Loading...
HomeMy WebLinkAboutCorrespondenceRe: Al Salam Islamic Life Center Soccer Field Mock Up Conn, Angelina V <Aconn@carmel.in.gov> Wed 5/8/2024 2:51 PM To:Zain Akbar <zain.akbar@yahoo.com> Bcc:Jordan, Alex <ajordan@carmel.in.gov>;Thomas, John G <jthomas@carmel.in.gov> Zain - Thank you for the additional responses. I will add a copy of this email conversation to Laserfiche online, to docket nos. 19090001 SUA and PZ-2021- 00014 TAC, related to the Islamic Life Center. Please continue to work with the Carmel Engineering Dept. to gain approvals for the leveling of the dirt. Sincerely, Angie Conn, AICP I Planning Administrator Carmel Planning & Zoning Dept. - DOCS 3rd Flr., 1 Civic Sq., Carmel, IN 46032 0:317-571-2417 1 W: carmeldocs.com From: Zain Akbar <zain.akbar@yahoo.com> Sent: Tuesday, May 7, 2024 3:01 PM To: Conn, Angelina V <Aconn@carmel.in.gov> Subject: Re: Al Salam Islamic Life Center Soccer Field Mock Up Hi Angie, I apologize for my delayed response to your message as I was out of town this past week. Thank you for your update and I am glad that The Planning Staff meeting went well. We will be in touch with John Thomas in the Carmel Engineering Dept. regarding leveling and earthwork moving forward. As for your comments/concerns, I can respond to them now. We will be sure to use the driveway and future ILC parking lot to address all parking needs related to sports on the leveled field. On the residential parcel, there is a barn and 2 garages where we can store the goals when not in use by our youth. If the field ever starts to get more intense use and we would want to improve even more on that land, we will be sure to return to the BZA for Special Use Amendment approval. Please let me know if there is anything else you would like for me to address. Thank you again, Zain On May 1, 2024, at 11:47AM, Conn, Angelina V <Aconn@carmel.in.gov> wrote: Hello, Zain - The Planning Staff meeting went well. In general, we can be supportive of the proposed temporary sports field, but a few questions/comments came up that we need written responses to, please: • Parking needs to occur on the driveway and on the future ILC parking lot. • Where will the goals/nets be stored when not in use? • If the sports field starts to get more intense use, with matches and tournaments, wanting to add bleachers, port-o-potties, snack stands, lighting, etc., then you will have to come back before the BZA for Special Use Amendment approval. For now, Planning Staff is okay with you only needing to gain approval from the Carmel Engineering Dept. for leveling the ground and doing earthwork (working with John Thomas). Please let me know if you have any additional questions or concerns. Sincerely, Angie Conn, AICP I Planning Administrator Carmel Planning & Zoning Dept. - DOCS 3rd Flr, 1 Civic Sq., Carmel, IN 46032 0:317-571-2417 1 W: carmeldocs.com From: Zain Akbar <zain.akbar@yahoo.com> Sent: Monday, April 29, 20241:28 PM To: Conn, Angelina V <Aconn@carmel.in.gov> Subject: Re: Al Salam Islamic Life Center Soccer Field Mock Up Hello Angie, As always, thank you so much for your response and I apologize for bringing it up again after you having already given me so much information. I appreciate being willing to bring up this topic when you meet with the Planning Director this Wednesday. I would just like to emphasize again that this would hardly be considered a proper sports field, especially not any time in the near future. As of right now, our only vision for the field is for it to be leveled out and the youth of our community can play on it which would include soccer and football, just like they would in Coxhall Gardens, and with no additional structures like bleachers except for portable goals with nothing being permanently placed in the ground. As for your question regarding parking, because it isn't planning on being a field that would attract a lot of attention from our community, we would use the current drive way and asphalt on the property for parking and once the mosque is finished we would also use that parking as well. But the most amount of people I would expect to use that field for pick-up sports would be 20 youth at most and about 10-12 cars. I hope that this email was clarifying and that I was able to sufficiently address any questions or concerns you had with parking. Thank you again for your time and willingness to find the information to address my questions Please let me know if you need any more information from me. Thank you, Zain On Apr 29, 2024, at 10:09 AM, Conn, Angelina V <Aconn@carmel.in.gov> wrote: Good morning, Zain - We have a staff meeting this Wednesday afternoon with the Planning Director, and I can bring this up again... Other churches/places of worship had to go through similar BZA review/approval processes with their sports fields and athletic fields... Please also let me know what the parking situation would be. Would the parking lot to the south be used for this sports field use, too? Or would there be a need for an additional parking area? And, would use/programming be occurring in the place of worship building at the same time as the sports field? Sincerely, Angie Conn, AICP I Planning Administrator Carmel Planning & Zoning Dept. - DOCS 3rd Fir., 1 Civic Sq., Carmel, IN 46032 0:317-571-2417 1 W: carmeldocs.com From: Zain Akbar <zain.akbar@yahoo.com> Sent: Friday, April 26, 2024 4:35 PM To: Conn, Angelina V <Aconn@carmel.in.gov> Subject: Re: Al Salam Islamic Life Center Soccer Field Mock Up Hi Angie, Sorry for yet another message, but I did receive a question from our youth community members who wanted to ask one more clarifying question. I have been relaying everything we discussed with some community members so that everyone is in the loop and they are a little surprised by the scope of what needs to be done just for a field to play soccer on, so they just wanted me to state plainly that the term soccer field may be being misinterpreted. Our vision of a "soccer field," is mainly just leveling the land we spoke about, setting up 2 portable soccer nets, and then playing soccer there. We don't have any intention of putting up lights, bleachers, or any other structure. I spoke with John Thomas, as you recommended, and he stated that simple landscaping improvement such as leveling could be done easily as long as we receive a storm water permit, after that we can start making those improvements. If we were to do this and then some of our youth started playing soccer and other sports on that leveled land, would that be a problem and cause any concern from the city? Ultimately, we just want that land to be leveled so that our youth can run on it without any risk of twisting an ankle. I apologize again for repeatedly emailing you about the same topic and I greatly appreciate everything you have been able to inform me on of thus far. Zain On Apr 26, 2024, at 2:43 PM, Zain Akbar <zain.akbar@yahoo.com> wrote Hello Angie, I greatly aprpeciate all of the information you were able to gather for me! I will review these documents and forward your message to the proper people so that we can get this underway. If any questions or concerns come up during this process, I will be sure to reach out to you or Joe Shestak. Thank you, Zain On Friday, April 26, 2024 at 02:30:06 PM EDT, Conn, Angelina V <aconn@carmel.in.gov> wrote: Good afternoon, Zain - It has been confirmed that adding a soccer field to 14138 /14120 Shelborne Rd. will require Special Use Amendment approval from the BZA (Board of Zoning Appeals.) Listed below is some information related to that public hearing process: • For reference only, attached is a Handout about the Special Use process, which contains a checklist, instructions, affidavit, etc.However, the official creation and filing of the Application must be done on the online application portal. Then, a few days after that, you or whomever is listed at the ProjectDox/ePlan contact person will get invited to the project via email and will also receive an Applicant Upload task. That is where you/they will upload things such as an aerial photo, site plan, photometric/lighting plan, signage plan, grading & drainage plan, parking plan, findings of fact, etc. (ProjectDox is our online plan review software.) • As part of the process and timeline, you will need to send plans to all Technical Advisory Committee -TAC Members for review and comment, per their plan receipt preferences on the TAC Members list. You will not be required to attend any TAC meeting; you will just work with each TAC member, individually, to gain review comments and approvals. • Please refer to the BZA webpagg which contains things like the Calendar. Flowchart of the Process, and more. • Listed below is a tentative timeline for the next available BZA meeting: June 24 Regular BZA meeting timeline filing deadline 5/10/2024 Fri., by 5pm deadline for public notice legal ad to be sent to The Current in Westfield (so that it prints on Tues. June 4) 5/24/2024 Fri. by 5pm public notice deadline for mailings to be mailed / sign to be posted 6/4/2024 Tues., by 5pm fees/info packet due - agenda released 6/14/2024 Fri., by Noon dept. report issued/ proof of notice due 6/19/2024 lWed., by Noon BZA meeting 6/24/2024 IMon., 6:00pm This should be enough to get started. Please let Joe Shestak (Planner II) or me know if you have any additional questions. Sincerely, Angie Conn, AICP I Planning Administrator Carmel Planning & Zoning Dept. - DOCS 3rd Flr, 1 Civic Sq., Carmel, IN 46032 0:317-571-2417 1 W: carmeldocs.com From: Zain Akbar <zain.akbar@yahoo.com> Sent: Friday, April 26, 2024 12:54 PM To: Conn, Angelina V <aconn@carmel.in.gov> Subject: Re: Al Salam Islamic Life Center Soccer Field Mock Up Thank you so much for your response and for the information that you provided me! I will be sure to reach out to John and get his input on leveling out the field. Also, when you do hear back from Carmel Legal Dept. pleease let me know, so that if there is a Zoning Board approcal that is needed, we can get that under way as soon as possible. Thank you again, Zain On Friday, April 26, 2024 at 09:46:15 AM EDT, Conn, Angelina V <aconn@carmel.in.gov> wrote: Good morning, Zain - I saw your other email from this morning, but I want to respond to your question from your Wednesday email, too. I heard that you spoke with another Planner about that, and that she referred you to speak with John Thomas in the Carmel Engineering Dept. about moving and levelling out dirt. I agree with that.. Here is John's contact info if you need it: jthomas@carmel.in.gov and (317) 571-2441. Sincerely, Angie Conn, AICP I Planning Administrator Carmel Planning & Zoning Dept. - DOCS 3rd Flr., 1 Civic Sq., Carmel, IN 46032 0:317-571-2417 1 W: carmeldocs.com From: Zain Akbar <zain.akbar@yahoo.com> Sent: Wednesday, April 24, 202412:42 PM To: Conn, Angelina V <Aconn@carmel.in.gov> Subject: Re: Al Salam Islamic Life Center Soccer Field Mock Up Hi Angie, Thank you so much for your email and all the information that you were able to provide for me. Please keep me updated on what Carmel Legal Dept. says on the matter. In the meantime, would we be allowed to simplyjust level that area of our land so that it can be a safer area for our community members to walk on given how uneven the field is? Please get back to me when you have the chance. Thank you, Zain On Apr 24, 2024, at 10:25AM, Conn, Angelina V <Aconn@carmel.in.gov> wrote: Good morning, Zain - Thank you for your email. This site is zoned residential, and there is a BZA Special Use approval for the southern parcel, for the place of worship land use (with commitments). I have contacted the Carmel Legal Dept. to seek guidance on what approval route you will need to take for this proposed soccer field. Once I hear back from them, I will let you know what they say. I have a feeling that you will need a BZA Special Use Amendment approval (which involves another public hearing in front of the Board of Zoning Appeals). And, you might need a BZA variance for the sports field being located in front of the buildings. In the meantime, please note that there is a major gas pipeline easement that runs diagonally through the site, where you want to place the soccer field. Thank you for your patience. <image.png> Sincerely, Angie Conn, AICP I Planning Administrator Carmel Planning & Zoning Dept. - DOCS 3rd Flr., 1 Civic Sq., Carmel, IN 46032 0:317-571-2417 1 W: carmeldocs.com From: Zain Akbar <zain.akbar@yahoo.com> Sent: Monday, April 22, 2024 4:13 PM To: Conn, Angelina V <aconn@carmel.in.gov> Subject: Al Salam Islamic Life Center Soccer Field Mock Up Hello, My name is Zain Akbar and I am reaching out to you on behalf of the At Salam Foundation. On our Islamic Life Center lot, located on the North-West corner of 141st St and Shelbrone Rd, we would like to level a portion of our land so that it may be used as a soccer field for our youth to use. I spoke with a member of the cities Planning and Zoning Office who recommended that I submit a sketch of what we would like to do with the land to see if we could receive administrative approval or if we would require a permit. Attached below is a quick sketch that was made to give the city an idea of what we would like to do with the land. In summary, the land currently is uneven and not fit for any activities, so we would like to make the land level, paint soccer field lines on it, and then set up 2 goals and soccer barrier nets with no plans of making any large structures. Please let me know if you require any more inforamtion regarding this and you can feel free to reach back to me at this email or call me at 317-989-5994. Thank you so much for your time and consideration. Zain Akbar <IMG 0362.JPG> 7Centon C. Ward, czar Suite 199 Surveyor of .Hamilton County One 31amilton County Square �P6one (317) 776-9495 Noblesville, Indiana 46o6o-2230 (Fax (3r7)776-96s8 2/17/2021 Veridus Engineering RE: Islamic Life Center We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on January 22nd, 2021, for this project and have the following comments: 1. The project falls in the incorporated area and MS4 jurisdiction of the City of Carmel. 2. The proposed project DOES NOT fall in a Carmel Wellhead Protection Zone. 3. The proposed project falls in the Little Eagle Creek Regulated Drain Watershed. 4. I have uploaded the drainage calculations for Overbrook Farm to the "drainage" tab in projectdox. Please verify that the subdivision that this development is connecting to has adequate capacity to receive the altered flow of stormwater. As for the Albany Place Subdivision, our records have the as-builts but not the calculations. I would recommend contacting Stoeppelwerth and Associates as they were the engineering firm that drafted the plans for Albany Place, 5. Please submit an outlet connection permit for the indirect connection to the Little Eagle Creek Regulated drain. I have uploaded the application in the "correspondence" tab in projectdox along with this review letter. Once completed, you may email the application to surveyor a hamiltoncoun , .in.gov. 6. Please note, additional comments may be warranted at a later date. Should you have any questions, I can be reached at samuel.clark@hamiltoncounty.in.gov Sincerely, Sam Clark Plan Reviewer City of Carmel Concrete Curb Policy December 13, 2006 Page 1 of 8 1) General A) The work subject to the requirements of this policy shall include the production, hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right-of-way. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer’s construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. City of Carmel Concrete Curb Policy December 13, 2006 Page 2 of 8 K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at the pre-construction meeting. M) Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N) Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. O) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2) Foundation A) General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. City of Carmel Concrete Curb Policy December 13, 2006 Page 3 of 8 (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C) Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. City of Carmel Concrete Curb Policy December 13, 2006 Page 4 of 8 ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Concrete Curb A) General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate City of Carmel Concrete Curb Policy December 13, 2006 Page 5 of 8 Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. Freeze protection admixtures shall not be utilized under any circumstances. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling/delivery, placing, installation, jointing, curing, finishing and miscellaneous/ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling/delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. B) Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C) Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications with the exception that placement operations shall not begin until the ambient temperature is 50ºF and rising. Placement operations shall be discontinued when the ambient temperature is descending and is 50ºF or below. At the discretion of the Engineer, concrete may be placed at ambient temperatures less than noted above provided that placement, jointing, finishing and curing operations conform to Sections 502.11 and 702.11 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii) Under no circumstances shall concrete curb be placed between December 15 and March 30. iv) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for City of Carmel Concrete Curb Policy December 13, 2006 Page 6 of 8 the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D) Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(c) and 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E) Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10-feet or less; 5-foot or less along radii. Joints in integral curb and sidewalks shall be located at the same location as the joints in the adjoining sidewalk. Joints shall be sawed to a minimum depth of 1/3 the depth of each segment of the curb (02/07/14). iii) Preformed expansion joints shall be placed at intervals of 50-feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip-formed City of Carmel Concrete Curb Policy December 13, 2006 Page 7 of 8 concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 7-days prior to commencing backfilling operations adjacent to the concrete curbing (02/07/14). G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48- hours in advance of such proofrolls. D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G) Such inspections shall not be construed to relieve the developers’ engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods City of Carmel Concrete Curb Policy December 13, 2006 Page 8 of 8 of construction, nor for safety on the job site. H) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor’s expense. I) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. City of Carmel Right-of-Way Paving Policy November 2, 2005 Page 1 of 8 1) General A) The work subject to the requirements of this policy shall include the production, hauling/delivery, spreading, finishing, compaction and other work necessary to prepare foundations, install aggregate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or proposed right-of-way for roadways, auxiliary lanes and asphalt multi-use paths. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer’s construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. City of Carmel Right-of-Way Paving Policy November 2, 2005 Page 2 of 8 K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2) Foundation A) General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section City of Carmel Right-of-Way Paving Policy November 2, 2005 Page 3 of 8 203 of the Standard Specifications. C) Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of the Aggregate Base. D) Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. ii) Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications. iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. City of Carmel Right-of-Way Paving Policy November 2, 2005 Page 4 of 8 ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. City of Carmel Right-of-Way Paving Policy November 2, 2005 Page 5 of 8 ii) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. iv) Equipment for HMA operations, including but not limited to production, hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v) Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi) Widening operations shall comply with the following: (1) The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section. (2) The existing pavement adjacent to the widening area shall be sawcut to a clean edge. (3) The subgrade in the widened area shall be compacted in accordance with this policy. (4) Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B) Preparation i) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement. City of Carmel Right-of-Way Paving Policy November 2, 2005 Page 6 of 8 vii) Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C) Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 45°F (7°C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed by Section 402.16 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade. iii) Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard HMA placement, spreading and finishing. D) Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03(c) of the Standard Specifications. ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii) All areas showing an excess or deficiency of binder shall be removed and replaced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced. E) Joints City of Carmel Right-of-Way Paving Policy November 2, 2005 Page 7 of 8 i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F) Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard Specifications immediately after the mixture has been spread and finished. ii) Rollers shall not cause undue displacement, cracking, or shoving. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48- hours in advance of such proofrolls. D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. E) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2”) in any course or total thickness from the pavement section indicated on the approved construction documents. F) Such inspections shall not be construed to relieve the developers’ engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. G) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor’s City of Carmel Right-of-Way Paving Policy November 2, 2005 Page 8 of 8 expense. H) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. I) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. INSTRUCTIONS FOR OUTLET PERMIT REQUESTS HAMILTON COUNTY SURVEYOR’S OFFICE KENTON C. WARD, SURVEYOR 1. Request shall be made to the Hamilton County Surveyor’s Office. 2. Request shall be made on standard form only, completely filled out with: a. Name of Drain. b. Parcel number of property involved. c. Project name (if none then put individual’s name). d. Name & address of owner/contractor. e. Specifications of the outlet shall include calculations; if required, size of the drain, length of the drain, and gradient of the 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 drain material, point of connection, lot lines, buildings, physical features, platted easements/rights-of-way, and any other information required by the Surveyor’s Office. g. Copy of warranty deed (if property has transferred in last 60 days). 3. The form must be signed by the applicant or an agent of the applicant. 4. Checks or money orders are to be made payable to the Hamilton County Treasurer. Fees are as follows: a. Individuals $ 75.00/Outlet b. Subdivisions, Commercial projects and Utilities $150.00/Outlet c. Indirect (subdivision & commercial projects) $150.00/Outlet 5. Permit fee is a non-refundable review fee. Name of Drain: __________________________ Project Name:__________________________ Parcel Number: _________________________ Township: _____________________________ Applicant’s Name:________________________ Property Owner:_______________________ Address:________________________________ Property Address:______________________ ________________________________________ ______________________________________ Phone:(____)_____________________________ Phone:(____)___________________________ E-mail:__________________________________ E-mail: _______________________________ Contractor- Installer: _____________________________________________________________ Address: ________________________________________________________________________ Phone:(____)______________________ E-mail:________________________________ Purpose of Private Tile: ___________________________________________________________ Size of Tile: _____________ Type of Tile: _____________ Length of Tile: _____________ Number of Outlets: _____________ Location of Outlet: _______________________________________________________________ Will private tile cross property not owned by the applicant?_____________________________ If yes, list parcel numbers, names and addresses of those that will be crossed: ________________________________________________________________________________ ________________________________________________________________________________ I hereby request permission to outlet a private drain into the above mentioned regulated drain. The construction shall conform to the standards of the County Surveyor at the point of connection with the regulated drain. A location map of the drain is attached showing the location of the regulated drain, private drain, point of connection, lot lines, buildings and other physical features, and platted easements and right-of-ways. This request is made as per I. C. 36-9-27-17. ___________________________________ _____________________________________ Applicant’s Signature Date Check Title: Owner:______ Contractor:______ Engineer:______ Tenant:______ Other:______ ***For Office Use Only*** Permit#:_________________ Plan Project Number: ________________ Check:_____________ Engineering Firm: ____________________________ OUTLET REQUEST HAMILTON COUNTY SURVEYORS OFFICE One Hamilton County Square, Suite 188 Noblesville, Indiana 46060 317-776-8495 fax: 317-776-9628 Revised May 2014 Carmel, Indiana - ILC 7/15/2021 Engineers Opinion: Islamic Life Center Construction Estimate Site Identification:ILC City:Carmel Material Asphalt Concrete Grass Earth Material Use Road Curbs Island/Lawn Grading Linear Ft.-1862 lf -- Cubic Yard ---1,015 cy Area (sf)16,725 sf -13,764 sf Utility Extension Estimate Scope Total Qty Unit Unit Cost Total Cost Cont./General Conditions -12%-$25,603.13 Mobilization - 5% - $7,683.21 Common Excavation 4,000 sy $4 $16,000.00 Clear and Grub 10,000 sf $1 $10,000.00 Asphalt Base Course 556 ton $85 $47,260.00 Asphalt Surface Course 253 ton $95 $24,035.00 #53 Stone1 820 ton $50 $41,000.00 Concrete Curb 1,862 lf $20 $37,240.00 Erosion Control & Seeding2 13,764 sf $0.30 $4,129.20 Sub-Total:$212,950.54 Total Estimate: $212,951 This estimate does not include any land acquisition for easements, or additional infastructure that may be required. This estimate is solely an engineers opinion estimate and should be modified in accordance with the final design. 1Quantified assuming 50 sf/ton of stone @ 6" depth converted for 8" depth. 2Estimates the seeding/erosion control of the median and the additional area outside the road perimeter assumed effected by earthwork and grading. CITY OF CARMEL STORMWATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS SWPPP for Construction Sites: 1. 14 Digit Watershed Hydrologic Unit Code 2. Name of all receiving waters If the discharge is to a municipal separate storm sewer, identify the ultimate receiving water 3. Estimate of peak discharge for post construction conditions (10-year) 4. Locations of specific points where stormwater discharge will leave the site. 5. Locations where stormwater may be directly discharged into groundwater, such as abandoned wells or sinkholes 6. Soils map of the predominant soil types including: a. Soil legend with descriptions of each soil type b. Brief description of how the site has accommodated the existing soil limitations 7. Description of potential pollutant sources associated with the construction activities 8. Temporary and permanent stormwater quality measures: a. Location b. Dimensions c. Detailed specifications d. Construction details e. Monitoring and maintenance guidelines 9. General construction sequence Each plan should contain multiple stormwater pollution prevention measures. All measures will not be installed at the same time. Various measures will be installed at different times throughout the construction process. Some will be installed prior to land disturbance, and others may not be installed until work at the site progresses to an area where they are necessary. Each proposed measure should be identified in the sequence as to when it is to be installed in relation to the land disturbing activities. 10. Location of proposed soil stockpiles, borrow, and/or disposal areas These areas shall be included as part of the plans whether they occur on or off site. 11. Temporary and Permanent surface stabilization methods appropriate for each season Provide application rates for soil amendments and seed mixtures, as well as, the type and application rate for mulch. 12. Erosion and sediment control specifications for individual building lots 13. Material handling, storage, and spill prevention plan a. List of expected materials that may be present on the site during construction operations b. Written description of how these materials will be handled to minimize the potential of entering the storm sewer system c. Procedures for the contractor to take if any spills occur during construction. 14. Contact information for the trained individual responsible for stormwater pollution prevention for the project site a. Name b. Address c. Telephone number d. E-mail address e. List of qualifications 15. Current revision date on all sheets Revised 3/5/07 CITY OF CARMEL STORMWATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS SWPPP for Post-Construction: 1. Description of potential pollutant sources associated with the proposed land use. 2. Post-construction stormwater quality measures: a. Location b. Dimensions c. Sizing calculations d. Detailed specifications e. Construction details 3. Sequence describing stormwater quality measure implementation Description of when the proposed post construction stormwater quality measures will be installed in relation to the general construction sequence. 4. Stormwater quality measures to be implemented to prevent or minimize adverse impacts to stream and riparian habitats 5. An operation and maintenance manual for all post-construction stormwater quality measures: a. A brief description of what a water quality BMP is and does. b. Contact information for the BMP owner i. Name ii. Address iii. Telephone number iv. E-mail address c. A statement that the BMP owner is responsible for all maintenance and costs associated with the BMPs d. A right-of-entry statement allowing the City of Carmel to inspect and maintain the BMP as necessary e. A description of each BMP f. Specific actions to be taken regarding routine maintenance, remedial maintenance, and sediment/pollutant removal: i. Sediment/pollutant removal procedures should be explained in both narrative and graphical forms. ii. Guidance on routine maintenance, such as mowing, litter removal, woody growth removal, etc. iii. Guidance on remedial maintenance, such as inlet replacement, outlet work, etc. iv. A tabular schedule should be provided listing all maintenance activities and dates for performing the these required activities v. Who will actually be charged with maintaining the BMPs (maintenance staff, waste disposal company, etc.) g. Site drawings showing: i. Locations of the BMPs ii. Locations of the access easements to maintain the BMPs iii. Locations of the points of discharge for stormwater treated by the BMPs iv. Cross sections of BMP features h. Requirements regarding the submittal of annual inspection reports to the City of Carmel Engineering Department. The first report is due one year after construction is completed, with subsequent reports due each year within the same month of the initial report. If there are any deficiencies found during the inspection, these should be addressed. If the inspection report is not received within the month it is due, if there are deficiencies which were not included in the report, or if any deficiencies included in the report are not addressed in a timely manner, the BMP owner faces enforcement action from the City. Revised 3/5/07 Owner Acknowledgement Agreement (“Agreement”) For good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the undersigned owner (“Owner”) hereby submits this Operation and Maintenance Manual (“Manual”) to the City of Carmel, Indiana (“City”) as a written acknowledgement of Owner’s warranty and agreement to institute, maintain, and follow the water quality Best Management Practices (“BMPs”) listed below, and to follow and abide by the inspection schedule and maintenance activities listed in this Manual. The Owner also hereby agrees to provide, at Owner’s cost, all additional maintenance, repair, and/or replacement services reasonably necessary to maintain the function and longevity of the BMPs from and including the date this Agreement is executed by Owner to and including the date on which a new Agreement is filed with the City by another party who assumes all of the obligations and responsibilities of Owner as set forth herein. BMPs: ___________________________________________________ ___________________________________________________ ___________________________________________________ _______________________________ ________________________ Owner Signature Date _______________________________ ______________________________ Printed Name Company STATE OF INDIANA ) ) SS: COUNTY OF HAMILTON ) BEFORE ME, the undersigned, a Notary Public in and for said County and State, personally appeared _________________________________ Owner subscribed and sworn before this ____ day of __________________, ________. ______________________________ ______________________________ County of Residence Signature ______________________________ Commission Expiration Date ______________________________ Printed Name