets. / v Subsurface drains at street crossings are shown on all profiles. City of Carmel standard minimum cover requirements are on each Plan -Profile Sheet. There are no general notes related to backfill on Internal Street Plan -Profile Sheets. This information is included on Details and Utility Profiles. Water main, sanitary sewer, and storm sewer crossings are included on all profiles Entrance Plan YES NO N/A Auxiliary lanes (acceleration and deceleration) are provided. Dimensions of auxiliary lanes are correct based upon City standards and functional classification of road. Passing blister provided in design. Dimensions of passing blister are correct based upon City standards and functional classification of road. Widening to the 15-foot travel lane policy has been provided. Road cross-section shows the correct widening distance. 1 inch milling and 1.5 inch resurfacing of entire mainline across frontage or to limits of auxiliary lanes are provided for in the plans. ✓ 10-foot asphalt path is provided and follows the guidelines of being one foot inside the right-of-way line and parallel to the road. Saw cut existing pavement edge for auxiliary lanes and widening is noted. Detention volume for the fully developed Thoroughfare Plan right-of-way for the perimeter road frontage is provided. Adequately sized pipes to carry water from the road to the proposed ponds are provided. All pavement markings (center lines, edge lines, and lane lines) are shown. There is a separate pavement marking plan and there is a note on the plans stating that all pavement markings are to be thermoplastic. / v New pavement construction and widening are shown with hatching. For any paving or widening on perimeter roads, the pavement section is the following; 1.5 inches HMA #11 surface on 2 inches HMA #8 binder on 3 inches HMA #5D base on 7 inches #53 stone on 4 inches #2 stone This cross-section is shown on the plans. City standard curbs, sidewalks, and pavements are delineated on right-of-way installations. V/ City of Carmel Department of Engineering Specifications and Guidelines for Plan Design All existing main road improvements (curbs, sidewalks, pavements, etc.) are indicated on the plans. / V Saw cut and removal of mainline pavement for new entrance are shown. Depressed curb is shown for new proposed entrances with existing chair back curb. Depressed curb for existing drives is shown where new curb is Installed in right-of-way In cases without curbs, a 3-foot #73 stone shoulder is provided along the auxiliary lanes and along any pavement widening. The stone is a minimum depth of 6 inches. Subsurface drains are shown under the 3-foot wide #73 stone shoulder. V Each curb return radius at each entrance is 40 feet. Maintenance of Traffic Plan YES NO N/A Maintenance of Traffic Plan is provided. Traffic Control Plan YES NO N/A The following note is on the traffic control plan: "ALL SIGNS ARE INSTALLED BY THE CITY AND REQUIRE AN ORDINANCE." Details YES NO N/fit The local street pavement section is the following: 1.5 inches HMA #11 surface on 2 inches HMA #8 binder on 3 inches HMA 95D base on 7 inches 453 stone. This cross-section is shown on the plans. The following note is on the plans in the vicinity of the local street pavement section: "ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON." The asphalt path section is the following: 1 inch HMA #11 surface on 2 inches #8 binder on 5 inches #53 stone. This cross-section is shown on the plans. Typical Cross Section (including the subsurface drain, the asphalt path shown 1 foot inside the right -of way line, etc.) is included in the plans. City of Carmel standard chair back curb detail is provided. City of Carmel standard roll curb detail is provided. City of Carmel standard sidewalk detail is provided. / City of Carmel standard subsurface drain detail is provided. All subsurface drain is double wall Hancor Hi-Q or equivalent. The following City of Carmel standard sidewalk notes are provided: The standard width of the sidewalk is 5 feet. The spacing of transverse control joints is to be no greater that 1.25 times the width (6.25 feet). The minimum thickness of the sidewalk is 4 inches. Joints are tooled or sawed joints one-fourth the thickness of the sidewalk. Sidewalk built with driveways shall have a minimum thickness of 6 inches or thickness of driveway, whichever is greater. The standard City of Carmel backfill requirements are incorporated into the Sanitary Trench Detail. The standard City of Carmel backfill requirements are incorporated into the Reinforced Concrete Pipe Trench Detail. The standard City of Carmel backfill requirements are incorporated into the Water Main Trench Detail. / City of Carmel Department of Engineering Specifications and Guidelines for Plan Design City of Carmel standard Street Cut Patch Detail is included for street cuts. Depressed Curb Detail is provided. Maximum spacing of concrete curb control joints is 10 feet on tangents and 5 feet on radii. Maximum spacing of concrete curb expansion joints is 50 feet. General YES NO N/A Drainage report and calculations have been submitted. Plan and profile drawings for the storm sewer system are included in the plans. A grading and drainage plan are included in the plans. Erasion control plan is included in the plans. Plans are provided on 24" by 36"sheets. Traffic study to be conducted if in congested area or if high traffic volume is expected from site. Details Of Traffic Study Projected number of motor vehicle trips to enter and leave the site estimated for daily peak hour traffic levels. ✓ The projected traffic flow pattern including vehicular movements at all major intersections likely to be affected by the proposed use of the site. The impact of this traffic upon existing abutting public and private ways in relation to existing road capacities. Existing and proposed daily and peak hour traffic levels, as well as road capacity levels also shall be given. City of Carmel Department of Engineering Specifications and Guidelines for Plan Design By affixing my seal below, I, the applicant and duly appointed representative of the owner, hereafter referred to as the petitioner, indicate that all the above requirements listed on the preceding six pages have been met, or, in the case of a non -applicable response or in the case of answering "no" to any of the above statements, have attached a letter and proper documentation stating the reason for not complying with the above said requirements. Submitting plans along with this stamped and signed document obligates me, the petitioner, to agree to the following requests by the Department of Engineering hereafter referred to as the reviewer. The petitioner will notify the reviewer in the event of any changes to the submitted plans and is required to submit revised drawings for approval that highlight those changes from the petitioner's previously submitted plans. The reviewer reserves the right to request that changes be made to the plans at any point in the petitioner's design process. In the event that any of the requirements are not found fulfilled by the petitioner as guaranteed by this agreement, the reviewer reserves the right to return the plans and delay reviewing and approval until all requirements are met, or are eliminated by the reviewer depending on their applicability to the project. The reviewer also stipulates that the petitioner wait to submit revised drawings and responses to the reviewer's comments until they have included revisions based on comments from Crossroad Engineers' review of the drainage report and calculations. It is also understood with the submittal, that upon approval by the reviewer, the Board of Public Works and Safety and the other approval entities that exist will not in turn automatically approve the petitioner's plans. Ns" STOEPp, %STEF. No. 19358 �' STATE OF NDIAN� .•' . �i.._ NAL June 16, 2021 Date City of Cannel Departm nt of Engineering `.-4 Of CA 4',Agf ( - City of Carmel OIANp STORMWATER MANAGEMENT PERMIT APPLICATION ✓V Permit #: Submission of this application constitutes notice that the project site owner is applying for coverage under the Carmel City Code §6-180 through §6-209 for stormwater discharges associated with construction activity disturbing 1/ acre or more of land. Permitted project site owners are required to comply with all terms and conditions of the Carmel City Code. Project Name. Jackson's Grant Village, Section 1 Project Location: Northwest corner 116th Street and Spring Mill Road. Quarter: SE Section: 34 Township: 18N Range: 3 E Project Site Owner Name: Title/Position: Douglas B. Wagner Senior Vice President Company: Jackson's Grant Real Estate Company, LLC Address:13578 East 131 st Street, Suite 200 City: Fishers state: Indiana Zip: 46037 Phone: 317-770-7011 Fan: E-mail Address: dwagner@ republicdev. com SWPPP Contact Person: DOU las B. Wagner Company Name - Douglas 9 Jackson's Grant Real Estate, Co., LLC Affiliation to Project Site Owner: Same Address (If different from above): City: State: Zip: Phone: Fax: E-mail Address: Estimated Project Duration: September 2021 thru September 2026 By signing this application, I certify the following: A. The storm water quality measures included in the Storm Water Pollution Prevention Plan (SWPPP) comply with the requirements of §6-180 through §6-209 of the Carmel City Code, the City of Carmel Stormwater Technical Standards Manual, and all applicable federal, state, and local stormwater requirements; B. The measures required by the Stormwater Pollution Prevention Plan (SWPPP) shall be implemented; C. Stormwater quality measures beyond those specified in the Stormwater Pollution Prevention Plan (SWPPP) will be implemented during the life of the permit if necessary to comply with the Carmel City Code; and D. Implementation of stormwater quality measures will be inspected by trained individuals; E. Pursuant to Carmel City Code § 6-205, the City reserves the right to inspect and/or implement the stormwater quality measures outlined in the Stormwater Pollution Prevention Plan (SWPPP) or provide maintenance thereto, at my expense, if not performed. V, Douglas B. Wagner June 16, 2021 ignature ` Project Owner 611 Printed Name Date Permit Approved: Engineering Department Date Approval of this application constitutes acceptance of the Storm Water Pollution Prevention Plan (SWPPP) by the City of Carmel. �A4� NOTICE OF INTENT TO CONSTRUCT A WATER MAIN EXTENSION s State Form 49008 (133 / 4-15) I / Approved by State Board of Accounts, 2015 1. Title of proposed project Jackson's Grant Village 2. county of proposed project 3. location of proposed project (including nearest public intersection and nearest quarter Section, ] ownship, Raagmllton Northwest corner of 116th Street and Spring Mill Road. A part of the Southeast Quarter of Section 34, Township North, Range 3 East. 18 4. Name, title, e-mail address and firm of responsible person (as defined in 3271AC 8-3.5-6) 5. Telephone number of responsible person Douglas B. Wagner, Senior Vice President, dwagner@republicdev.com, Jackson's (317) 1 Grant Real Estate Co., LLC 770-701 6. Address of responsible person (number and street, city, state, and ZIP code) 13578 East 131 st Street Suite 220 Fishers, Indiana 46037 7. Name of Public Water System (PWS) Citizens Water 8. PWS identification number 9. Address of PWS (number and 5249004 street, city, state, and ZiP code) 2150 Dr. Martin Luther King Jr. Street, Indianapolis, IN 46202 10. Telephone number of PWS { 317) 924-3341 11. Name and firm of professional engineer 12. Telephone number of professional engineer David J. Stoeppelwerth - Stoeppelwerth & Associates, Inc. ( ) _ 5935 13. Address (number and street, city, state, and ZIP code) and e-mail address of professional engineer 7965 East 106th Street, Fishers, Indiana 46038 14. Name and e-mail address of developer (If applicable) Dou las B. Wagner, dwa ner@re ublicdev.com (3 Telephone770- tuber of developer 17) 70-7011 16. Address of developer (number and street, city, state, and ZIP code) 13578 East 131 st Street, Suite 220, Fishers, Indiana 46037 17, Timing of construction (check one of the following): The proposed construction of the water main will begin on09/2021 09/2022 and be completed on (Cannot begin construction less than thirty (30) days after /DEM receives a complete and sufficient NOL) ❑ The proposed construction schedule will be submitted separate from this NOI at least ten (10) working days before the commencement of the construction and will include a copy of the information on the first page of this NOI. (Cannot begin construction less than thirty (30) days after IDEM com lete and sufficient NOI. receives a I & Fee Schedule: The complete NOI form may be submitted by e-mail (dwnoi a7idemJn.gov) or bycertified mail to the ❑ No fee, exempted under 327 IAC 8-3-7(a). address belches ONo fee for water main extensions under 2.500 linear feet. Indiana Department of Environmental Management ❑ $150 for water main extensions from 2,501 to 5,000 linear feet. Drinking Water Permits Section (IGCN Rm 1201) 100 North Senate Avenue ❑ $250 for water main extensions from 5001 to 10.000 linear feet. Indianapolis, IN 46204 C3 $500 for water main extensions greater than 10,000 linear feet. if a fee is wire See instructions for'pay mentoptions. 19. Certifications: Responsible Person: "I certify that I have reviewed and understand the applicability and eligibility requirements of this rule and that the water main proposed with the submission of this NOi meets the applicability and eligibility requirements of this I rule. also certify that the design and construction of this project will be performed under my direction or supervision to assure conformance with 327 IAC 8-3.5 and will meet all local rules or laws, regulations and ordinances. The information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Signature of responsible person Douglas B. Wagner _:v Date signed (month, day, year) June 16, 2021 a Professional Engineer: " l certify under the penalty of law that the design of this project will be performed under my direction or supervision to assure conformance with 327 IAC 8- 3.5 and that the plans and specification will require the construction of said project to be in performed conformance with this rule. The design of the proposed project will meet all local rules or law, regulations and ordinances. The information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant for penalties submitting false information, including the possibility of fine and imprisonment." Signature of professional engineer David J. Stoeppelwerth Date signed (monttr, day, year) June 16, 2021 Page 4 of 5 Developer: "I certify under the penalty of law that the construction of this project will be performed under my direction or Supervision to assure conformance with 327 IAC 8-3.5. The construction of proposed project will meet all local rules or laws, regulations and knowledge ordinances. The information submitted is, to the best of my and belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information, fine and imprisonment." including the possibility of Signature of developer n Douglas B. Wagner �J< �► Date signed (month, day, year) d s r June 16, 2021 PWS Representative: i certify under the penalty of law that I have agreed to furnish water to the area in which the water main is proposed. I acknowledge the public water system's responsibility for examining the plans and specifications to determine that the proposed water main meet local rules or laws and ordinances_ I also acknowledge the public water system's responsibilities as outlined in 327 IAC 8-3.5-12. 1 am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment." Signature of PW8 representative Date signed (month, day, year) Project Design Criteria: Alternative Technical Standards (327 IAC 8-3.2.20) 20. Are any "Alternative Technical Standards" proposed to be used in this project? © Yes, l have attached copies of the approval with the NOI. No Public Water System Capacity Status 21. The PWS's Daily Production Firm Capacity: A. 256.8 MGD B. 178,322 GPM 22. The PWS's five (5) highest demand days in the previous two (2) years only: Demand (MGD) Date (month, day, year) 1• 180.92 June 19, 2020 2• 178.17 July 15, 2019 3. 177.37 June 17, 2020 4, 176.50 August 7, 2019 5. 176.35 July 17, 2020 23. Average of five (5) Peak Daily Demand (POD) listed above: C 177.$6 MGD 24, Ratio of POD to PWS Daily Production Capacity = (Item D = Item C / Item A x 100) D. 69.26 % 25. Anticipated Customer Demand of Proposed Water Main Residential Customers: E. Number of homes 19 F. Average Daily Demand times Peaking Factor (at least 0.87 G. TotalAverage Daily Demand times Peaking Factor (G = E x F) gpm/home) 0.87 16.53 gpm Other (Commercial and lndustrial)l Customers: Description (including size of domestic meter): Average Daily Demand (the Safe Maximum Operating Capacity" of domestic meter) 9Pm gpm Sub Total: H. gpm Total Customer Demand of Proposed Water Main (gpm) = (Item G + item H) 1. 16.53 gpm Ratio of total Customer Demand of Proposed Water Main (gpm) to the PWS Daily Production Firm Capacity (gpm) (item J = Item I/ Item B x 100) J. 0 0700 % 26. Cross Connection Hazard Prevention A. Are any of the new customers included in Section 25 designated as cross connection hazards (see instructions)? ❑ Yes VNo Cj NIA B, Will an air gap be constructed or a reduced pressure principal backfiow preventer be installed on the customer's service line? ❑ Yes o ❑ NIA Page 5 of 5 STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106th Street Fishers, In 46038 PHONE: 317-849-5935 FAX: 317-849-5942 email transmittal To: Amanda Dolph Indianapolis Star Dept. Public Notice Dept From: Betsy Bredlau - Account No. 2342 Date: June 16, 2021 Re: Jackson's Grant Village, Section 1 Pages: Job No: 60160JVG-R Email X Urgent ❑ For Review ❑ Please Comment Notes: 1 Publicnotices@indystar.com ❑ Please Reply ❑ Please Recycle Please publish the following notice and bill Stoeppelwerth & Associates, Inc., 7965 East 106" Street, Fishers, Indiana 46038. Please also confirmation receipt of this notice and the date of publication: PUBLIC NOTICE Jackson's Grant Real Estate Co., LLC 13578 East 131It Street, Suite 200, Fishers, Indiana 46037 is submitting a Notice of Intent to the Indiana Department of Environmental Management of our intent to comply with the requirements of 327 IAC 15-5 to discharge storm water from construction activities associated with Jackson's Grant Village, Section 1 located on the Northwest corner of 116th Street and Spring Mill Road. Runoff from the project site will discharge to the Williams Creek. Questions or comments regarding this project should be directed to Douglas B. Wagner with Jackson's Grant Real Estate Co., LLC.