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HomeMy WebLinkAboutSanitary Sewer Application_01-16-19-` APPLICATION FOR SANITARY SEWER CONSTRUCTION PERMIT PER 327 IAC 3 S STATE FORM 53159 IRS 19-15) Indiana Department of Environmental Management Office of Water Quality - Mall Code 6542 Facilities Construction Section 100 North Senate Avenue, Room N1255 Indiana oils IN 46204-2251 INSTRUCTIONS: p 1. This form must be filled out completely. 2. Additional pages (attachments following this form) are part of this application form and must be filled out completely. 3. Submission ofplam and specifications is part of the application. 4. Submit the application Porn, additional pages, plans and specifications to the above address. 5. If you have any quesiOns regarding this application, call IDEM'a Office of Water quality at (317) 232-5579 Name John McKenzie Name David J. Stoeppelwerth Name of ergani atlon Homes by John McKenzie Name of company Stoeppelwerth &Associates, Inc. Address (number and street, ckg state, and ZIP code) Address (number and street city, state, and ZIP code) 4631 Lisborn Drive 7965 East 106th Street Address(numberandstmet, city, state, and Z#Rcode) Address(numberendstreet, city, state, and ZlP code) Carmel, Indiana 46033 Fishers, Indiana 46038 Telephone number Telephone number ( 317 ) 574-7616 ( 317 ) 849-5935 NAME • LOCATION OF •••• Name The Hamlet at Jackson's Grant, Section 2 A. Sanitary Sewer Design Summary Farm: [� Yes Locafion(Referenced to two existing streets) B. Capacity Certification/Allocation Letter:[ y] Yes West side of Spring Mill Road approximately 1,000' North of Location C. Certification of Registered Engineer or Land Surveyor 116th Street. Letter: 0 Yes Location D. Plana and Specifications: [ayes City E. Identification of Potentially Affected Persons Carmel (see note below): [Wes on F. Mailing Labels for Potentially Affected Persons: mYes Note Regarding item (E) above: Fully identify all persons, by name and acidness, who may be potentially affected by the issuance of this permit, such as adjoining landowners, persons with a propriety interest, andforpersons who have expressed concern ormterest in the proposed facility Under IC 4-21.5-3-5, IDEM Is required to notify potentially affected persons of its perm/t decision. - APPLICATIONPERMIT • CONSTRUCTION, EXPANSION, •- MODIFICATION (Check all that apply) ! A. Municipal Collection Facility: ❑Yes SRF Funding: ❑Yes ®No B. Semipublic Collection Facility: ❑Yes C. New facility: ❑Yes D. Expansion or modification of existing facility: Oyes CERTIFICATION AND SIGNATURE Application is hereby made for a Permit to authorize the activities described herein. I certify that I am familiar with the information contained in this application and to the best of my knowledge and belief such information is true, complete and accurate. Printed name of person signing Title David J. Stoeppelwerth Professional Engineer Sign of app' an January 6( 201 §day yead Plea refer to IC 13-30.10 for penalties of submission of false information' Pan of State Form 53159 (R3 / 9-15) Dear Applicant: To complete your construction application, you must submit all of the necessary items. If your application materials are incomplete, you will be sent a deficiency notice, and your application will be retained for 60 days. If the information is not received within the 60 day period your application will be denied due to incompleteness. You can get a copy of this application package on the Internet at: http:/Aw .in.gov/idem/cleanwater/2430.htm. Please complete the following steps (only one copy of the requested documents needs to be submitted): • Request that the utility to which you will be connecting your gravity sewer or force main complete the attached Capacity Certification/Allocation Letter. • A completed Certification of Registered Professional Engineer or Land Surveyor Letter must be completed by the professional engineer or land surveyor who designed and stamped the plans. A copy of this letter is attached. • Complete all the information on the sewer design summary and certify it with a professional engineer's stamp (or land surveyor's stamp for gravity sewer projects), signature and date. • Sign and date the application form and fill it out completely. Municipal projects must be signed by an authorized official. Others, such as private projects, can be signed by the owner or a representative. • Submit one set of plans with profiles and bedding details. Every page must be stamped and signed by a professional engineer (or land surveyor for gravity sewer projects). • List all potentially affected parties. This list should include: officials of affected counties, cities or towns; adjacent property owners; and all other potentially affected parties, their names and mailing addresses. A competed set of mailing labels with the mailing code of 65-42FC listed above each party on each label is required. A copy of the mailing labels with one set of mailing labels will need to be submitted. • Please be advised that if your project will disturb one (1) or more acres of land area, coverage under 327 IAC 15-5 (Rule 5) is required. Rule 5 is the General Permit for Storm Water Runoff Associated with Construction Activity. You can review the Storm Water web site for information at: hltp://www.in.gov/idem/stormwater and/or contact the Permits Coordinator at 317/233-1864 for more information. Please send construction applications to: Indiana Department of Environmental Management Office of Water Quality- Mail Code 65-42 100 North Senate Avenue, Rm N1255 Indianapolis, IN 46204-2251 Attention: Facility Construction and Engineering Support Section Telephone: 317/232-5579 327 IAC 3.5.5 Wastewater Construction Permit Fees (There are currently no fees required for Sewer Projects, either private or public). Page 2 of 9 Part of State Form 53159 (R3 / 9-15) SANITARY SEWER DESIGN SUMMARY Design Flow Number of units 1 bedroom apartments 200 gpd/unit gpd 2 bedroom apartments 300 gpd/unit gpd 22 Single family homes 310 gpd/unit 8 820 gpd Commercial lots gpd gpd gpd Total average flow 6,820 gpd Peaking factor 14.29 Peak flow 129,257.8 gpd .n ur Sewer ?��� j'tSTEq "•:���° Z�JQ NO.�+�'° 19358 STATE OF 99 �..�A'gANP 00 r' (Pamp,si ature and date) 18 9819 522 ft. 8 -inch SDR -35 PVC (sewer type) ft. 10 -inch_ ft. 522 ft. Total length of sewer The new sewer will be connected to an existing 10,. -inch diameter sanitary sewer approximately 65' (referenced to two existing streets) Ztest of Spring Mill 69' North of 11 Sth Lift Station Type (wet/dry, submersible, wet -well mounted, etc.) Number of pumps Capacity of pumps gpm TDH RPM HP Back-up power source or pumping El Yes El No Average wet -well detention time Audio/visual alarm with self-contained power supply or telemetry system Force Main feet of -inch (type) Force main discharge elevation Wastewater Treatment Wastewater treatment will be provided by I TnCo Regional Sewer Utility Inspection I Maintenance Inspection during construction will be provided by TriCo Re Tonal Sewer Utility Maintenance after completion will be provided by TriCo Regional Sewer Utility Page 3 of 9 Part of State Form 53159 (R3 / 9-15) CAPACITY CERTIFICATION/ALLOCATION LETTER This form must be filled -out in its entirety. Name of applicant Homes by John McKenzie Name of applicant representative John McKenzie Name of project The Hamlet at Jackson's Grant, Section 2 CERTIFICATION I, , representing the , in my capacity (Name of lnCNltlueo (Name of municipality or utility) as have the authority to act on behalf of the (Title) (Name ofmumcipaidy or utility) certify that I have reviewed and understand the requirements of 327 IAC 3 and that the sanitary collection system proposed, with the submission of this application, plans and specifications, meets all requirements of 327 IAC 3. 1 certify that the daily flow generated in the area that will be collected by the project system will not cause overflowing or bypassing in the collection system other than NPDES authorized discharge points and that there is sufficient capacity in the receiving water pollution treatmenticontrol facility to treat the additional daily flow and remain in compliance with applicable NPDES permit effluent limitations. I certify that the proposed average flow will not result in hydraulic or organic overload. I certify that the proposed collection system does not include new combined sewers or a combined sewer extension to existing combined sewers. I certify that the ability for this collection system to comply with 327 IAC 3 is not contingent on water pollution/control facility construction that has not been completed and put into operation. I certify that the project meets all local rules or laws, regulations and ordinances. The information submitted is true, accurate, and complete, to the best of my knowledge and belief. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Gallons per day (Total Average Flow for Project) 6,820 Wastewater treatment plant (Name of W WTP) TnCo Regional Sewer Utility Sewers (Owners of sewers) TriCo Regional Sewer Utility Signature Date signed (month, day, year) (P/ease refer to IC 13-30-10 for penalties of submission of false information-) Page 4 of 9 Part of State Form 53159 (R3 19-15) CERTIFICATION OF REGISTERED PROFESSIONAL ENGINEER OR LAND SURVEYOR LETTER This form must be filled -out in its entirety. Name of applicant Homes by John McKenzie Name of applicant representative John McKenzie Name of project The Hamlet at Jackson's Grant, Section 2 CERTIFICATION David J. Stoeppelwerth , representing the project applicant, in my capacity as a registered (Name of maivlduag professional Engineer 19358 certify the (Enginaerorl nd Surveyor) (Inotana registration number) following under penalty of law: The design of this project has been performed under my direction or supervision to assure conformance with 327 IAC 3 and the plans and specifications require the construction of said project to be performed in conformance with 327 IAC 3-6. The peak daily flow rates, in accordance with 327 IAC 3-6-11 generated from within the specific area that will be collected by the proposed collection system that is the subject of the application, plans, and specifications (when functioning as designed and properly installed), will not cause overflowing or bypassing in the same specific area serviced by the proposed collection system other than from NPDES authorized discharge points. The proposed collection system does not include new combined sewers (serving new areas) or a combined sewer extension to existing combined sewers. The sewer at the point of connection is physically in existence and operational. Based upon information provided by the owner of the Wastewater System, the ability for this collection system to comply with 327 IAC 3 is not contingent on downstream water pollution/control facility construction that has not been completed and put into operation. The design of the proposed project meets applicable local rules or laws, regulations and ordinances. The information submitted is true, accurate, and complete, to the best of my knowledge and belief. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Gallons per day (Total Average Flow for Project) 6,820 Wastewater treatment plant (Name of WA7P) TnCo Regional Sewer Utility Sewers (Owners of sewers) TdCo Regional Sewer Utility Si ature Data signad (month, day, year) January 16, 2019 (Please refer to IC 13-30-10 for penalties of submission of false information,) Page 5 of 9 ParI >r t= pre r .... SANITARY SEWER SUBMISSION CHECKLIST 1. Application (Only one copy of these documents needs to be submitted.) Check here A. Applicant's name and address R1 B. Applicant's Engineer: company name, engineer's name, address, telephone E6 C. Name and location of proposed sanitary sewer (� D. Type of collection facility the project will connect to (municipal or semipublic) qj E. Signature of applicant or authorized agent including date signed m 2. Sanitary Sewer Design Summary Check here A. Design flow m 1. Multiply number of units by recommended average flow for that type of unit. Refer to 327 IAC 3-6-11 design flow rate requirements for collection systems and water pollution treatment/control facilities. This is a section of the Article 3 Administrative Code and is available on the internet at www.in. ov/1 islativ iac/T03270/A00030.PDF. ✓ 2. Total all average flow and enter total average flow ✓ 3. Enter peaking factor. If peaking factor and factor is unknown, a factor of 4 is usually sufficient, however, an exact factor may be calculated from the following equation: Peaking factor = 18 + (Square root of P1 Whom P is the population in thousands 4+S uare root ofP ✓ 4. Multiply total average flow by peaking factor and enter product as peak flow t/ B. Gravity sewer length and type. Please include the length, diameter, and type of sewer pipe with applicable SDR and ASTM / AWWA s cificationa and a of bedding. C. Certifier's seal. Sanitary Sewer Design Summary should be sealed and signed by a registered professional engineer or a land surveyor if no lift station is involved. D. Connection Point 1. Diameter of existing sewer at connection point (unless connection paint is at a lift station) 1/ 2. Location of connection point relative to an intersection of two (2) streets, i.e. so many feet west and so so many feet north of the intersection of street A and street B ✓ E. Lift station: enter all proposed lift station information, or enter N/A if no lift station is involved. (If an existing lift station is being directly affected, enter existing lift station information and specify that it is an existing lift station and include its current load). ❑ 1. Number and capacity of pumps. 2. Provide design calculations for TDH and wet -well detention time. 3. Provide pump and system curves. 4. Specify highest elevation in the farce main. 5. Specify force main length, diameter and material (ASTM /AWWA and SDR), and bedding. 6. Specify an audio and visual alar with self contained power supply and telemetry. 7. Specify nature of back-up power source or pumping for lift station, if any. F. Waste treatment: enter the name of semipublic or municipal treatment facility which the project will be connecting to. If there is more than one treatment facility in the municipality or sanitary district, please specify which one. G. Inspection/Maintenance: please specify name of company, individual or parry responsible for inspection during the construction of the project and maintenance of the proiect after construction is complete. 3. Capacity certification/allocation letter Check here This certification must be filled out in its entirety by the municipality or utility which conveys and treats the flow. 4. Plans and specifications Check In A. Every page of the plans should be signed and sealed, as well as the cover page for any specifications. [a 1. Professional engineers who are registered within the state of Indiana are eligible to certify plans and specifications for all types of pro'acts. 2. A land surveyor who is registered within the state of Indiana may certify plans and specifications for gravity t sanity sewers onl and may not certify cans and s eo licalions involvino lift stations and force mains. ✓ Page 6 of 9 Part of State Foran 53159 (R3 / 9-15) 4, Plans and specifications (continued) Check here B. The following items are usually necessary for proper technical review of sanitary sewers and lift stations: m 1. Plan view of the sewers including minimum ten foot horizontal separations of sewer and water mains, and connection pint of the emposed sanitary sewer. Location of all drinking water wells to be shown. ✓ 2. Profile view of the sewers including: slope, invert elevations, existing grade, proposed grade, distances from manhole to manhole, existence of special features, and a minimum of 18 -inch vertical separation of sewer ✓ and water mains. 3. Where applicable, details of all appurtenances including manholes, drop manholes, inverted siphons, etc. �/ 4. Bedding details for installation of Sanitary Sewer/Farce Main: a. Rigid pipe: shooltl be class A, B or C as tlescribed in ASTM C 12. b. Flexible pipe: should be Gass I, II, or III as described in ASTM D 2321 5. Minimum three foot cover depth above the Crown of the sanitary sewer force main. ✓ 6. Automatic Air Relief valves to be placed at all relative high points in the force main to prevent air locking. 7. Mechanical joints should be specifietl for all aerial, over or lake crossings. Note: construction within a floodway (river, lake, etc.) must receive approval from Intliana Department of Natural Resources, Division of Water. ✓ 5. A list of names and addresses of all persons or parties who may be potentially affected by the Issuance of this project. Check here A. The applicant must take full responsibility for proper identification of all potentially affected persons or parties. B. The following are the minimum recommendations made as to who shoultl be included in this list: 1. All landowners adjacent to the property where the proposed construction is to occur. 2. All persons with a substantial and direct proprietary interest in the issuance of this permit, such as, nearby businesses that could have their business in some wav affected bv the issuance of this Construction Permit. 3. Anyone who is known to have expressed concern or an interest in this particular project or projects in this sipeciffic area. 4. Anyone else whom the applicant may feel that might be potentially affected by the issuance of this permit. 5. The Application form must be signed and dated by the applicant or a duly authorized agent. Please note that this checklist is only designed to expedite the review process by assisting the applicant in submission for sanitary sewer construction permits, and in no way is intended to replace the technical review ✓ process, nor is it a substitute for the actual Construction Permit. Page 7 of 9 Part of State Form 53159 (R3 ) 9-15) IDENTIFICATION OF POTENTIALLY AFFECTED PERSONS Please list any and all persons whom you have reason to believe have a substantial or proprietary interest in this matter, or could otherwise be considered to be potentially affected under law. Failure to notify a person who is later determined to be potentially affected could result in voiding our decision on procedural grounds. To ensure conformance with Administrative Orders and Procedures Act (AOPA), please list all such parties. The letter on the opposite side of this form will further explain the requirements under the AOPA. Attach additional names and addresses on a separate sheet of paper, as needed. Name Name Please see attached list. Address (number andsbeet) Address (numberandsbcet) City city State ZIP code State ZlP code Name Address (number and sheet) city State ZIP code Name Atldreas (numbe,.ndh n City State ZIP code Name Address (number and street) City State ZIP code Name Address (number and street) City State 21P code Name Address (number and street) city State ZIP code Name Address (number and sbeet) City State ZIP code CERTIFICATION I certify that to the best of my knowledge I have listed all potentially affected parties, as defined by IC 4-21.5-3-5. Proposed facility name The Hamlet at Jackson's Grant, Section 2 City Carmel Printed name of person signing County David J. Stoeppelwerth Hamilton Sign= pate (month, dav, yaat) y019 Janutrry 16,f Page a of 9 Part of State Forrn 59159 (R3 ; 9-15) IDENTIFICATION OF POTENTIALLY AFFECTED PERSONS (CONTINUED) To: Applicant Subject: Identification of Potentially Affected Persons The Administrative Orders and Procedures Act (AOPA), IC 4-21.5-3-5, requires that the Indiana Department of Environmental Management (IDEM) give notice of its decision on your application to the following persons: Each person to whom the decision is specifically directed, Each person to whom a law requires notice be given. IC 13-15-3-1 requires IDEM to provide notice of receipt of a permit application to the following: 1. The county executive of a county affected by a permit application, 2. The executive of a city affected by a permit application, 3. The executive of a town council of a town affected by a permit application. Under IC 13.15-3-1 (b) IDEM is requesting information necessary to provide such notice to the appropriate officials. Attention: Since June 17, 1999, mailing labels are required to be submitted with your project. Having these labels with your application is helpful to you as well as our office. These mailing labels need to have the names and addresses of the affected parties along with our mailing code (which is 65- 42FC) listed above each affected party listing. For Example: 65-42FC JOHN DEERE 111 CIRCLE DR YOUR CITY IN 44444 Page 9 of 9