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Home My WebLink AboutCorrespondenceAugust 30, 2005 City of Carmel ~"~'~'~-;~,~:~. Attn: Scott Brewer ~:,, 1 Civic Square Carmel, IN 46032 inst6llci'iion Crdding sod/seedin(2 hydroseedin¢ RE' Lakes at Towne Road - Tree Preservation Section 1 Mr. Brewer, perennial gardens First, I would like to extend my appreciation for the time you and Mr. Griffin took out of your busy schedules to meet with Brian Robinson and myself. We appreciate you working with us to help us resolve this unfortunate incident. I have included in this package; the original Tree Preservation Plan and an updated Plan for Section 1. As for Section 2, I will be submitting the updated Plan for Section 2 upon completion by Brian Robinson who is reworking the proposed mounding to save the maximum amount of existing trees along Towne Road. Per our conversation, the damage for Section 1 has already been done but we have added a block of trees for preservation on the SW comer of the property just to the south of Lake 3. Stoeppelwerth performed a survey on this area over the weekend and we have added 422 caliper inches of Preserved Trees to our Preservation Plan. The total caliper inches removed from Section 1 totaled 272". Once again, I apologize for this incident and hope that we can be in contact with one another very soon as to your overall feeling on this plan and we can move forward from here to ensure that this problem never arises again. Please feel free to contact me with any questions or concerns 317.896.5697. Thank you, Michael Broge Landscape Designer Hittle Landscape CC: Matt Griffin Brian Robinson Encl' Lakes at Towne Rd. - Sect. 1 3 ] 7-89 6-58~37 ~7775 Sun P~rk D~'ive West'field, ~N 4~074. Fo:.;;. 3~ 7-89¢-24.7~ February 18, 2005 JAMES BRAINARD, MAYOR EL Mr. Dennis D. Olmstead Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: The'Lakes at Towne'Road primary plat-Project Review #2 Dear Mr. Olmstead: The City has received your comment letter and revised Primary Plat dated February 4, 2005 based upon the City review of July 20, 2004. The comments from the City review have been satisfactorily addressed: COMMENTS - PRIMARY PLAT Thank you for making the revisions. Please understand that the typical cross section still does not represent the subsurface drain at a location that conforms to the City standard. The Department does not approve the cross section represented on the primary plat and will review the construction drawings to assure that the subsurface drains are in conformance to the Department's standards. You do not need to submit anything further to this office related to the primary plat. If you have questions, please call me at 571-2441. .. Assistant Ci~ En. gineer - II Departmen~of E/igineering ~/ CC: Jon Dobosiewicz, Department of Community Services John Duffy,' Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office John South, Hamilton County Soil & Water Greg Ilko, Crossroad Engineers Ryan Thomas, Oakfield Development II, LLC Project File Copy Engineering Department Review S :\DHILL~PROJREV04WH ELAKESATTOWNERDPRIMARY#2 DEP3_RTMENT OF ENGINEERING · ONE CrvIC SQuare!, CA~EL, IN 46032 OFFICE 317.571.2441 E~'mL engineering@ci.carmel.in.us F3.x 317.571.2439 JAMES BPOdNARD, MAYOR January 25, 2005 Mr. Brian K. Robinson Stoeppelwerth 8,: Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: The Lakes at Towne Road, Section 1-Project Review #2 Dear Mr. Robinson: The City has received your comment letter and drawings dated December 22, 2004 based upon the City review of November 18, 2004. The comments from the City review have been satisfactorily addressed with the folloxving exceptions: COMMENTS - SECONDARY PLAT 14. Comment on previous review: "We have not received responses to our Primary Plat review conunents of July 20, 2004." We need to be assured that our primary plat contrnents have been incorporated into the drawings, or if not, reasoning why. We will not approve the drawings until this letter is received. 15. Conunent on previous reviexv: "Please show the Tree Preservation Easement on the Plat. The 15-foot Drainage Easement across Lots 1-8 measures 30-feet on the plat and the Development Plan." On the Development Plan, the drainage easement measures 30 feet, but is still labeled 15 feet. COMMENTS-CONSTRUCTION PLANS 17. Sheet C200-C201 - Site Development Plan Comment on previous review: "Hoxv much right-of-way area was accommodated in the drainage design? Is it possible to accommodate future connections from road projects?" Thank you for acconm~odating the west half of the right-of-way. Is this runoff being detained? · Comment on previous review: "Please indicate the flood route from the proposed pond." Thank you for indicating flood'route. Is the area on the opposite side of Towne Road able to receive this runoff2. Conunent on previous review: "Please label the swale slopes. S~vales shall be 1% minimum slope." A backyard sxvale for lots 10- 22 isn't labeled. 18. Sheet C402-C403 - Entrance Detail · Comrnent on previous reviexv: "Please show the limits of the Towne Road right-of- ~vay pavement section and the milling and resurfacing with two types of hatching and a legend. The Toxvne Road right-of-way pavement section xvould be installed for all xvidening, auxiliary lanes and at the entrance to the right-of-xvay limit." Thank you for adding these items. Is the "existing and proposed pavement combined" hatch correct? · Cormnent on previous review: "Please revise the Towne Road right-of-way pavement section to be: 1.5" H.A.C. #11 Surface over 2" H.A.C. #8 Binder over 3" DEPARTMENT OF ENGINEERING ONE ClxqC SQUARE, CAP,3IF. L, IN 46032 O~:F~C~r 317.571.2441 EM.~Xn. enginecring~i)'ci.carmel.in, us F~x 317.571.2439 H.A.C. #5D Base over 7" #53 Compacted Stone over 4" #2 Stone." Please indicate "H.A.C. #8 binder" and "5D base" instead of"50 base." 19. Sheet C405 - Maintenance of Traffic Plan · Comment on previous review: "Please show the barrels adjacent to the existing pavement edge on the Maintenance of Traffic Plan. Please show a specific plan for the resurfacing operations also." Thank you for revising the plans. As it relates to a plan for resurfacing operations, I would suggest referring to the IMUTCD, INDOT standard specifications and dra~vings, and the Work Zone Traffic Control Manual to develop this plan. 21. Sheet C407- Striping Plan · The line between the southbound through lane and the northbound left turn lane is shown as a 4" white line. This should be double yellow. · Please remove the arrows and "only's" from the entrance. · Upon further review of the presented mainline configuration, please make the transitions from the shifted Towne Road through lanes back to the existing alignment south of the entrance to IMUTCD standards. The taper length is too short for the design speed. · Please remove straight arrows from Towne Road through lanes. · Please provide "only" messages with each Towne Road auxiliary turn lane. · Please replace the cross-hatching north and south of the entrance with double, double yellow lines. 24. Sheet C800-C804 - Construction Details · Comment on previous review: "Backfill Detail. Please add note that final backfill for all trenches under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of INDOT and shall be compacted in 6- inch maximum lifts. Please cross check this note with any notes on other sheets in the set. If Clay Township Regional Waste District or IWC backfill requirements are more restrictive, use those requirements for the sanitary sewer and the water main pavement crossings." Thank you for making these edits. Since we reviewed these plans last, we have again changed our standards relating to backfill. Please edit all notes, details, and specifications as appropriate on all sheets to conform xvith the requirements of the attached specification. · Comment on previous review: "Please replace the Underdrain Detail with the City Standard Detail." This still needs to be changed. · Comment on previous review: "Please revise the local street pavement section to be: 1" H.A.C. #11 Surface over 5" H.A.C. #5D Base over 7" #53 Compacted Stone." Need a correction from "50 Base" to "5D Base." These comments represent the Department of Engineering's second reviexv of this project. The Department of Engineering reserves the right to provide additional comments related to subsequent submittals. If you have questions, please call me at 571-2441. n, Jr~..P~ -~~ gineerDepartmepff of Engineering cc: Jon Dobosiewicz, Department of Community Services John Duffy, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office John South, Hamilton County Soil & Water Ryan Thomas, Oakfield Development Project File Copy Engineering Department Review \'~pPs2\user data\eng~sharedXd2)HilI~ROJREV04XTHELAKESATTOWNERDSEC 1 .doc Page 1 of 1 Griffin, Matt L From: Griffin, Matt L Sent: Wednesday, January 05, 2005 3:07 PM To: 'dolmstead@stoeppelwerth.com' Subject: Lakes at Towne Road - Secondary Plat (04110005 SP) Mr. OImstead, We received the revised plat and things look close to being completed. The following issues remain unresolved' 1. The source of title must be listed on the plat (you have indicated that you are aware of such). 2. We require a copy of the restrictions and covenants. :3. Please remove the signature block for the Hamilton County Commissioners and replace with the City of Carmel Board of Public Works signature block. This project is within the City of Carmel corporate bounds. After the above issues are addressed this plat will be ready for signatures. Please note: Two paper copies of the plat must be filed with the Mylar prior to recording. After recording, we require three paper copies, a digital copy (forwarded to Theresa Krueskamp) and a Mylar of the recorded plat. Matthew Griffin, AICP Planning Administrator Department of Community Services City of Carmel One Civic Square Carmel, IN 46032 p 317.571.2417 f 317.571.2426 1/5/2005 CONSULTING ENGINEERS · LAND SURVEYORS David J. Stoeppelwerth, P.E., P.L.S. President, C.E.O. City of Carmel One Civic Square Cannel, Indiana 46032 Attention: Matthew Griffin, AICP Dear Mr. Griffin: Curtis C. Huff, P.L.S. Vice-President, C.O.O. December 21, 2004 Re: The Lakes at Towne Road, Section One #04110005 SP I am sending you a revised set of Construction Plans, and Final Plat for the above referenced project in response to the comment letter we received from your office dated November 16, 2004. Please find below an item by item explanation of the revisions that we have made. q'f'. We have added a revision block to the plat per your request. 3.I forwarding to you source ownership a separate will be of title of under submittal. We have added the Docket number to the Final Plat. .' We have added the Preliminary Docket number to the Final Plat. 5.' '/X/qe have added curve data to Squaw Pass. W ,We have added rear and side building setbacks on the Final Plat. .~We have added "RD&UE" to the legend. (.~ We have added the certificate of approval by Commission on the opening page per your _10request' · The developer for this project will be forwarding to you the restrictions and covenants. . Please see the enclosed Landscape Plans. Please feel free to call me and discuss any questions or concerns you may have. You may contact me at (317) 577-3400, ext. 16. Respectfully submitted, STOEPPELWERTH & ASSOCIATES, INC. Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps S:\4g700SI~Blue BooldAgency Correspondence\CityOfCarmelMGriffinl2-21-04.DOC ~a~llisonville Road- Fishers, Indiana 46038-2005 · (317) 849-5935 · 1-800-728-6917 · FAX: (317) 849-5942 Construction/Stormwater Pollution Prevention Plan Technical Review and Comment (Form 1) ect Name: The Lakes at Towne Road Sec 1 County: ~Plan Submittal Date: 12/01/04 Hydrologic Unit Code: Project Location Description: SW corner of 136th and Towne Rd Latitude and Longitude:Lit- 86-12'-13" Long- 39-59'-06" Civil Township: Clay Quarter: NE 1/4 Section: 29 project oWner' Name: Oakfield DeVelopment LLC Contact: Ryan Thomas Address: 1202 E. 38th Street City: Indianapolis State: IN Phone: 317-920-1616 FAX: 317-920-1623 E-Mail: Plan Preparer Name: Brian Robinson Affiliation: Stoeppelwerth and Associates Address: 9940 Allisonville Road City: Fishers State: IN Phone: 317-849-5935 FAX: 317-849-5942 E-Mail: Hamilton 5120201090060 Township: 18N Range: 3E Zip: 46205 Zip: 46038 Date: 12/07/04 ]Review IPrincipal Plan Reviewer: John B. South P.E. CPESC ]Agency: Hamilton County Soil and Water Conservation District IAddress: 1108 South 9th Street Icity: Noblesville State: IN Zip: 46060 IPhone: 317-773-2181 FAX: 317-776-1101 E-Mail: john-south~iaswcd.org IAssisted By: PLAN IS ADEQUATE: A comprehensive plan review has been completed and it has been determined that the plan satisfies the minimum requirements and intent of 327 IAC 15-5. [~ Please refer to additional information included on the following page(s). [~] Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmenta! Management. Construction activities may begin 48 hours following the submittal of the NOI. A copy of the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). A preliminary plan review has been completed; a comprehensive review will not be completed within the 28-day review period. The reviewing authority reserves the right to perform a comprehensive review at a later date and revisions to the plan may be required at that time to address deficiencies. [~] Please refer to additional information included on the following page(s). [~ Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NOI. A copy of the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). plAN IS DEFICIENT: Significant deficiencies were identified during the plan review. [-] Please refer to additional information included on the following page(s). [--] DO NOT file a Notice of Intent for this project. [~] DO NOT commence land disturbing activities until all deficiencies are adequately addressed, the plan re- submitted, and notification has been received that the minimum requirements have been satisfied. Plan Revisions [---] Deficient Items should be mailed or delivered to the Principal Plan Reviewer identified in the Plan Review Section above. DNR, Division of Soil Conservation Page 1 of 1 Revised 12/09/03, Form ! November 18, 2004 J.kMES BR.~IN.4Y, D, b~a~YOR Mr. Brian K. Robinson Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE' The Lakes at Towne Road, Section 1-Project Review #1 Dear Mr. Robinson: We have reviewed the construction plans and secondary plat submitted for this project for the November 17, 2004 Technical Advisory Committee meeting and offer the following comments: GENERAL INFORMATION 1. The project site is located within current City of Carmel Corporate Limits. 2. Jurisdictions: · Streets and Right of Way, Curbs, Street Signs, Sidewalks- City of Cannel. · Water- City of Carmel Utilities · Sanitary Sewers- Clay Township Regional Waste District · Storm Sewers/Drainage - Hamilton County Surveyor's Office (City of Carmel Review). · Regulated/Legal Drains- Hamilton County Surveyor's Office. 3. Board of Public Works and Safety Requirements' ': · Temporary Construction Entrance (if applicable and if located at a location other than planned permanent entrances) · Please be advised that any open cuts of dedicated streets will require separate Board of Public [}'orks and Safety approval. · Any permanent improvement (including irrigation systems) to be installed within dedicated fight of way or dedicated easements. This approval would require a Consent to Encroach Agreement bet~veen the Owner and the City of Carmel. ·' Secondary Plat approval. · Right of Way Dedication (if applicable) A schedule for Board of Public Works and Safety meeting dates and agenda deadlines was previously sent for your use. Please use the Engineering Department deadlines for submissions to the Board. Any sub~nission to the Board requires prior approval by the Carmel Clay Plan Comtnission attd/or the Board of Zoning At,peals (if at~plicable) and completion of review by the Technical Advisory Comntittee. All written requests to beplaced on the Board's agenda must inchtde the appropriate Docket Number attd the date (or dates) of at~proval by the Platt Commission attd/or the Board of Zoning Appeals (if at~plicable). 4. T.A.C. Review/Drawings submitted for approval' We request that all comments and comment letters generated by this office be answered in writing and be accompanied by a drawing reflecting requested revisions. -Final drawings xvill not be approved for construction until all Engineering Department, Carmel Utilities and Hamilton County Surveyor's Office issues have been resolved. The design engineer must certify all drawings submitted for final approval. Because of the dual jurisdiction between the City of Cannel and the Hamilton County Surveyor, we will require a minimum of eight-sets DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE, CAtL\,IEI,, IN 46032 OFFICE 317.571.2441 F~x 317.571.2439 E~xbxn. engineering((t)ci.carmet.in.us Mr. Brian K. Robinson November 18, 2004 Page 2 of 5 o o 7, Be of drawings for approval after all issues have been resolved. The drawings will be stamped as approved and will be signed by the City Engineer and by Carmel Utilities. The eight-sets will then be sent to the Hamilton County Surveyor's Office for approval and signatures. Three approved sets are to be retumed to the City of Carmel. The Hamilton County Surveyor's Office will retain t~vo-sets. The Developer, the Engineer and the Contractor will each receive one-set. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated right of way or dedicated easements will require a Consent to Encroach Agreement with the City of Carmel's Board of Public Works and Safety.. Carmel Utilities/Water Distribution should be provided copies of all drawings and revisions for review of water issues. They will provide a separate review regarding these issues. Carmel Utilities does not subscribe to "Holey Moley" and should be contacted directly for all water main locations. I have sent copies of the following previously and will not send additional copies unless requested to do so: · Subdivision Project Approval Procedures · Performance Release Procedure · Subdivision Building Permits · Permit Data, Contacts, etc. · Subdivision Sign requirements BONDING REQUIREMENTS 9. Individual Performance Guarantees will be required for the following subdivision improvements: · Streets (base, binder and surface). You may bond perimeter street improvements separately. · Curbs · Water Mains · Street Signs · Monuments & Markers* · Sidewalks (builders lot sidewalks, perimeter fight of way sidewalks and perimeter asphalt paths may be bonded separately). Storm sewer bonding will be under the jurisdiction of the Hamilton County Surveyor's Office. They may also require bonding for *Monuments & Markers. If that is the case, we will not require duplicate bonding. Sanitary sewers are under the jurisdiction of the Clay Township Regional Waste District. - The amount of the Performance Guarantee is based upon a certified Engineer's Estimate for 100% of the cost of labor and materials to construct the individual improvements, to be provided by the design engineer. Please provide detailed Engineers Estimates for each improvement including unit costs, quantities, materials and types of materials, etc. Upon completion and release of individual Performance Guarantees, a three-year Maintenance Guarantee will be required. The Maintenance Guarantee amount is based upon 15% of the Performance amount for Streets and Curbs and 10% of the Performance amount for all other improvements. Performance Guarantees may be Performance or Subdivision Bonds, Irrevocable Letters of Credit or Cashier's Checks, Certified Checks or Official Checks. Please reference the enclosures for more detailed explanation of our procedures. Mr. Brian K. Robinson November 18, 2004 Page 3 of 5 AVAILABILITY AND CONNECTION FEES 10. Availability (acreage) Fees must be paid after all other Engineering Department requirements have been satisfied and prior to the start of construction activities. Availability Fees are based upon total platted acreage for the development at the current rate of $1,010.00 per acre (Water Availability Fee). Based upon the secondary plat indicated acreage, the following Water Availability Fees would apply: 19.651 Acres ~ $1,010.00/Acre = $19,848.00 Connection Fees are currently $1,310.00 for water per single-family residence. Connection Fees are paid when the infrastructure has been complete, satisfactory test results obtained and the subdivision has been released for permits. Water Connection Fees are paid on a per-lot basis. · If att irrigation system, switnming pool or clubhouse is planned for these, or any fitture section of the development, additional Water Connection Fees will be assessed based upon the recommendation of the Director of Carmel Utilities. 11. We have engaged Crossroad Engineers, PC to review all drainage plans and drainage calculations submitted for review to this office. We will share Crossroad's comments as they are received. COMMENTS - SECONDARY PLAT 12. Can another street name be chosen to replace "Squaw Pass"? The Department of Engineering has become aware that there is pending legislation in other states banning the use of "Squaw" as this is a derogatory term to Native Americans. 13. On the secondary plat and construction plans, the new street west of Towne Road that is labeled 136th Street should be renamed. Because this street dips south of the original 136th Street alignment, to be consistent with the existing street block numbering system, it should not be considered 136th Street. Was this the result of discussions with DOCS or the Plan Commission? 14. We have not received responses to our Primary Plat review comments of July 20, 2004. 15. Please show the Tree Preservation Easement on the Plat. The 15-foot Drainage Easement across Lots 1-8 measures 30-feet on the plat and the Development Plan. 16. Monuments are noted in the legend on the plat but are not indicated on the plat itself. COMMENTS-CONSTRUCTION PLANS 17. Sheet C200-C201 - Site Development Plan · How much right-of-way area was accommodated in the drainage design? Is it possible to accommodate future connections from ro~d projects? · Please provide adequate right-of-way at the comer cut to accommodate a future 120- foot radius right-of-way (need to dedicate a few more feet). The center of the roundabout would be at the apparent existing Towne and 136th Street intersection. · Please indicate the flood route from the proposed pond · Please label right-of-way on Towne road as existing or proposed. · Please indicate pond spillway. · Please ensure that Structures 444 and 448 do not conflict with future driveways. · Structure 438 appears to be at a high point. Is this an inlet? · There is no fall to the street or to the rear yard swale between Lots 12 and 13. · Please label the swale slopes. Swales shall be 1% minimum slope. 18. Sheet C402-C403 - Entrance Detail · The entrance is too wide. A 36-foot wide entrance was shown on the Primary Plat. Please reconfigure the entrance so that there is 18-feet back-to-back on either side of Mr. Brian K. Robinson November 18, 2004 Page 4 of 5 the island and move the left turn bay in front of the island. Please ensure that the left turn does not conflict with a left turn movement from westbound 136th Street. Please show back of curb to back of curb pavement widths on both sides of the median on 136th Street. * Please show the limits of the Towne Road right-of-way pavement section and the milling and resurfacing with two types of hatching and a legend. The Towne Road right-of-way pavement section would be installed for all widening, auxiliary lanes and at the entrance to the right-of-way limit. · Please revise the Towne Road right-of-way pavement section to be: 1.5" H.A.C. #11 Surface over 2" H.A.C. #8 Binder over 3" H.A.C. #5D Base over 7" #53 Compacted Stone over 4" #2 Stone. 19. Sheet C405 - Maintenance of Traffic Plan · Please show the barrels adjacent to the existing pavement edge on the Maintenance of Traffic Plan. Please show a specific plan for the resurfacing operations also. 20. Sheet C406- Traffic Control Plan · Add note that all Traffic Control Devices shall be installed by the City of Carmel Street Department. 21. Sheet C407- Striping Plan · Please delineate white and yellow striping and require all striping to be thermoplastic. 22. Sheet C600-C602 - Storm Sewer Plan and Profile · The cover between the top of the RCP and the bottom of the compacted stone course of the pavement section is less than one-foot between curb inlet structures 444 and 443. Please revise to provide minimum cover or indicate flowable fill between the structures and change the pipe class to Class V. · Please demonstrate on plans or in the Drainage Report that unmatched pipe crowns does not have a negative effect on the HGL and that the HGL remains below the top of castings for the design storm. · The Storm Sewer Plan and Profile Sheets are not plotted at the scale indicated. · Please indicate complete elevations on the Storm Sewer Plan and Profile Sheets. · Thank you for showing the water mains on the Storm Sewer Plan and Profile Sheets. Please label the water mains on these sheets. 23. Sheet C700-C701- Water Plan · Please add "sidewalks and curbing" to the note excluding placement of valves in pavement. 24. Sheet C800-C804 - Construction Details · Backfill Detail. Please add note that final backfill for all trenches under and within 5- feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of INDOT and shall be compacted in 6-inch maximum lifts. Please cross check this note with any notes on other sheets in the set. If Clay Township Regional Waste District or IWC backfill requirements are more restrictive, use those requirements for the sanitary sewer and the water main pavement crossings. · Please delete the Concrete Roll Curb Type I Detail. · Please replace the Underdrain Detail with the City Standard Detail. · Please add a note to the Sidewalk Detail that all transverse joints shall be tooled or sawcut joints ¼ thickness and a note that walks across driveways shall be 6-inch or the thickness of the proposed driveway, whichever is thicker. · Please revise the local street pavement section to be: 1" H.A.C. #11 Surface over 5" H.A.C. #5D Base over 7" #53 Compacted Stone. Mr. Brian K. Robinson November 18, 2004 Page 5 of 5 · Typical Street Cross Section. Please show the sidewalk 1'-0" minimum off of the right-of-way line. · If bedding detail on Sheet C800 does not apply to the RCP storm pipes, please add a RCP trench and bedding detail to Sheet C803. 25. General Comments · Please add Carmel Utilities to all Holey Moley blocks for water main locations. · Please delete any duplicate details on the Detail Sheets. These comments represent the Department of Engineering's initial review of this project. The Department of Engineering reserves the right to provide additional comments related to subsequent submittals. If you have questions, please call me at 571-2441. Sincerely, G~an, jr., p.E.~ Assistan]City Engineer Department of Engineering cc: Jon Dobosiewicz, Department of Community Services John Duffy, Carmel Utilities Greg Hoyes, Hamilton County Surveyor's Office John South, Hamilton County Soil & Water Project File Copy Engineering Department Review \~O~pps2\user data\engXshared~d3HillXPROJREV04\THELAKESATTOWNERDSEC1 .doc VIA EMAIL: dolmstead~stoeppelwerth.com Original by mail November 16, 2004 Dennis Olmstead 9940 Allisonville Road Fishers, IN 46038-2005 RE: The Lakes at Towne Road, Secondary Plat Application Dear Mr. Olmstead: This letter is in response to your secondary plat application for the Lakes at Towne Road Subdivision. The following issues must be resolved: The following must be indicated on the plat: . 2. 3. 4. 5. 6. 7. 8. 9. Date of latest revision. Source of title of ownership. Docket Number 04110005 SP Primary Plat Docket Number 04060032 PP Curve notes for the curve of Squaw Pass. Rear and side building setback lines. Add "R.D. & U.E." to legend. Place the certificate of approval by Commission on the opening page. Restrictions or covenants must be included. Concerns and Comments are as follow: 1. Please provide a complete landscaping and screening plan. Such plan must be approved by Carmel Environmental Planner, Scott Brewer. Please wait to submit a revised primary plat until after the Technical Advisory Committee (TAC) has met on this application. The resubmitted plat should include edits addressing the above comments along with any requirements that arise from the TAC meeting. Additional comments may be made after the requested revisions have been submitted. Sinc rely, . ~ff A~ Matthew Gri 5n, AIL-'? Planning Administrator The Lakes at Towne Road Section One - SP Page 1 ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2417 ,Xenton £, ' l~;ard, SurJ~eyor "I':a.r [$~7) 776?6'-$ November 10, 2004 Stoeppelwerth & Associates, Inc. ATTN: Brian Robinson 9940 Allisonville Road Fishers, IN 46038-2005 VIA FACSIMILE: 8~,9-5942 Re: The Lakes at Towne Rond Deer Mr. Robinson: OR'S One/tfanzilton County Sqz~are ,Tv'obleseitle, uul~ana 'We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on November 3, 2004 for this project and have the following comments: 1. This project falls within thc jurisdiction of thc City of C~rmcl. 2, The proposed project DOES NOT fall in a Carmel Wellhead Protection Area. 3..The proposed project falls in thc Elliott Creek and $,W, Brendle Regulated Drain Watersheds. Please submit the following procedural items to this office, petition for regulated subdivision, outlet permit, subdivision non-enforcement, engineer's estimate, and all associated bonds for 120% of construction cost. The applications are available on our website at www.co.hamilton.in.u~, go to Departments, Surveyor, and Forms. Please note a new Petition for Regulated Drain Subdivision is posted on the website, , Please show a cross section of the emergency spillway and the emergency flood routing the water will follow. The emergency spillway is to be set at the 100 year elevation, as shown in HCSO Detail D-7, , Please remove any details on sheet C802 that are not applicable to this project, mainly the inlet type details. NOV 10 '04 08:48PM P.2/2 The HCSO would recommend the SSD laterals to each lot to either be centered in the lot or 5 feet off the property line. This office would allow the developer or homebuilder some input into this issue, since they know what will work best for them. The current laterals are shown 2 feet from the property line, which will make it hard to get around utility pedestals placed on the property line. , Please provide a Storm CAD analysis of the outfall structure (453 and ex 1.66) to the open ditch, including velocities and HOL. ! Please add a storm structure data tables to the site dcvclopmcnt plan (sheet 201). This table should be laid out the sarnc az HCSO Standard Detail D-19. 10. Please provide a copy of the landscape plan with the next submittal. 11. All casting should be labeled "Dmnp No Waste- Drains to Waterway," which are readily available now from local casting distributors, Please add the complete language to the note currently in the construction plans, 12. The Hamilton County Surveyor's Office would prefer to see the solid manhole casting R-1772 (on sheet C802) to be labeled "Storm Sewer." Please add a note to this detail to make the contractor aware of this requirement. 13. Please note that further comments may be necessary at a later date. Should you have any questions, I can be reached at 3 t 7.776-8495. Sincerely, Greg Hoycs Plan Reviewer .Ion Dobosiewicz-Carmel DOCD ,iohn South- HCSWCD Dick Hill - Carmel Engineering Ryan Thomas - 920-1623 NOV-05-8004 14:19 FROM:HAMILTON CO HWY DEP 3177769814 T0:317 5?1 8486 P.001/001 HAMILTON COUNTY HIGHW'A Y DEPA TA, fEIYT November §, 2004 Mr. Brian Robinson Stoeppelwerth and Associates, Inc. 9940 Allisonville Road Fishers, Indiana 46038-2005 VIA FACSIMILE RE: The Lakes at Towne Road Secondary Plat and Construction Plans S of 136~h Street /W of Towne Road Clay Township Dear Mr. Robinson: This letter serves to acknowledge receipt of a transmittal received 1113104 containing the plans for the above-mentioned project. After reviewing the plans the Highway Department has the following comments: . It appears that this project lies entirely within the limits of the City of Carmel. Them'lore, all future comments should be directed toward the City. If you have any information contrary to this statement, please contact me immediately. If you have any questions or comments concerning this letter, please feel free to contact me at anytime. $inc~ly, ' Steven J. Broermann Staff Engineer cc; Jon Dobosiewicz Greg Hoyes GI:~USER$~SB~04tac~I l-O5-041akea at townm.doc 1,700 South 10m Street Noblesvflle, In. 46060 W~w..go.h amflton.in.us Office Ol 7) 773-7770 l~ax (317) 77~9814 City of Carmel Fire Department Headquarters 2 CIVIC SQUARE CARMEL, INDIANA 46032 Voice (317) 571-2600 Fax (317) 571-2615 Fire Prevention Bureau Brian K. Robinson Stoeppelwerth & Associates 9940 Allisonville Rd. Fishers, IN 46038-2005 RE: The Lakes at Towne Rd. LETTER OF APPROVAL The undersigned has reviewed the proposed plans for The Lakes at Towne Rd. and has approved the plans subject to the following: . , . . Will this project include an amenity building? If so, our office will request the installation of a of a Knox Box for emergency access. An application for the Knox box can be obtained through our office. Our office is requesting the installation of temporary cul-de-sac at both ends of Wineland Creek Dr. o . Please respond to the above noted condition(s) in writing and submit to our office prior to the scheduled Technical Advisory Meeting for this project. Date' November 4, 2004 By: Gary Hoyt, Fire Marshal Carmel Fire Department November 4, 2004 Mr. Brian K. Robinson Stoeppelwerth & Associates, inc. 9940 Allisonville Road Fishers, IN 46038 RE: · The Lakes at Towne Road Job Number: 48700 Dear Mr.' Robinson: ! have received and reviewed the plans submitted for the above-mentioned project. At the present time, ! see nothing in the plans that would hamper law enforcement efforts. If we can be of any further assistance to you, please contact us. Respectfully, Michael D. Fogarty Chief of Police MDF:vb CC: Dept. of Community Services ~517) 571-2500 A Nationally Accredit~i~!;~forcement Agency F.:~ (317) $71~2512 Construction/Stormwater Pollution Prevention Plan Technical Review and Comment (Form 1) Project Name: The Lakes at Towne Road Sec 1 County: Hamilton Plan Submittal Date: 11/02/04 Hydrologic Unit Code: 5120201090060 Project Location Description: SW comer of 136th and Towne Rd Latitude and Longitude:Lat- 86-12'-13" Long- 39-59'-06" Civil Township: Clay Quarter: NE 1/4 Section: 29 Township: 18N Range: Project Owner Name: Oakfield Development LLC Contact: Ryan Thomas Address: 1202 E. 38th Street City: Indianapolis State: IN Zip: 46205 Phone: 317-920-1616 FAX: 317-920-1623 E-Mail: Plan Preparer Name: Brian Robinson Affiliation: Stoeppelwerth and Associates Address: 9940 Allisonville Road City: Fishers State: IN Zip: 46038 Phone: 317-849-5935 FAX: 317-849-5942 E-Mail: 3E Review Date: 11/15/04 Principal Plan Reviewer: John B. South P.E. CPESC Agency: Hamilton County Soil and Water Conservation District Address: 1108 South 9th Street City: Noblesville State: IN Phone: 317-773-2181 FAX: 317-776-1101 Assisted By: Zip: 46060 E-Mail: j ohn-south~iaswcd.org PLAN IS ADEQUATE: A comprehensive plan review has been completed and it has been determined that the plan satisfies the minimum requirements and intent of 327 IAC 15-5. [-] Please refer to additional information included on the following page(s). [~] Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NOL A copy of the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). A preliminary plan review has been completed; a comprehensive review will not be completed within the 28-day review period. The reviewing authority reserves the right to perform a comprehensive review at a later date and revisions to the plan may be required at that time to address deficiencies. ~ Please refer to additional information included on the following page(s). [-~ Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana Department of Environmental Management. Construction activities may begin 48 hours following the submittal of the NOI. A copy of the NOI must also be sent to the Reviewing Authority (e.g. SWCD, DNR). [~] PLAN IS DEFICIENT: Significant deficiencies were identified during the plan review. Please refer to additional information included on the following page(s). DO NOT file a Notice of Intent for this project. [~ DO NOT commence land disturbing activities until all deficiencies are adequately addressed, the plan re- submitted, and notification has been received that the minimum requirements have been satisfied. Plan Revisions [-~ Deficient Items should be mailed or delivered to the Principal Plan Reviewer identified in the Plan Review Section above. DNR, Division of Soil Conservation Page 1 of 1 Revised 12/09/03, Form 1 LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO' IDEM- Facility Construction Section 100 North Senate Avenue Suite 1255 Indianapolis, Indiana 46204 ATTENTION: Don Worley gEe The Lakes at Towne Road WE ARE SENDING YOU [ X ] uPs [ ] courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 SPC-15 Application 1 List of Affected Persons (Labels) 1 Certification of Registered Professional Engineer THESE ARE TRANSMITTED as checked below' [ ] For Approval [ X ] As Requested [ ] For Review and Comment [ X] For Your Use [ I If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700kBlue_Book~gency Correspondence\TRANSIDEMWorleyl 1-01-04.DOC Indiana Department of Environmental Management Application For Water Pollution Control Facility Construction Permit Required By 327 lAC Article 3 1. Applicant (Name and Address) Oakfield Development 1202 East 38th Street Indianapolis, Indiana 46205 Phone # (317) 920-1616 2. Applicant's Engineer or Land Surveyor Name James O. Rinehart IV Company Name Stoeppelwerth & Associates, Inc. Address 9940 Allisonville Road Fishers, Indiana 46038 Phone# (317) 849-5935 3. Name of Proposed Facility The Lakes at Towne Road Location of Proposed Facility 13506 Towne Road City Carmel County Hamilton SRF Funded Yes No ~ 4. ATTACHMENT CHECKLIST: Sanitary Sewer Projects The following Documents are attached: A. Sanitary Sewer Design Summary B. Wastewater Allocation Checklist (Acceptance/Capacity Letter from Municipality or Sanitary District) C. Plans and Specifications [~/] *D. List of Potentially Affected persons or parties [~] 5. Permit Application For Construction, Expansion, or Modification off (check where applicable) A. Municipal Collection Facility B. Semipublic Collection Facility C. Municipal Treatment Facility D. Semipublic Treatment Facility E. Industrial or Commercial Treatment Facility F. Coal Mine Sedimentation Basin G. Other Specify [] [] [] [] [] [] * New Facility [ ] * Expansion or modification of Existing Facility [~'] *Fully identify all persons, by name and address, who may be potentially affected by the issuance of this permit, such as adjoining landowners, persons with a propriety interest, and/or persons who have complained or submitted comments about your facility. Failure to identify_ a potentially affected person may result in any issued permit being challenged and rendered null and void. 6. Signature Application is hereby made for a Permit to authorize the activities described herein. I certify that I am familiar with the information contained in this application, and to the best of my knowledge and belief such information is true, complete, and accurate. James O. Rinehart IV Printed Name of Person Signing Professional Engineer · ~ Signature of Applicant November 1~. 2004 Date Application Signed *Please refer to lC 13-7-13-3 for penalties of submission of false information* 327 1AC ARTICLE 3 CONSTRUCTION PERMIT SANITARY SEWER DESIGN SUMMARY FORM Design Flow Number of Units 26 Commercial lots 1Bdnx~. apts 2Bdrm. apts Single family homes 200 gpd/unit 300 gpd/unit 310 gpd/unit 8060 8060 34,577.40 gpd gpd gpd gpd gpd Peaking factor 4.29 Total average flow Peak flow Sewer 2004 ft. 8-inch SDR-35 PVC (sewer type) ft. 10-inch ft. ft. 2004 ft. Total length of sewer The new sewer will be connected to an existing ~ sanitary sewer atSouth side of Milano Drive approximately 113' East of Lablanca Bend. Lift Station Street 8 - inch diameter (relative to streets) Type Number of pumps Capacity of pumps gpm, TDH, Back-up power source yes no Average wet-well detention time Audio/visual alarm with self-contained power supply or telemetry system Force main ft. of -inch Force main discharge elevation (Signature and Date) November 1, 2004 (wet/dry well, submersible, wet-well mounted, etc.) RPM, HP (type) Waste Treatment Wastewater treatment will be provided by Michigan Road Waste Water Treatment Plant 7236 South Mayflower Park Drive, Zionsville, Indiana 46077 Inspection/Maintenance Inspection during construction will be provided by Clay Township Regional Waste District Maintenance after completion will be provided by Clay Township Regional Waste District IDENTIFICATION OF POTENTIALLY AFFECTED PERSONS Please list here 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 our decision on procedural grounds. To ensure conformance with Administrative Adjudication Act (AAA) 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 AAA. Attach additional names and addresses on a separate sheet of paper, as needed. Please indicate below the type of Agency action you are requesting. NAME Please See Attached STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP NAME STREET CITY, STATE, ZIP Please complete this form by signing the following statement: I certify that to the best of my knowledge I have all potentially affected parties, as defined by IC 4-21.5. PROPOSED FACILITY NAME The Lakes at Towne Road LOCATION 13506 Towne Road CITY Carmel COUNTY Hamilton · DATE November 1, 2004 FOR CONSTRUCTION PERMIT 327 IAC CERTIFICATION OF REGISTERED PROFESSIONAL ENGINEER OR LAND SURVEYOR LETTER (This Form Should be Filled Out in its Entirety) Applicant: Oakfield Development Owner: Oakfield Development Project Name: The Lakes at Towne Road I, James O. Rinehart IV , representing the project applicant, in my capacity as a registered (Name of Individual) professional Professional Eneineer , 10200495 certify the following (Engineer or Land Surveyor) (Indiana Registration Number) 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 daily design 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 operation. 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 system 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 imprisomnent. Gallons Per Day: 8060 (Daily Design Average Flow for Project) Wastewater Treatment Plant: Clay Township Regional Waste District- Michigan Road Waste Water Treatment Plant (Name of WWTP) Sewers: Clay Township Regional Waste District (Owner of Sewers) ~ Signature of Person Signing November 1, 2004 Date Signed (Please refer to lC 13-30-6-2 for penalties of submission of false information. False certification could result in imprisonment or a fine of up to $10,000) Roehling Enterprises Inc. 11722 Bradford Place Carmel, Indiana 46033 Drees Premier Homes Inc. 6650 Telecom Drive #200 Indianapolis, Indiana 46278 Terry E. & Tina A. Huff 2300 West 136th Street Carmel, Indiana 46032 Todd & Diane Trustee Thorne 9860 North Chesterton Drive Indianapolis, Indiana 46280 Mark & Robin K. Hartman 13405 Towne Road Westfield, Indiana 46074 Thomas A. & Ellen F. Watson 13513 Towne Road Westfield, Indiana 46074 Douglas D. & Lisa K. Dye 13423 Towne Road Westfield, Indiana 46074 Gregory L. & Robin L. Pemberton 13525 Towne Road Westfield, Indiana 46074 Landlink Development LLC 597 Industrial Drive, Suite 104 Carmel, Indiana 46032 David L. & Teresa J. Hudson 13385 Towne Road Westfield, Indiana 46074 Roger W. & Janet Graham 13336 Towne Road Westfield, Indiana 46074 Ray C. & Elizabeth Thoman 13214 Towne Road Westfield, Indiana 46074 Jiang Zhu & Hong Guo Jt/Rs 13271 Roma Bend Westfield, Indiana 46074 Jorge E. & Deanna R. Alvarez 13287 Roma Bend Westfield, Indiana 46074 Trinity Homes LLC 865 West Carmel Drive Carmel, Indiana 46032 Dmitry Tsinkin & Renata Ringo 13319 Roma Bend Westfield, Indiana 46074 Gerald S. & Wanda K. Montgomery 13335 Roma Bend Westfield, Indiana 46074 Centex Homes 8440 Allison Pointe Boulevard, Suite 200 Indianapolis, Indiana 46250 Chiung Huei Tsai 13457 Lablanca Bend Westfield, Indiana 46074 Philip III & Erin Decker 13513 Lablanca Bend Westfield, Indiana 46074 Curtis L. & Carol A. Pennybaker 13525 Lablanca Bend Westfield, Indiana 46074 Crossman Communities Partnership 9202 North Meridian Street, Suite 300 Indianapolis, Indiana 46260 S/48700/NoticeLabels July 13, 2004 LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005; Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO' Vectren Energy 15900 Allisonville Road Noblesville, Indiana 46060 ATTENTION: Jim Scott The Lakes at Towne Road WE ARE SENDING YOU [ X ] uPs [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat ,,, THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ [ X ] For Your Use [ I ] For Review and Comment REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700~Blue_Book\Utility Correspondence\TRANSVectrenEnergyScottl 1-01_04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 99~10 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO: Carmel Clay Parks Department 1055 Third Avenue SW Carmel, Indiana 46032 ATTENTION: John Lester The Lakes at Towne Road WE ARE SENDING YOU [ X ] ups [ I Courier [ ] Other: COP 1ES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ ] For Review and Comment [ X ] For Your Use [ ] REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700kBlue_Bookk4gency Correspondence\TRANSCarmelClayParksDeptLesterll-01-04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO: Department of Engineering One Civic Center Carmel, Indiana 46032 ATTENTION: Dick Hill The Lakes at Towne Road WE ARE SENDING YOU [ X ] uPs [ ] Courier [ ] Other: COPiES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ [ X ] For Your Use [ I ] For Review and Comment REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700\Blue__BookLS, gency Correspondence\TRANSCarmelDeptOfEngineeringHillll_01_04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE' November 1, 2004 JOB NUMBER: 48700 TO' Carmel Clay School Administration Director, Facilities and Transportation 5185 East 131st Street Carmel, Indiana 46033 ATTENTION: Ron Farrand The Lakes at Towne Road WE ARE SENDING YOU [ X ] ups [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat ,,, THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ X ] For Your Use [ ] ] For Review and Comment REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700\Blu e_Book~S, gen cy Correspondence\TRANSCarmelClaySchoolsFarrandl I_01_04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO: Hamilton County Local Emergency Planning Department 18100 Cumberland Road Noblesville, Indiana 46060 ATTENTION: Robert Hendricks The Lakes at Towne Road WE ARE SENDING YOU [ X ] ups [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ [ X ] For Your Use [ ] ] For Review and Comment REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700\Blue_Book~gency Correspondence\TRANSHamiltonCountyLocalEmergencyHendricksl 1.01_04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE' November 1, 2004 JOB NUMBER: 48700 TO: PSI Cinergy 1441 South Guilford Street Carmel, Indiana 46032 ATTENTION: Ron Booher The Lakes at Towne Road WE ARE SENDING YOU [ X ] ups [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. I Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ I X ] For Your Use [ ] For Review and Comment REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700\Blue_Book\Utility Correspondence\TRANSPSICinergyBooherl 1-01-04.DOC LETT ' OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Ailisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: TO: ATTENTION: November 1, 2004 Hamilton County Sheriff Department 18100 Cumberland Road Noblesville, Indiana 46060 Lt. Joe Cook The Lakes at Towne Road JOB NUMBER: 48700 WE ARE SENDING YOU [ X ] uPs [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ ] For Review and Comment [ X ] For Your Use [ ] REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, ' Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700\Blue_BookkAgency Correspondence\TRANSHamiitonCountySheriffCookl 1-01-04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE' November 1, 2004 JOB NUMBER: 48700 TO' Carmel Communications 31 First Avenue NW Carmel, Indiana 46032 ATTENTION: Bill Akers The Lakes at Towne Road WE ARE SENDING YOU [ X ] uPs [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ [ X ] For Your Use ! I ] For Review and Comment REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700~Blue_Book~gency Correspondence\TRANSCarmecomm unicationsAkersl 1.01_04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Ailisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: TO: November 1, 2004 Office of Fire Chief Fire Station No. 1 Two Civic Square Carmel, Indiana 46032 JOB NUMBER: 48700 ATTENTION: Gary Hoyt The Lakes at Towne Road WE ARE SENDING YOU [ X ] ups [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat CE ARE TRANSMITTED as checked below- [ ] For Approval [ X ] As Requested [ [ X ] For Your Use [ ] ] For Review and Comment REMARKS' If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700~Blue_Book~_gency Correspondence\TRANSOfficeOfFireChiefHoytl 1-01-04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO: SBC 5858 North College Avenue Indianapolis, Indiana 46220 ATTENTION: Justin Condon gEe The Lakes at Towne Road WE ARE SENDING YOU SHEET NO. Set COPIES IX] uPs [ ] Courier [ ] Other: DESCRIPTION Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested | X ] For Your Use [ ] [ ] For Review and Comment REMARKS. If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S :\48700~BI ue_Book\Utili ty Correspondence\TRANSSBCCondon 11-01-04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005; Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO: Brighthouse Cable 3030 Roosevelt Avenue Indianapolis, Indiana 46218 ATTENTION: Jeff Farmer The Lakes at Towne Road WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat ,, THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ ] For Review and Comment [ X ] For Your Use [ ] If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700\Blue_Book\Utility Correspondence\TRANSBrighthouseCableFarmerl 1-01-04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO: Office of Police Chief Three Civic Square Carmel, Indiana 46032 ATTENTION: Michael Fogarty The Lakes at Towne Road WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ [ X ] For Your Use ! I ] For Review and Comment REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700\Blue_BookLS, gency Correspondence\TRANSOfficeOfPoliceChiefFogarty 11-01-04.DOC LETT OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (31.7) 849-5942 DATE' November 1, 2004 JOB NUMBER: 48700 TO: Hamilton County Soil & Water 1108 South Ninth Street Noblesville, Indiana 46060 ATTENTION: John South The Lakes at Towne Road WE ARE SENDING YOU [ X ] uPs [ ] Courier [ ] Other: COP 1ES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat 1 Storm Calculations THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ ] For Review and Comment [ X ] For Your Use [ REMARKS' If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700\Blue_BookL~gency Correspondence\TRANSHamiltonCountySoil&WaterSouthl 1-01.04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO: Hamilton County Highway Department 1700 South l0th Street Noblesville, Indiana 46060 ATTENTION: Steve Broermann The Lakes at Towne Road WE ARE SENDING YOU [ X ] ups [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ ] For Review and Comment [ X ] For Your Use [ I REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700kBlue_BookkAgency Correspondence\TRANSHamiltonCountyHighwayBroermannl 1-01-04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO: Department of Community Services One Civic Square Carmel, Indiana 46032 ATTENTION: Scott Brewer The Lakes at Towne Road WE ARE SENDING YOU [ x ] u,s I ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below' [ ] For Approval [ X ] As Requested [ ] For Review and Comment [ X ] For Your Use I ] REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S :\48700XBlue_Book~gency Correspondence\TRANSDOCUrbanForesterBrewerl 1-01-04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonviile Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO: Indianapolis Power & Light Company 3600 North Arlington Avenue Indianapolis, Indiana 46218 ATTENTION: Ron Morris The Lakes at Towne Road WE ARE SENDING YOU [ X ] UPS [ ] Courier I ] Other: COPIES SHEET DESCRIPTION NO. , 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ [ X ] For Your Use | ] ] For Review and Comment REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700\Blue_Book\Utility Correspondence\TRANSlndianapolisPower&LightMorrisll_01_04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (31'7) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO' Department of Community Services One Civic Square Carmel, Indiana 46032 ATTENTION. Jon Doboseiwicz The Lakes at Towne Road WE ARE SENDING YOU [ X ] ups [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 2 Sets Construction Plans with Secondary Plat 1 Secondary Plat Application with Legal Description 1 Transmittals to Agencies THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested | [ X l For Your Use | 1 ] For Review and Comment REMARKS- If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700\Blue__BookLa. gency Correspondence\TRANSDeptOfCommunityServicesDoboseiwiczl 1-01-04.DOC LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: TO: ATTENTION' November 1, 2004 Carmel Water Department 760 3ro Avenue SW Suite 110 Carmel, Indiana 46032 John Duffy The Lakes at Towne Road JOB NUMBER: 4~ WE ARE SENDING YOU [ X ] ups [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Secondary Plat 1 NOI Water Main Extension Application 1 Check No. 5024 for $150.00 THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X ] As Requested [ [ X ] For Your Use [ I ] For Review and Comment REMARKS- If you have any questions, please give me a call at (317) 577-3400, ext. 16. Thank you, Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700~Blu e_Book\Utility Corresponden ce\TRANSCarm elWaterDeptDuffyl 1-01-04.DOC (. ~ NOTICE OF INTENT TO CONSTR A WATER MAIN EXTENSION ~~ State Form 49008 (9-98) y Approved by State Board of Accounts, 1998 General Construction Permit For Water Main Extensions 1. Title of project 1 2. County of project The Lakes at Towne Road I Hamilton 3. Location of project (including nearest pubfic intersection and nearest quarter Section, Township, Range) Southwest corner of 136th Street and Towne Road. Northeast Quarter of Section 29, Township 18 North, Range 3 East. Name of responsible person, title, firm Sheldon Phelps, Managing Member, Oakfield Development Address of firm 1202 East 138th Street, Indianapolis, Indiana 46205 j 5. Telephone number (317) 920-1616 7. Public Water System (PWS) Carmel Utilities 9. Address of PWS 760 3rd Avenue SW, Carmel, Indiana 46032 11. Name of engineering firm Stoeppelwerth & Associates, Inc. 8. PWS ID 10. Telephone number of PWS (317) 571-2442 12. Telephone number of engineering firm (317) 849-5935 13. Address of engineering firm 9940 Allisonville Road, Fishers, Indiana 46038 14. Name of developer Oakfield Development 15. Telephone number of developer (317) 920-1616 16. Address of developer 1202 East 38th Street, Indianapolis, Indiana 46205 17. Timing of construction (check one of the following): [~] The proposed construction of the water main will begin on November 2004 and be completed on November 2005 . (Cannot begin construction less than thirty (30) days after IDEM received the NOI.) 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 received the NOI.) 18. Fee Schedule: No fee, exempted under 327 lAC 8-3-7(a). No fee for water main extensions under 2,500 linear feet. $!50 for water main extensions from 2,501 to 5,000 linear feet. $250 for water main extensions from 5001 to 10,000 linear feet. $500 for water main extensions greater than 10,000 linear feet. THE COMPLETE NOTICE OF INTENT ALONG WITH ALL REQUIRED FEES MUST BE SUBMITTED BY CERTIFIED MAIL TO: DRINKING WATER BRANCH Indiana Department of Environmental Management 100 North Senate Avenue P.O. Box 6015 Indianapolis, Indiana 46206-6015 Make checks payable to: I.D.E.M. (Acct.# 3240-414000-140000) 19. Certifications: Responsible Person: "1 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 rule. I also certify that the design and construction of this project will be performed under my direction or supervision to assure conformance with 327 lAC 8-3.5 and will meet all local rues 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 pers,~on, _~_~j D atesigned(month,october 25,, 2004 day, year) Engineer: "1 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 lAC 8- 3.5 and that the plans and specification will require the construction of said project to be performed in 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 penalties for submitting false information, including the possibility of fine and imprisonment." Signature of en~gjg, p.,p,r_ ~ .-- ~ (Continued on the reverse side.) Date signed (month, day, year) October 25, 2004 Developer: ~ ~ "1 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 lAC 8-3.5. The construction of proposed project 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 developer~- ~~ ~j~~,, Date signed (month, day, year) ~ . October 25, 200 Public Water System: '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 8-3.5-12. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment." Signature of PWS official Date signed (month, day, year) 20. Project Design Criteria: Alternative Technical Standards (327 lAC 8-3.2.20) 21. Are any "Alternative Technical Standards" proposed to be used in this project? I-"1 Yes, I have attached copies of the approval with the NOI. ~ No Public Water System Capacity Status 22. The PWS's Daily Production Firm Capacity: A. MGD B. GPM 23. The PWS's five (5) highest demand days in the previous two (2) years: Demand (MGD) 24. Average of five Peak Daily Demand (PDD) listed above: Date _= : 10200495 : == = · · ,,,, ~ _, STATEO . _ . C, MGD 25. Ratio of PDD to PWS Daily Production Capacity - (Item D -- Item C / Item A x 100) D. % 26. Anticipated Customer Demand of Proposed Water Main Residential Customers: 26 O.87 G. Other (Commercial and Industrial) Customers: Total Average Daily Demand times Peaking Factor (G: E x F) gpm 22.62 Description (including size of domestic meter): Sub Total: Total Customer Demand of Proposed Water Main (gpm) -- (Item G + item H) 27. Ratio of total Customer Demand of Proposed Water Main (gpm) to the PWS Daily Production Firm Capacity (gpm) (Item J = Item I I Item B x 100) Average Daily Demand ( the "Safe Maximum Operating Capacity" of domestic meter) gpm gpm H. gpm gpm J. % ~Z z I.IJ I~ i-z z- '>~O~q uo si!elcO ~ 'pepniouJ se]n~eeq/,i JnJes g UJ ~0-80/LZ6090 mm, LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO: Hamilton County Surveyor's Office One Hamilton County Square Suite 188 Noblesville, Indiana ATTENTION: Kent Ward The Lakes at Towne Road WE ARE SENDING YOU [ X ] ups [ ] Courier [ ] Other: ,, COP 1ES SHEET DESCRIPTION NO. 1 Set Construction Plans 1 Drainage Petition I Outlet Permit Request I Check No. 1019 for $150.00 - Outlet Request Fee '1 Storm Calculations THESE ARE TRANSMITTED as checked below- [ ] For Approval [ X ] As Requested [ | X ] For Your Use [ ] ] For Review and Comment REMARKS. If you have any questions, please give me a call at (317) 577-3400, ext. 16. Cc: Ryan Thomas Sheldon Phelps BKR/meb Thank you, Brian K. Robinson S:\48700\Blu e_BookXAgency Correspondence\TRANSHamiitonCountySurveyorWardl I_01_04.DOC STATE OF INDIANA ) ) COUNTY OF HAMILTON ) (Revised 06/0~) TO' HAMILTON COUNTY DRAIN,~GE BOARD % Hamilton County Surveyor One Hamilton County Square, Suite 188 Noblesville, IN, 46060-2230 In the matter of One 'The Lakes at Towne Road Drain Petition. Subdivision, Section Petitioner is the owner of all lots in the land affected by the proposed new regulated drain. The drainage will affect various lots in The Lakes at Towne Road, Section 1~, a subdivision in Hamilton County, lndiana, Ihe general route of such drainage shall be in existing easements and along public ~'oads as shown in the plans on file in the Sm'veyor's Office. Petitioner' believes that the cost, damages and expenses of' tile proposed improvement will be less than the benefits which will result to the owners of the land likely to be benefited thereby. Petitioner believes the proposed improvements will: (a) (b) (c) impr'ove public health benefit a public street be of public utility Petitioner' agrees to pay the cost of constl'uction of the drainage system and requests periodic maintenance assessments by the Bored thereafter. The Petitioner' also agrees to the following: To pIovide the Drainage Board a Pexformance Bond or Non-Revocable Letter of'Credit for the portion of the dI-ainage system which will be made a regulated drain. The bond will be in the amount of 120% of the Engineer's estimate.. The bond will be in effect until construction of' I00% of the system is completed and so certified by the Engineer'.. The Petitioner shall retain an Engineer throughout the construction phase. At completion of the project the Petitioner's Engineer shall cer'tify that the dr'ainage system which is to be maintained as a regulated drain has been constructed as per' construction plans. The Petitioner agrees to request in writing to the County Surveyor any changes fi'om the approved plan and nmst ~'eceive written authorization fi'om the County Surveyor prior to implementation of'the change.. All changes shall be documented and given to the Su~¥eyor' to be placed in the Drain file. The Petitioner shall instruct his Engineer to provide a r'eproducible print on a 24" x 36" Mylar of the final design of the Drainage System, This shall be submitted to the County Smveyor prior to the release of' the Performance Bond.. Tile Petitioner shall comply with the Erosion ContmI Plan as specified on the construction plans. Failm'e to comply with the Erosion Control Plan shall be determined by the Bom'd as being an obstruction to the drainage system. The County Surveyor shall immediately install or repair the needed measmes at Petitioners cost as per' IC 36-9-27-46. The Petitioner fimher requests that t'~'Drain be classified as an Urban Drain as I~C 36-9-27- 69(d). RECORDED OWNER(S) OF LAND INVOLVED STgned Sheldon Phelps Phnted Name November 1~ 2004 Date Signed Printed Name Date Signed Signed Pr'inted Name Printed Name Date Date . o 5. INSTRUCTIONS OF OUTLET PERMIT REQUEST Request shall be made to the Hamilton County Surveyor's Office. 2. Request shah be made on standard form onlY, completely fried out with: a. Name of Drain. b. Parcel number of property involved. c. Project name(if none then put individuals name). d. Name & Address of owner / contractor e. Specifications of the outlet shall include calculations; if required, size of drain, length of drain and gradient of drain. This Office may require more details depending on the characteristics of the outlet. f. Plot plan showing regulated drain, private drain location, size and type of material, point of connection, lot lines, buildings, physical features and platted easements / right-of-ways and any other information required by the Surveyor's Office. g. Copy of warranty deed The. form must be signed by the applicant or an agent of the applicant. If outlet is required to cross an adjoining property owner, list name, address and parcel number for each such instance and submit letter granting permission to cross property from each owner. Checks or money orders are to be made out to the Hamilton County Treasurer. Fees are as follows: a. Individuals b. Subdivisions, Commercial projects and Utilities c. Indirect (subdivision & commercial projects) $75.00/Outlet $150.00/Out!. et $150.00/Outlet OUTLET REQUEST HAMILTON COUNTY SURVEYORS OFFICE One Hamilton County Square 'Noblesville, Indiana 46060 317-776-8495 fax: 317-776-9628 Revised January 2000 Name of Drain: Elliot Creek Parcel Number: 17-09-29-00-00_008.000 Applicant's Name: Oakfield Development Address: 1202 East 38th Street Indianapolis, Indiana 46205 Phone:(317 ) 92o-1616 Fax: 3~(.~~.7_ 920-1623 Contractor- Installer: Address: NA Project Name: The Lakes at Towne Road Township: Clay Property Owner: Oakfield Development Property Address: 13506 Towne Road Phone:(_._ ) Fax:(. ),, Phone:( _), Fax:C___),, Purpose of Private Tile: Drainage out for The Lakes at Towne Road Size of Tile: 12- Type of Tile: RCP Length of Tile: 227' Number of Outlets: I Location of Outlet: Approximately 72' West of Towne Road and approximately 73' North of 136th Street. Will private tile cross property not owned by the applicant? Yes If yes, list parcel numbers, names and addresses of those that will be crossed: Public Right-of-Way of Towne Road I hereby request permission to outlet a private drain into the above mentioned regulated drain. The construction shah 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 drain, private drain, point of connection, lot lines, buildings and other physical features, and platted easements and right-of-ways. This req~e as ~.Z.I. C. 36-9-27-17. ~t~~~re- ~~~ D_Na~ember 1' 2004 Check Title: Owner Permit#: Engineering Firm: Contractor Engineer ***For Office Use Only*** Plan Project Number: X Tenant Other: Check: 0 Z LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: November 1, 2004 JOB NUMBER: 48700 TO: Clay Township Regional Waste District 10701 North College Avenue Suite A Indianapolis, Indiana 46280 ATTENTION: Candy Feltner The Lakes at Towne Road WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: COPIES SHEET DESCRIPTION NO. 2 Sets Construction Plans 1 Sanitary Sewer Project Application "1 Capacity Certification/Allocation Letter 1 IDEM Application THESE ARE TRANSMITTED as checked below: [ ] For Approval [ X I As Requested [ [ X ] For Your Use [ ] ] For Review and Comment REMARKS: If you have any questions, please give me a call at (317) 577-3400, ext. 16. % ~ ~._Thank~you, .~ Brian K. Robinson Cc: Ryan Thomas Sheldon Phelps BKR/meb S:\48700\Blue_Book~Agency Correspondence\TRANSClayRegionalWasteFeltnerl 1-01-04.DOC Application: Owner: Project Name: CAPACITY CERTIFICATION/ALLOCATION LETTER (This Form Should be Filled Out in its Entirety) Oakfield Development Oakfield Development The Lakes at Towne Road (Name of Individual) as (Title) , representing the , in my capacity (Name of City or Town) have the authority to act on behalf of the and (Name of City or Town) 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 requirement of 327 IAC 3. I 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 infonr~ation 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. Gallons Per Day- 8O60 Wastewater Treatment Plant: Sewers' (Total Average Flow for Project) Michi.qan Road Waste Water Treatment Plant (Name of WWTP) Clay Township Re.qional Waste District (Owner of Sewers) Signature of Person Signing Date Signed (Please refer to IC 13-30-6-2 for penalties of submission of false information. False certification could result in imprisonment for a fine up to $10,000) Clay ToWnshi p RegiOnal' Waste District . www.ct~d,org· (317) .844:~200'. Fax (31 7)' 844-9203 Sanitary Sewer Project Application Submit to: CTRWD~ 1070:1. N College Ave.~ Suite A~ Indianapolis~ ;IN 46280-1098 Two (2) Sets of Plans & Completed CTRWD Project Application are Required IDEM Application may also be required for CTRWD to Submit to IDEM for Permit Approval Only first two pages are needed for projects which do not involve lift stations lw Project Title: The Lakes at Towne Road Location: 13506 Towne Road m 31 . Project Owner: Oakfield Development Address: 1202 East 38th Street, Indianapolis, Indiana 46205 Phone: (317/920-1616 Fax (317) 920-1623 Email Engineer: Address: Phone: James O. Rinehart IV - Stoeooelwerth & Associates, 9940 Allisonville Road, Fishers, Indiana 46038 (317) 849-5935 Fax (317) 849-5942 Email jrineh art(~stoeppelwerth.com A site map showing location, acreage and zoning is attached? v' Yes No 5. Number of Acres? 19.75 Ac. + Sa Design Flow: One Equivalent Dwelling. Unit (EDU) = 310gpd ('1 Bdrm. Apt. = .75 EDU or 233 gpd) 26 ~1 Bdrm. Apts. @* GPD/unit = GPD ~2 Bdrm. Apts. @ .... GPD/unit =_ GPD ~Single Family Home @_310 GPD/unit = 8060 GPD ~Commercial Lots @. 'GPD/unit =. GPD ~Other @ GPD/unit =' GPD Peaking Factor 4.29 Peak Flow 34,577.4 Total Average Flow: 8060 GPD 7.(a) Is the property zoned for the intended use? (b) If yes, what is the zoning class? s1 ROSO Yes __~_No . Project Description' Single Family Residential Subdivision 9, Construction Schedule' Start Construction November 2004 Complete Construction November 2005 Page 1 (Rev. 3-01) 10. The District's application fee will be collected when the connection permit is issued as required by ordinance. Construction of the Project shall not commence until all conditions of this Permit have been met. Final Permits or Connection Permits may still need to be obtained from the District. (~w-nerJ'Ow~-~r s Agent Date There is sufficient sewer capacity and Wastewater Treatment Plant Capacity for the proposed development and a Permit to connect to the Clay Township Regional Waste District Sewer System is hereby issued with the following conditions as marked' A. Conditions and Limitations Recommended by the District for issuance of a Final Construction Permit from the Indiana Department of Environmental Management. (See Supplemental Information Sheet). a. Applicant's Development Project be approved by the Carmel Plan Commission and/or such other Boards, Agencies or Governmental Units having Regulatory jurisdiction over the Project. C, Connection of the Development Project to the District's sewerage system will require a Sewer Service Agreement between the Project Owner and the District relating to the Construction and installation of Public Sewers. D. The Project owner pay all interceptor, inspection, connection, application and other fees imposed by the District in connection with the Project which may include costs incurred by the District for Engineering, Accounting and/or Legal services. E. The Applicant pursue the approvals and permits necessary to allow the project owner to proceed with construction of the project. F. Other Conditions Issued this day of _, 200 CLAY TOWNSHIP REGIONAL WASTE DISTRICT Jay W. Alley Utility Manager Page 2 (Rev. 3-01) Design Flow Part :[]: 300 fAC 3.1 Construction Permit Sanitary Sewer Design Summary Number of Units & Total Flow 26 ~1 Bdrm. Apts. @* ~2 Bdrm. Apts. @ ~Single Family Home @ 3]0 ~Commercial Lots @ ~Other @. Peaking Factor 4.29 Peak Flow 34,577.40 GPD/unit = GPD/unit = GPD/unit =8060 GPD/unit = GPD/unit GPD GPD GPD _____GPD GPD Total Average FloW: 8060 GPD Sewer 2004 2004 ~ft 8-inch SDR-35 PVC ~ft 10-inch ~ft -inch ~ft -inch ~ft total length of sewer The new sewer will be connected to an existing 8 inch diameter sanitary sewer at: South side of Milano Drive, (relative to streets). approximatel.v 113" East of Lablanca Bend. Gl · -- : NO. "" : 10200495 ?_ = : '.. STATE OF Lift Station Type Number of pumps Capacity of pump GPM TDH RPM Back-up power source Average wet-well detention time Audio/visual alarm with self-contained power supply or telemetry system Force main ft. of -inch Force main discharge elevation (wet/dry well, submersible, wet-well mounted, etc.) HP (type) Wastewater Treatment Wastewater treatment will be provided by Michi~zan Road Waste Water Treatment ~Plant Inspection/Maintenance Inspection during construction will be provided by_Clay Township ReRional Waste District Maintenance after completion will be provided by Cla.y Township Relzional Waste District Page 3 (Rev. 3-01) . SUPPLEt-IENTAL INFOR IATION AND PRO3ECT DATA CLAY TOWNSHIP REGIONAL WASTE DISTRICT Related project collection system: A, Are the receiving sewers of sufficient capacity to handle the flow from the project? Yes No ' . B, Are there any lift stations affected by the project? Yes No If Yes, complete the following: Location Capacity .gpd gpm Existing gpd .gpm Overflows? Yes No Related wastewater treatment facility A. S. Co Is the treatment plant capacity adequate to treat the additional flow? . Yes No Will the ~PDES permit Limits still be met with the additional design flow from the project? _ Yes No The Capacity that the District has allocated to it at the treatment plant will be as follows: Allocated Capacity Current Load Committed Load MGD D. Recommendation of the District for a construction permit by the Indiana Department of Environmental Management. ~Yes No ~Yes, subject to the following conditions: a. Limit number of connections ____b. Limit time of connections c. Limit time to start construction ____d. Industrial pretreatment is required __.__e. Providing monitoring as required f. See attached To the best of my knowledge and belief, the above project data is complete and accurate and may be submitted to the Indiana Department of Environmental Management for review and permit approval to construct the project. Clay Township Regional Waste District Jay W. Alley Utility Manager apformproject City Engineer, City of Carmel Director, Dept. of Community Services, City of Carmel CTRWD Engineer CTRWD Attorney CZ> 0 cO \ tu ~7'REE Page 4 (Rev. 3-01)