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HomeMy WebLinkAboutCorrespondencePI~INUM PROPERTIES, L~'. 9551 Delegate's Row Indianapolis, IN 46240 Phone: 818-2900 Fax: 818-2910 Letter of Transmittal To: City of Carmel Date: November 12, 2003 Department of Community Services One Civic Souare Carmel, Indiana 46032 From: Doup Elmore Project: Saddle Creek Section 12 We are sending you ®attached ^ under separate cover via N/A the documents as listed: ^ for your use and/or file ^ for review & comment ^ as requested ^ approved as noted REMARKS: ^ returned for corrections ® please sign & return original and 2 copies ^ Retain one copy For your fi]e Jon, Attached you will find two (2) copies of the Saddle Creek Section 12 Plat ready for signatures. Can you please route the plat within your offcies accordingly for all signatures necessary to record. Please contact me when the plat is ready for pick-up at either 818-2907 office or 679- 7344 Cell. If there are any questions or concerns please do onot hesitate to contact me. Thanks, copy to File signed /f enc[osimes are not as noted, kindly notify us immediately. these are transmitted for your action as indicated below: EROSION AND SEDIMENT CONTROL'PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9th Street, Noblesville IN 46060 Ph- 317-773-1432 or Email at iohn-south(7u iaswcd.ore PROJECT NAME: Saddle Creek Sec. 12 SUBMITTED BY: William Bryant Ditch Road Properties Stoeppelwerth & Associates 9551 Delegates Row 9940 Allisonville Road Indianapolis, IN 46240 Fishers, IN 46038-2005 317-818-2900 Contact- Doug Elmore REVIEWED BY: Jahn B. South P.E. Certified Professional in Erosion an d Sediment Control ~~,o~~' PLAN REVIEW PROCEDURE: Plan Review Date: 7/15/03 Project Acreage- 32ac LOCATION: 1415` Street and Town Rd. LEGAL DESCRTPTION: Sea21 TOWNSHIP: 18N RANGE: 3E CIVIL TOWNSHIP: Clay SOIL SURVEY MAP SHEET: On Map The technical review and comments are intended to evaluate the completeness of the erosion and sediment control plan for the The erosion and sediment control plan submitted was not reviewed for the adequacy of the engineering design. All included in the plan, as well as those recommended in the comments should be evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engineer. The plan has not been reviewed for local, state, or federal permits that may be required to proceed with this project. Additional information, including design calculations may be requested to further evaluate the erosion and sediment control plan. The erosion and sediment control plan has been reviewed and it has been determined that the plan: X Satisfies the minimum requirements and intent of 327IAC 15-5 (Role 5). Notification will be forwarded to the Indiana Department of Environmental Management. X Refer to the comments section for additional information. Proper implementation of [he erosion and sediment control plan and inspections of the construction site by the developer or a representative are necessary to minimize off-site sedimentation. The developer should be aware that unforeseen construction activities and weather conditions may effect the performance of a practice or tJte erosion and sediment contra[ plan. The plan must he a flexible document, with provisions to modify or substitute practices as necessary. Revised 4 / 97 -"PROJECT: Saddle Creek Sec.• Page 2 of 3 ARE THE FOLLOWING ITEMS ADEQUATELY ADDRESSED ON THE PLANS ? (All Plans Must /nclude Appropriate Legends, Scales, and North Arrow) (Items that are Not Applicable [n this Project are designated by NA) Yes No PROJECT INFORMATION X lA Project Location Map (Show project in redotion to other areas ojthe county) x 1 B Narrative Describing the Nature and Purpose of the Project x IC Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc. x 1D Lot and/or Building Locations x 1 E Landuse of Adjacent Areas (Show the Entire Upstream Watershed and Adjacent Areas Within 500 Feet of the Property Lines) Yes No TOPOGRAPHIC, DRAINAGE, AND GENERAL SITE FEATURES X 2A Existing Vegetation (Jden[ify and Delineate) x 2$ Location and Name of All Wetlands, Lakes and Water Courses On and Adjacent to the Site x 2C 100 Year Floodplains, Ffoodway Fringes, and Floodways (Note ijNone) X 2D Soils Information (/jhydric soils are present, it is the responsibility oj[he owner/developer to investigate the existence of wetlands and to obtain permits from the appropriate government agencies.) x 2E Existing and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns X 2F Locations of Specific Points Where Stormwater Discharge Will Leave the Site X 2G Identify All Receiving Waters (If Discharge is to o Separate Municipal Storm Sewer, Iden[~ the Name of the Municipal Operator and the Ultimate Receiving Water) x 2H Potential Areas Where Storm water May Enter Groundwater (Note ijNone) x 2I Location of Stormwater System (Include Culverts, Storm Sewers, Channels, and Swoles) Yes No LAND DISTURBING ACTIVITIES X 3A Location and Approximate Dimensions of All Disturbed Areas [i. e., Construction Limits] (Areas Where Vegetative Cover Will Be Preserved Should be Clearly DesignatesO x 36 Soil Stockpiles and or Borrow Areas (Show Locations or Note ijNone) Yes No EROSION AND SEDIMENT CONTROL MEASURES x 4A Sequence of When Each Measnre Will Be Implemented (Relative to Earth Disaurbing Activities) x 46 Monitoring and Maintenance Guidelines for Each Measure % 4C Perimeter Sediment Control Measures (Location, Construction Detail, Dimensions, and Specifications) X 4D Temporary Seeding (Specifications; Including Seed Mix, Fertilizer, Lime, and Mulch Rater) x 4E Temporary Erosion and Sediment Control Measures (Location, Construction Detail, Dimensions, and Specifications) x 4F Permanent Erosion and Sediment Control Measures (Location, Construction Detail, Dimensions, and Specifications) X 4G Storm Drain Inlet Protection (Location, Construction Detail, Dimensions, and Specifications) X 4H Stormwater Outlet Protection (Location, Construction Detail, Dimensions, and Specifications) X 41 Stable COnstrnetlOn Entrance (Location, Construction Detail, Dimensions, and Specifications) x 4J Erosion and Sediment Control on individual Building Lots (Specifications) X 4K Permanent Seeding (Specifications; Including Seed Mix, Fertilizer, Lime, and Mulch Rates) Revised 4 / 97 ~ EROS• AND SEDIMENT CONTROL~AN TECHNICAL REVIEW COMMENTS PROJECT: Saddle Creek Sec. 10 &ll Page 3 of 3 Note: A[l erosion and sediment control measures shown on the plans and referenced in this review must meet the design criteria, standards, and specifications outlined in the "/ndiana Handbook for frosion Control in Developing Areas"tram fire !ndiana Department of Natural Resources, Division of Soi[ Conservation or similar Guidance Documents. 4A. Provide a construction sequence unique to this site. The sequence should start at cunent site conditions. A sequence could contain the following items: • Install construction entrance • Evaluate existing erosion and sediment control practices and maintain where necessary. • Finish grade all swales, seed and install erosion control blankets in swales and pond banks. • Commence installation of storm and sanitary sewers. Install inlet protection as each inlet is installed. • Complete temporary seeding for disturbed areas. • Install curbs and complete paving of the streets. • Complete temporary seeding for disturbed areas. If the utility installation is to commence immediately, the seeding of 20' behind the curbs can be delayed until utilities are installed. • Permanent or temporary seed all disturbed areas at the completion of land development. • Maintain erosion and sediment control practices until the individual watersheds are stabilized. Cc: Carmel DOCS Ha. Co. Surveyor Ha. Co. Highway File CONSULTING ENGINEERS r L A N D S U R V E Y O R S R.M. Stoeppelwerth, PE, PLS • David 1. Stoeppelwerth, PE, PLS • Curtis [.Huff, PLS • Dennis D. Olmstead, PLS • Jeffory W. Darling, PLS July 8, 2003 ~ ~~ i ~ Department of Community Services One Civic Square Carmel; Indiana 46032 Attn: Jon Dobosiewicz Re: Dear Mr. Dobosiewicz: Saddle Creek, Section 12 64-03-SP h i_ ~,~.,r,,~n ~,f CC~~S Enclosed is 1 set of Construction Plans and Secondary Plats, which were revised per your comments in a letter dated May 14, 2003.. Those comments were addressed as follows: Secondary Plat 1. The source of title.instrument number was added to Sheet One. 2. .Copies of all review letters are enclosed. 3. The date of the submittal was revised. 4.' The dockef number was added to Sheet One. 5. The signature block w,as changed to the Board of Works. 6. -The surveyor signature and date will be provided with the mylar and 2 paper copies.., ~~ 7. An ingress/egress easement was added in the Common Areas that contain the path. 8. No passing blister is shown. All improvements turn lanes and tapers are shown on our side of Towne Road. 9. The detail of the sidewalk was revised to 5 feet. If you have any questions~concerning these revisions, please contact me at (317) 577-3410. Very truly yours, STOEPPEL~W~ERTH O IATES, INC. ~..~~'~-z" ~ . William A. Bryant Cc: Doug Elmore Dick Hill S:\42611 S 12\Agency 9940 Allisonville Road • Fishers, Indiana 46038-2005 • (3171849-5935 • 1-B00-728-6911 • FAl(:1317) 849-5942 reryded paper CONSULTING ENGINEERS LAND SURVEYORS R.M. Stoeppelwerth, PE, PLS • David J. Stoeppelwerth, PE, PLS • fortis (.Huff, PLS • Dennis D. Olmstead, PLS • Jeffory W. Darling, PLS July 8, 2003 Hamilton County Soil & Water 1108 South Ninth Street Noblesville, Indiana 46060 Attn: John South Re: Saddle Creek, Section 12 Dear Mr. South: Enclosed is 1 set of Construction,Plans, which were revised per your comments. Those comments are addressed as follows: 4A. A construction sequence was added per the current site conditions. 4F. The slope on the North side of Lake 1, where offsite flow enters the pond, is shown to be protected with a rock chute. 4K. Seeding is shown for all Common Areas. If you have any questions concerning these revisions, please contact me at (317) 577-3410. Very truly yours, STOEPPELWERTH & OCIATES, INC. /'/~n William A. Bryant Cc: Doug Elmore Dick Hill. Jon Dobosiewicz S:\42611s11\Agency 9940 Allisonville Read • Rshers, lndiano 46038-2005 • (317) 849-s935 • 1-800-728-6911 • fAX:1317) 849-5942 reryd¢d paper ,~ CONSULTING ENGINEERS LAND SURVEYORS R.M. Steeppelwerth, PE, PLS • David 1. Slaeppelwerth, PE, PLS • Curtis C. HuH, PLS • Dennis D. Olmstead, PLS • Jeffory W Derling,PlS REC July 8, 2003 ~0%S Hamilton County Surveyor . One Hamilton County Square Suite 188 Noblesville,, Indiana 46060 Attn: Jerry Liston Re: Saddle Creek; Section 12 Deaz Mr. Liston: Ericlosed is 1 set of Construction Plans and supporting documents, which were revised per your comments; dated April 14, 2003. Tliose comments were addressed as follows: Proceduraldfems 1. A petition to make the storm regulated was submitted with the original submittal. 2. Anon-enforcement permit with the appropriate check wasaubmitted with the original submittal.- 3. An Engineer's Estimate will be provided prior to the plan being stamped for construction. 4. Bonds will be submitted by the developer as requested. Construction Plans, ' 1. Sub-surface drain was added in the bottom of the dry: basin. 2. As discussed at the TAC meeting, the banks on the lakes.exist and there. is a sufficienteasement for access: - 3. A defined swats was showmacross CA #5 form the HP to .dry basin. 4, Emergency flood routing for Section 12 is shown: 5. Plans aze stamped "Approval Pending: Not for Construction." 9940 Allisonville Raod • Fishert, Indiana 46038-2005 • (3171649-5935 • 1-800-728-6911 • FAX: (3171849-5942 ~~ reryded popx Hamilton County Surveyor Jerry Liston July 8, 2003 Page 2 6. Copy of the Landscape Plan is enclosed. 7. A toe anchor was shown for the concrete end. section. If you have any questions concerning these revisions, please contact me at (317) 577-3410. Very truly yours, STOEPPELWERTH & ASSOCIATES, INC. William A. Bryant Cc: Doug Elmore Dick Hill Jon Dobosiewicz S:\42611S11\Agency CONSULTING ENGINEERS L A N G S U R V E Y O R S R.M. Stoeppelwerth, PE, PLS • David J. Staeppelwerth, PE, PLS • Curtis C. Huff, PLS • Dennis D. Olmstead, PLS • Jeffory W.~Darling, PLS July 8, 2003 ~~ RECFII~ED Carmel Water-Wastewater Utilities ,~~~, ~(i '~~; 130 First Avenue SW DOGS Carmel, Indiana 46032 Attn: Paul Pace Re: Saddle Creek, Section 12 Dear Mr. Pace: Please find enclosed 3 copies of the revised water plan, along with a CD-Rom as requested. Your revisions are as follows: 1. Valves were added between Lots 419 & 420 and Lots 408 & 409. Also, notes were added concerning the following: • Posi-caps of the equivalent are to be used. • Tracer wire must be installed with all water main laid in Carmel. If you have any questions concerning these revisions, please contact me at (317) 577-3410. Very truly yours, ST~OEPP/EL~WERTH & ~CIATES, INC. ~~! William A. Bryant Cc: Doug-Elmore Dick Hill Jon Dobosiewicz S:\426I1SI2\Agency 9940 Allisanville Road • Fishers, Indiana 46038-2005 • (3171649-5935 • 1-800-72R-6917 • FAX:13111649-5942 acyded~r i CONSULTING ENGINEERS LAND SURVEYORS R.M. Stoeppelwerih, PE, PLS • Dovid J. Stoeppelwerlh, PE, PLS • (urlis (.Huff, PLS • Dennis D. Olmstead, PLS • Jeffory W Darling, PLS July 8, 2003 Carmel City Engineer 1 Civic Square Carmel, Indiana 46032 Attn: Dick Hill Re: Saddle Creek, Section 12 Dear Hill: r~~c~ i1,~En Jail i~ ^r^{ DOGS Please find enclosed 1 set of Construction Plans, which were revised per a comment letter dated Apri123, 2003. Those comments were addressed as follows: General Information T. Acknowledged that this is your first review of this project.. 2. Acknowledged jurisdiction provided. 3. Acknowledged requirements piovided. 4. All comment letters, are being copied for your nse. Also, the required sets will be submitted for approval. 5. The installaflon of signs, irrigations systems, etc was noted on theplans that .they are to receive a Consent to Encroach Agreement with the City of Carmel. 6. Acknowledged that Carmel Utilities does notsubscribe to Holey Moley. 7. Acknowledged receiving the Subdivision Approval Procedures, Building Permits,,-Water and Sanitary Fees and Permit Dates: Bonding Renuirements 8. Performance guarantees that are required will be submitted by the developer. Availability and Connecfion Fees 9: All availability fees will' be provided by the developer: Project Comments Sheet 0200 -Site Development 1. A note was added concerning the installation of signs, walls, irrigation system, etc. in the dedicated right-of--way, that a Consent to Encroach Agreement with the City of Carmel is required. 2. All common areas are labeled along with. the appropriate easement designation. ~ 9940 Allisonville Rood • Hshers, Indiana 46038.2005 • (317) 849-5935 • 1-800-728-6917 • FA%: (317) 849-5942 ~ reryded peper Carmel City Engineer Dick Hill July 8, 2003 Page 2 3. The emergency flood route is shown between Lots 452-453 and 412-413. Also, at the rear of Lots 410-415. 4. The right-of--way along Towrie Road was labeled. 5. The existing lake was lined. 6. The asphalt path was relocated outside of Lots 397-400. 7. The area behind Lots 466, 465, etc and 438, 431, etc are common azeas. This area is grass with some having mounds. 8. The Swale in the common azea and detention basin was shown to have an underdrain installed. 9. The outlet of the end section of 862 is 907.00. 10. There is only one Swale shown in the dry basin area from Str 862 to Ex 833. 11. The Swale was placed in the common azea behind Lots 466-464 so that there is not a steep drop off at the reaz.of the lots and to provide the future homeowners a mice gradually sloped yard. 12. All homes in this section are to be front load garages per a diagram we received on the driveway locations.- 13. We have not placed an additional inlet at Lot 440, 439, because the high point is at the South end of Lot 440. Therefore, we feel that in this situation an additional inlet should not be required. 14. The pipe between Str 854-855 will go under the path. The path is not in at this location. 15. All homes in this section aze to be front load garages per a diagram we received on the driveway locations. 16. The asphalt path was shown as a different line type to distinguish between.the contour lines. 17. An additional storm structure was added at the reaz of Lots 436 and 437. Sheet C403 -Entrance Plan 18. The acceleration /deceleration lane was shown as follows: Acceleration Taper - 250 feet required (200 feet shown) Deceleratiori Lane - 100 foot decel required and shown - 150 foot taper required and shown 19. A passing blister was not shown. All improvements are being proposed on the East side of Towne Road. This is shown on Sheet C403 and along with a striping plan (Sheet C406). Due to right~of--way issues, we have only shown the acceleration taper to be 200 feet as stated above. If you have issues with the lanes as shown, please let me know. 20. Towne Road right-of--way was labeled. ~, r~ Carmel City Engineer Dick Hill July 8, 2003 Page 3 21. Grades were shown on the paths as requested. 22. The stop baz on Chariots Whisper Drive was shown 4 feet beyond the sidewalk ramp. 23. The slope on the ditch to the path is a max of 3:1 slope. In general, it is approximately 10:1 24. The 913 elevation is dimensional from the centerline of Chaziots Whispering Drive and Towne Road. 25. Lane markings were shown on Sheet C406. 26. The elevation of the pipe on the West side of Towne Road was labeled. The pipe is almost flat but does drain onto our site. 27. The pipe was extended to the ditch with an end section added. 28. Grades were shown between the path and Towne Road North of the entrance. 29. The water from the pipe drains to the East into the Existing lake. 30. Acknowledged. Sheet 404, 405 -Traffic Control Plan 31. A note was added that all traffic signs aze subject to final approval by the Carmel Street Department. 32. The single lane two-way traffic was removed. Sheet C500, C501, etc. 33. Where the sanitary sewer or storm sewer is within 5 feet of the pavement, granulaz backfill is shown. 34. The areas of full depth granular backfill were dimensioned on the profile. Sheet C801 -Construction Detail 35. We have left the Hamilton County Curb Stamp detail on this sheet as requested. Sheet C802 -Construction Details 36. The typical street cross sections was changed to a 5'-0"-wide sidewalk. All other details were revised accordingly. 37. The collector street cross section detail was removed. 38. All detail standards from the Hamilton County Highway Department remains. Secondary Plat 1. The ingress/egress easement in CA #6 is for the purpose of the path and access for lake maintenance. .~ Carmel City Engineer Dick Hill July 8, 2003 Page 4 2. The plat approval /signature was changed to the Carmel Boazd of Public Works and Safety. 3. The building line varies per the request of Cazmel Planning. This is also so houses are not lined up in a row. If you have any questions concerning these revisions, please contact me at (317) 577-3410. Very truly yours, STOEPPELWE TH & A SOC TES, INC. William A. Bryant Cc: Jon Dobosiewicz Doug Elmore S:W2611S12Wgency ,~ F. ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL Hamilton Connty Soil and Water Conservation District 1108 South 9'" Street, Noblesville, IN 46060 Phone:317-773-2181 or Email:john-south@iaswcd.org Date: June 24, 2003 Project Name: Saddle Creek Sec. 10 & I 1 Present at Site: John South, Hamilton Co. SWCD, This report was provided to: Mr. Doug Elmore. Platinum Development 9551 Delegates Row Indianapolis, IN 46240 Carmel DOCS Surveyor File TYPE OF EVALUATION: Initial X Routine ^ Follow-up^ Complaint This evaluation is intended to assess the level ojcompliance witG 327 /AC 1 S-S (Rule 5). 7t is also intended to identify areas where additional measures may be required to control erosion and sedimentation. Al/practices recommended in this report should be evaluated as to their jeasibi[ity by a qualified individual with structural practices designed by a qualified engineer. A[1 erosion and sediment control measures shall meet the design criteria, standards, and specifications outlined in Ure "/ndimm Handbook Tor Erosion Control in Develooine Areas" or similar euidance documents. Current Site Information: Site development is completed. Home construction is proceeding rapidly. The Following Items Have Been Evaluated and Assigned a Designation of: S =Satisfactory M =Marginal U =Unsatisfactory NA =Not Applicable Construction Site Management for Erosion and Sediment Control M (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and sedimentcontro] measures. na (2) Appropriate perimeter sediment control measures have been implemented. na (3) Conveyance channels have been stabilized or protected with appropriate sediment control measures. na (4) Erosion & sediment control measures are installed properly. U (5) Storm drain inlets have been adequately protected. na (6) Outlets have been adequately stabilized. S (7) Existing erosion & sediment control measures are being maintained. U (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil. U (9) Erosion & sediment control measures have been installed and maintained on individual building sites. Status of Sediment Retention On-Site ^ Site conditions present a high potential for off-site sedimentation. ^ There is evidence of off-site sedimentation. Describe: ^ Please Refer to the Comments Section of this Report Definitions Satisfactory: The item is currently in compliance with the Rule Marginal: A concern has been identified; corrective action is strongly recommended to remain in compliance Unsatisfactory: A violation has been identified and the site is not in compliance; corrective action is required Not Applicable: Does not apply at this stage of construction Revisea a iva ~ ON-SITE E•LUATION FOR EROSION AND SEDIMEI~ONTROL COMMENTS PROJECT NAME: Saddle Creek Sec. 10 & 11 Page 2 The items checked below must be corrected prior to -July 11, 2003 ,unless otherwise noted. Protect storm drain inlets: X curb inlets, ~ drop inlets Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, and others should be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls (e.g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked into the street shall be removed (do not flush with water) at the end of each work day. Erosion and sediment control practices are currently not installed on homes being constructed. Report PreparedBy: John B. South P.E. CPESC Revised 4 / 98 ON-SITE UATION FOR EROSION AND SEDIM CONTROL ~ 1n/~ Hamilton County Soil and Water Conservation Di _ ct (~3Sy 1108 South 91h Street, Noblesville, IN 46060 f,~ ~~1r', ~~(~~ Ph:317-773-2181 Fax:317-776-1101 ~~i i Date: ___~ / / J Project Name: ~~!!~(C ~~~L'/C ~~C Jz Present at Site: John South, Hamilton Co. SWCD, This Report Provided To: i7 G ~L HDP,E C'AQK~L ~DGt:SG PLAT/A/UK DEG7 .SUQit~''l12 9s s/ Ur'zEGArrESTl2ef:;1 F1L~ ~~Dtdf/Q Pt91.t JY 1. .tt - v~zyr? TYPE OF EVALUATION: O Initial ~C Routine ,~ Follow-up o Complaint This evaluation is intended to assess the level of compliance with 327IAC I S-S (Rule 5). It is also intended to identify areas where additional measures may be required fo control erosion and sedimentation. Afl practices recommended in this report should be evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engineer. All erosion and sediment control measures shat! meet the design criteria, standards, and specifications outlined in the "Indiana Handboatc far Erosion Control in Developing Areas"or simila//r guidance documents. ~ l / Current Sitelnformation: riNte c/ r 5 ;iLrG7C~ aS3 e-s/"'a ~~i361e.d See/ iC+1 15 A'/B "~'a,,(~/~C ~"K c orm tw~G/- ~n$ G ~ aCr c e,~f~ 3ce ~ ~ ~ ~ e~' e czre4 ~ J~ eP P - G' ~ A~G s r.~s e cs a c .ve~ r e~ The Following Items Have Been Evaluated and Assigned a Designation of: S =Satisfactory M =Marginal U =Unsatisfactory NA =Not Applicable Construction Site Management for Erosion and Sediment Control S M ~ NA (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and sediment control measures. tS~ M U NA (2) Appropriate perimeter sediment control measures have been implemented. S M ®NA (3) Conveyance channels have been stabilized or protected with appropriate sediment control measures. S M Q NA (4) Erosion d, sediment control measures are installed properly. r~~M U NA (5) Storm drain inlets have been adequately protected. S M ~ NA (6) Outlets have been adequately stabilized. S Q U NA (7) Existing erosion & sediment control measures are being maintained. S M U `..J (S) Public & private roadways are being kept clear of accumulated sediment or tracked soil. S M U ~ (9) Erosion & sediment control measures have been installed and maintained on individual building sites. Status of Sediment Retention On-Site ~, Site conditions present a high potential for off-site sedimentation. o There is evidence of off-site sedimentation. Describe: Please Reter to the Comments Section otthis Satisfactory: The item is currently in compliance with the Rule Marginal: A concern has been identified; corrective action is strongly recommended to remain in compliance Unsatisfactory: A violation has been identified and the site is not in compliance; corrective action is required Not Applicable: Does not apply at this stage of construction rtevised <i9a ON COMMENTS PROJECT NAME: ~'cc~d(e C'~-ce/C ~c>~ !t Page Z The items checl:ed below must be corrected prior to P45r .Oct. ~ ,unless otherwise noted. o Install an appropriate sediment control practice between construction areas and lower lying areas. o~ Replace/Repair silt fence and/or straw bale barriers. O Entrench silt fence (6-8 in.) and/or straw bale barriers (4 -6 in.) and stake straw bales. O Remove accumulated sediment from: O sediment traps/basins, O behind silt fence/straw bales. O around storm drain inlet protection devices, O streets and gutters {Do not flush with water) Temporary seed, fertilize, and/or mulch: c~ Permanent seed, fertilize, and mulch areas that are at final ~ ° grade: O Protect storm drain inlets: o curb inlets, O drop inlets O Reshape and stabilize sideslopes of : O sediment traps/basins, odetention/retention basins o Install/Maintain construction entrance(s): c~( Reshape and stabilize conveyance channels: O Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, and others should be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls (e.g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked into the street shall be removed (do not flush with water) at the end of each work day. O Other Requirements: Rc~~L+ed 1 / 9A This report submitted b~~: E~ VIA FAX: 849-5942 ' ~l~ Original by Mail May 14, 2003 William A Bryant Stoeppelwerth & Associates, Inc. 9940 Allisonville Rd Fishers, IN 46038 RE: Saddle Creek, Section 12, Secondary Plat Application Dear Mr. $ryant: This letter is the first in response to your Secondary Plat filing for Saddle Creek, Section 12. The following issues must be resolved prior to signature of the plat by the director: 4rrnnrlary Plat• 1. Place Source of Titie instrument number of Sheet One. 2. Forward a copy of the fmal review letters from City Engineering, Urban Forester, Co. Surveyor, and Soil and Water Conservation. 3. Correct the date of submittaUrevision; December 28, 2003 has not occurred yet. 4. Place Docket Number 64-03 SP on Sheet One. 5. Change Signature Block to Board of Public Works and Safety Members. 6. Place Surveyor's Signature and date on Plat. 7. Provide public pedestrian access easements in areas containing paths within common areas. ConcMirtinn Planc• - 8. Provide passing blister. If right-of--way can not be obtained pull improvements to east to allow fro left tum lane for south bound traffic into site. 9. Revise detail on sidewalk, 5' required. Please submit a revised Secondary Plat with the above-mentioned changes. Once these changes have been made and comments addressed, please produce a mylar copy for signature by this Department. Two paper copies of the plat must be filed with the mylar prior to recording. I will return the signed mylar to you for signature by the Carmel City Board of Works. Once recorded, our Department needs three paper copies and a mylar of the recorded plat. Our approval of the secondary plat (signature) will be forthcoming upon revision of the plans according to the items listed above. Sincerely, `~ Jan C. Dobosiewicz Planning Administrator Saddle Creek, Sec12-SPl.rtf Page 1 ONE CIVIC SQUARE CARbIEL, INDIANA 46032 317/571-2417 d : - EROSION AND SEDIMENT CONTROL, PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9"' Street, Noblesville IN 46060 Ph- 317-773-1432 or Email at john-south@iaswcd.org PROJECT NAME: SUBMITTED BY ~dleaCreelSt,Sec lei ~A William Bryant Stoeppelwerth & Associates 9940 Allisonville Road Fishers, IN 46038-2005 ~~ , v3 s~ Ditch Road Properties 9551 Delegates Row Indianapolis, IN 46240 317-818-2900 Contact- Tim Walter REVIEWED BY: John B. South P.E. Certified Professional in Erosion and Sediment Control PLAN REVIEW PROCEDURE: Site Visit Date: Plan Review Date: 4/29/03 LOCA'1'[ON: 141st Street and Town Rd. LEGAL DESCRIPTION: Sec.21 TOWNSH1P:18N RANGE: 3E CIVIL TOWNSHIP: Clay SOIL SURVEY MAP SHEET: On Map The technical review and comments are intended to evaluate the comp/eteness ojthe erosion and sedimen( control plan for the project. The erosion and sediment control plan submi(ted was not reviewed jot the adequacy of the engineering design. All practices included in the plan, as well as those recommended in the canmenls should be evaluated as to their,jeasibility by a yualifted individual with structural practices destgned by a yua[ified engineer. The plan has not been reviewed for local, state, ar federal permits that may be required to proceed with this project. Additional information, including design calculations may be requested to further evahtate [he erosion and sediment control plan. The erosion and sediment control plan has been reviewed and it has been determined that the plan: Satisfies [he minimum requirements and intent of 3271AC 15-5 (Rule 5). Notification will be forwarded [o the Indiana Department of Environmental Management. Refer to the comments section for additional information. X Does not satisfy the minimum requirements and intent of 327IAC IS-5 (Rule 5); deficiencies are noted in the checklist and in the comments section. Deficiencies constitute potential violations of the rule and must be adequately addressed for compliance. The information necessary to satisfy the deficiencies must be submitted: Proper implenrentation of the erosion and sediment control plan and inspections ojthe consrructlon site by tlae developer or a representative are necessary to minimize off--.rite sedimentation. The developer should be aware [hat unforeseen construction activities and weather conditions may effect the performance ofapractice or the erosion andsediment contralp/an. The plan must he a flexible document, with provisions to modify or sabrtitate practices as necessary. Revised 4 / 97 ~: PROJECT: Saddle Creek Se•12 • Page 2 of 3 ARE THE FOLLOWING ITEMS ADEQUATELY ADDRESSED ON THE PLANS ? (All Plans Must /nc[ude Appropriate Legends, Scales, and Nortlt Arrow) (![ems that ure Not Applicable to this Project are designnted by NA) Yes No PROJECT INFORMATION X 1 A Project Location Map (Show project itt relation to outer areas of the county) x 1B Narrative Describing the Nature and Purpose of the Project X 1C Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc. x 1D Lot and/or Building Locations x lE Landuse of Adjacent Areas (Show the Entire Upstream Wa[ershed'and Adjacent Areas Within 500 Feet of the Property Lines) Yes No TOPOGRAPHIC, DRAINAGE, AND GENERAL SITE FEATURES X 2A Existing Vegetation (Identify and Delineate ) x 2B Location and Name of All Wetlands, Lakes and Water Courses On and Adjacent to the Site x 2C 100 Year Floodplains, Floodway Fringes, and Floodways (Note if None) X 2D Soils Information (lflrydric soils are present, it is the responsibility of the owner/developer to investigate the existence ojwetlands and [o obtain permits jram the appropriate government agencies.) X 2E Existing and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns x 2F Locations of Specific Points Where Stormwater Discharge Will Leave the Site X 2C Identify All R¢CeiVing Waters (If Discharge is to a Separate Municipal Storm Sewer, Lden[~ the Name of the Municipal Operator and the Ultimate Receiving Water) x 2H Potential Areas Where Storm water May Enter Groundwater (Nate if None) X 21 Location of Stormwater System (/nclude Culverts, Storm Sewers, Channels, and Swales) Yes No LAND DISTURBING ACTIVITIES x 3A Location and Approximate Dimensions of All Disturbed Areas [i. e., Construction Limitsf (Areas Where Vegetative Cover Wi- Be Preserved Should be Clearly Designated) X 3B Soil Stockpiles and or Borrow Areas (Show Locations or Note ijNone) Yes No EROSION AND SEDIMENT CONTROL MEASURES x 4A Sequence of When Each Measure Will Be Implemented (Relative ro Earrh Disturbing Achvrties) X 4B Monitoring and Maintenance Guidelines for Each Measure x 4C Perim ter Sediment Control Measures (Location, Construction Detaid, Dimensions, and Specifications) X 4D Temporary Seeding (Specifications; /ncluding Seed Mix, Fertilizer, Lime, and Mulch Rates) x 4E Temporary Erosion and Sediment Control Measures (Location, Construction Detail, Dimensions, and Specifications) x 4F Permanent Erosion and Sediment Control Measures (Location, Construction Detail, Dimensions, and Specifications) X 4G StOrm Drain Inlet Protection (Location, Construction Detail, Dimensions, and Specifications) X 4H Stormwater OUtlet Protection (location, Construction Detail, Dimensions, and Specifications) x 4I Stable Construction Entrance (Locatdon, Construction Detail, Dimensions, and Spectftcations) x 4J Erosion and Sediment Control on Individual Building Lots (Specifications) x 4K Permanent Seeding (Specifications; Including Seed Mix, Fertt[izer, Lime, and Mulch Rates) Revised 4 / 97 .; 1 G ` ERO~N AND SEDIMENT CONTR~LAN TEC~INICAL REVIEW COMMENTS PROJECT: Saddle Creek Sec. 10 &11 Page 3 of 3 Note: AU erosion and sediment control measures shown on the plnns and referenced to (lets review must meet the design criteria, standards, and specifications outlined in the "/ndianu Hgndhook for Erosion Control in Developing Areas"from the Indiana Department of Natural Resources, Division of Soil Conservation or similar Guidance Documents. 4A. Provide a construction sequence unique to this site. The sequence should start at current site conditions. 4F. Protect slope on north side of Lake #1 where offsite flow enters pond. 4K. Seeding is not shown for all common areas. Cc: Carmel DOCS Ha. Co. Surveyor Ha Co. Highway File Dobosiewicz, Jon C From: Babbitt, Pamela A Sent: Monday, April 07, 2003 1:10 PM To: Brewer, Scott I; Dobosiewicz, Jon C; Hollibaugh, Mike P; Lillig, Laurence M; Pattyn, Dawn E Subject: new file a': a~ addle Greek ectipdarydP_lat Ditch Road Properties 317-818-2900 RECEIVED APR 2 2003 April 1, 2003 Mr. William A. Bryant Stoeppelwerth & Associates, Inc. 9940 Allisonville Road Fishers, IN 46038-2005 RE: addl 2 o Number: 42611 Dear Mr. Bryant: I have received and reviewed the information for the above-mentioned project. At the present time, I see nothing in the plans that would hamper law en- forcement 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 lali)571-2500 f --~i j ~i ~3 i~: A Nationally Accredited?L=d `:Enforcement Agency .. ~ y_u3 ~~~ I'ea 1517) 571_2oi2 LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone(31~ 849-5935 FAX (31'n 849-5942 DATE: March 26, 2003 JOB NUMBER: 42611 TO: Consoer Townsend Envirodyne Eng. 7102 Lakeview Parkway West Drive Indianapolis, Indiana 46268 ATTENTION: Ron Lauritsen RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans with Plat 1 Allocation Letter 1 Engineer's Certification 1 Permit Application THESE ARE TRANSMITTED as checked below: [ X ]For Approval [ X ] For Your Use REMARKS: [ ] As Requested [ 1 William A. Bryant Cc: Jon Dobosieiwicz Doug Elmore Jay Alley [ X ]For Review and Comment LETTER OF TRANSMITTAL DATE: STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31~ 849-5935 FAX (31'n 849-5942 March 26, 2003 TO: Hamilton County Surveyor One Hamilton County Square Suite 188 Noblesville, Indiana 46060 ATTENTION: Jenny Chapman RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courser [ ] Other: JOB NUMBER: 42611 COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans with Plat 1 Check No. ln'~lo~- for $150.00 1 Non-Enforcement Easement 1 Petition Regulated Drain 1 Set Storm Computations with Exhibits THESE ARE TRANSMTI'TED as checked below: [ X ]For Approval [ X ] For Your Use REMARKS: [ ] As Requested [ 1 William A. Bryant [ X ]For Review and Comment Cc: Jon Dobosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AOisonville Road Fishers, Indiana 46038 2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 26, 2003 TO: Hamilton County Highway Department 1700 South 10`" Street Noblesville, Indiana 46060 ATTENTION: Staff Engineer /Steve Broermann RE: Saddle Creek, Section 12 WE ARE SEiVDING YOU [ X ] UPS [ ] Courier [ ] Other: JOB NUMBER: 42611. COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans with Plat 1 Application for Project Review 1 Check No. ln'.~in 1o for $900.00 THESE ARE TRANSMTTTED as checked below: [ X ]For Approval [ X ] For Your Use REMARKS: [ ] As Requested [ [ William A. Bryant [ X ]For Review and Comment Cc: Jon Dobosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 26, 2003 JOB NUMBER: 42611 TO: Clay Regional Waste District 10701 North College Avenue Suite A Indianapolis, Indiana 46280 ATTENTION: Jay Alley RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ $ ] UPS [ ] Courier [ ] Other: COPIES SHEET NO. DESCRIPTION 2 Sets Construction Plans with Plat 1 Engineer's Certification 1 Allocation Acceptance Letter 1 Sanitary Sewer Project Application 1 Permit Application 1 List of Affected Persons Labels THESE ARE TRANSMITTED as checked below: [ ]For Approval [ X ] For Your Use REMARKS; Cc: Jon Dobosieiwicz Doug Elmore [ 1 As Requested [ ] [ ]For Review and Comment William A. Bryant LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 26, 2003 TO: Hamilton County Soil & Water 1108 South Ninth Street Noblesville, Indiana 46060. ATTENTION: John South RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] O[her: JOB NUMBER: 42611 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ]For Approval [ J As Requested [ X ] For Your Use [ _ ] REMARKS: [ X ]For Review and Comment William A. Bryant Cc: Jon Dobasieiwicz . Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone(31'n 849-5935. FAX (31'n 849-5942 DATE: March 26, 2003 TO: Carmel Engineering 1 Civic Square Carmel, Indiana 46032 ATTENTION: Dick Hill RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ]Other: JOB NUMBER: 42611 COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans with Plat 1 Set Storm Computations THESE ARE TRANSMITTED as checked below: [ X ]For Approval [ ] As Requested [ X ] For Your Use [ ] REMARKS: [ X [For Review and Comment William A. Bryant Cc: Jon Dobosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisanville Road Fishers, Indiana 46038-2005 Phone (31'n 849-5935 FAX (31'n 849-5942 DATE: TO: ATTENTION: RE: March 26, 2003 Office of Fire Marshall 2 Carmel Civic Square Carmel, Indiana 46032 Gary Hoyt Saddle Creek, Section 12 JOB NUMBER: 42611 WE ARE SENDING YO~f [ X ] UPS [ ] Courier [ ] Other:- COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMTTTED as checked below: [ X J For Approval [ ] ~ As Requested [ X ] For Your Use [ J REMARKS: " Cc: Jon Dobosieiwicz Doug Elmore [ X ]For Review and Comment William A. Bryant LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31'n 849-5935 FAX (31'n 849-5942 DATE: March 26, 2003 . TO: Carmel Communications 31 First Avenue NVV Carmel, Indiana 46032 ATTENTION: Bill Akers RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] aes [ ] Courier [ ] other: JOB NUMBER: 42611 COPIES SHEET DESCRIPTION NO. - 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: J X ]For Approval [ ] As Requested ~ X ] For Your Use [ J REMARKS: [ X ]For Review and Comment William A: Bryant ,. Cc: Jon Dabosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31'77 849-5935 FAX (31'1) 849-5942 DATE: March 26, 2003 TO: Carmel Clay Schools -, 5185 East 131` Street Carmel, Indiana 46033 ATTENTION: Ron Farratid RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: JOB NUMBER: 42611 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X [For Approval [ ] As Requested [ X ] For Your Use [ - ] REMARKS: [ X ]For Review and Comment William A. Bryant Cc Jon Dobosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31'n 849-5935 FAX (31'n 849-5942 DATE: March 26, 2003 TO: Carmel Clay Parks 1055 Third Avenue SW Carmel, Indiana 46032 ATTENTION: Todd Snyder RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] O[her: JOB NUMBER: 42611 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMTTTED as checked below: [ X J For Approval [ ] As Requested [ X ] For Your Use [ ] REMARKS: [ X ]For Review and Comment William A. Bryant Cc: Jon Dobosieiwicz Doug Elmore . LETTER OF TRANSMITTAL STOEPPELWERTA & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31'n 849-5935 FAX (31'n 849-5942 DATE: March 26, 2003 TO: Cinergy PSI 1441 South Guilford Carmel, Indiana 46032 ATTENTION: Dean Groves RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] other: r JOB NUMBER: 42611 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ]For Approval [ ]-As Requested [ X j For Your Use [ ] REMARKS: j X ]For Review and Comment William A. Bryant Cc: Jon Dobosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31'n 849-5935 FAX (31'n 849-5942 DATE: March 26, 2003 TO: Vectren Energy 15900 Allisonville Road Noblesville, Indiana 46060 ATTENTION: Chuck Shupperd RE: Saddle Creek, Section 12 vVE ARE SENDING YOU [ X ] UPS [ ] courier [ ] Other: JOB NUMBER: 42611 COPIES. SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ]For Approval [ ] As Requested [ X ] For Your Use [ ] REMARKS: [ X ]For Review and Comment William A. Bryant Cc: Jon Dobosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 AWsonville Road Fishers, Indiana 46038-2005 Phone (31'n 849-5935 FAX (31'n 849-5942 DATE: March 26, 2003 TO: PSI Cinergy 1441 South Guilford Street Carmel, Indiana 46032' ATTENTION: Ron Booher RE: Saddle Creek, Section 12 WE ARE SENDING YOU . [ X ] UPS [ ] Courier [ ] Other: JOB NUMBER: 42611 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X j For Approval [ ] As Requested [ X j For Your Use [ REMARKC; [ X [Far Review and Comment William A. Bryant Cc: Jon Dobosieiwicz Doug ELnore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31'n 849-5935 FAX (31'n 849-5942 DATE: TO: ATTENTION: RE: March 26, 2003 Carmel Postmaster 275 Medical Drive Carmel, Indiana 46032 Tom Skolak Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: JOB NUMBER: 42611 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X J For Approval [ ] As Requested [ X ] For Your Use [ [ REMARKS: [ X ]For Review and Comment William A. Bryant Cc: Jon Dobosieiwicz Doug Elmore LETTER OF TRANS]VIITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisanville Road Fishers, Indiana 46038-2005 Phone (31'>) 849-5935 FAX (31'n 849-5942 DATE: March 26, 2003 TO: Office of Police Chief Three Civic Square Carmel, Indiana 46032 ATTENTION: Michael Fogarty RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: JOB NUMBER: 42611 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X J For Approval [ ] As Requested [ X ] For Your Use [ ] REMARKS: William.A. Bryant [ X ]For Review and Comment Cc: Jou Dobosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 26, 2003 TO: Carmel City Utilities 130 First Avenue SW Carmel, Indiana 46032 ATTENTION: John Duffy RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courtu [ ] Other: JOB NUMBER: 42611 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: ~ X ]For Approval [ ] As Requested ( X ] For Your Use ~ ] REMARKS: William A. Bryant ~ X ]For Review and Comment Cc: Jon Dobosieiwicz Doug Elmore _ LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31'1) 849-5935 FAX (31'>) 849-5942 DATE: March 26, 2003 JOB NUMBER: 42611 TO: Carmel Water-Wastewater Utilities 130 First Avenue SW Carmel, Indiana 46032 ATTENTION: Paul Pace RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] courier [ ] Other: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ]For Approval [- ]~ As Requested [ X ] For Your Use [ ] REMARKS: Cc: Jon Dobosieiwicz Doug Elmore [ X ]For Review and Comment William A. Bryant LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone(31'n 849-5935 FAX (31~ 849-5942 DATE: March 26, 2003 TO: Jones & Henry 2420 North Coliseum Boulevard Suite 214 Ft. Wayne, Indiana 46805 ATTENTION: Brian Houghton RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: JOB NUMBER: 42611 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ]For Approval [ ] As Requested [ X ] For Your Use [ [ REMARKS: Cc: Jon Dobosieiwicz Doug Elmore [ X ]For Review and Comment William A. Bryant LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Alliso¢ville Road Fishers, Indiana 46038-2005 Phone (317) 849-5935 FAX (317) 849-5942 DATE: March 26, 2003 JOB NUMBER: 42611 TO: Hamilton County Health Department One Hamilton County Square Suite 30 Noblesville, Indiana 46060 ATTENTION: Jason Lemaster RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other. COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ]For Approval [ ) As Requested [ X ]For Review a¢d Comme¢t [ X ] For Your Use [ ] REMARKS; William A. Bryant Cc: Jon Dobosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31'n 849-5935 FAX (31'n 849-5942 DATE: March 26, 2003 TO: Hamilton County Local Emergency 1717 Pleasant Street Suite 100 Noblesville, Indiana 46060 ATTENTION: Robert Hendricks RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Other: JOB NUMBER: 42611 COPIES SHEET DESCRIP'T'ION NO. 1 Set Construction Plans with Plat TI~SE ARE TRANSMITTED as checked below: [ X ]For Approval [ J As Requested [ X ] For Your Use [ ] REMARKS: [ X ]For Review and Comment William A. Bryant Cc: Jon Dobosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES; INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31~ 849-5935 FAX (31~ 849-5942 DATE: March 26, 2003 JOB NUMBER: 42611 TO: Department of Community Services 1 Civic Square Carmel, Indiana 46032 ATTENTION: Scott Brewer RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] ueS [ ] Courier [ ] other: COPIES SHEET DESCRIPTION NO. 1 Set- Construction Plans with Plat 1 Landscape Plan THESE ARE TRANSMITTED as checked below: [ X ]For-Approval [ ] As Requested [ X ] For Your Use [ ] REMARKS: [ X ]For Review and Comment William A. Bryant Cc: Jon Dobosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone(31'n 849-5935 FAX (31'n 849-5942 DATE: March 26, 2003 TO: Deputy Building Commissioner One Civic Square Carmel, Indiana 46032 ATTENTION: Jeff Kendall RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ] Omer: JOB NUMBER: 42611 COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X j For Approval [ ] As Requested ' [ X ] For Your Use [ ] REMARKS; [ X J For Review and Comment William A. Bryant Cc: Jon Dobosieiwicz Doug Elmore LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 9940 Allisonville Road Fishers, Indiana 46038-2005 Phone (31'n 849-5935 FAX (31'n 849-5942 DATE: March 26, 2003 JOB NUMBER: 42611 TO: Time Warner Cable 3030 Roosevelt Avenue Indianapolis, Indiana 46218 ATTENTION: Jeff Farmer RE: Saddle Creek, Section 12 WE ARE SENDING YOU [ X ] UPS [ ] Courier [ ]Older: COPIES SHEET DESCRIPTION NO. 1 Set Construction Plans with Plat THESE ARE TRANSMITTED as checked below: [ X ]For Approval ] ] As Requested [ X J For Your Use [ ] REMARKS: [ X ]For Review and Comment William A. Bryant Cc: Jon Dobosieiwicz Doug Elmore