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Home My WebLink AboutSewer Permit-JG 291-DurvasulaProject WO Project Name Project Developer Lift Station Treatment Plant Parcel Acreage EDU in Gallons 641928663 Section Number Jacksons Grant Sec. 2 Lot Number SCM Development Address Number 26 Jacksons Grant Address 2 MIX Street 0.4 City 310 Zip Code County 0.0� guilder 0.00 150.0o Phone Number 19o&.ao Owner 0.0o phone Number O.DO 2058.00 Occupant Phone Number Local Sewer Charge - District Contribution Plan Review and Inspection Application Fee EDU Fee Interceptor Fee OtherFees Fees Due Invoice Number 2 291 1175 Westvale Dr Carmel 46032 Hamilton Executive Homes 317-843-2700 PLEASE NOTE: Installation of building sewer shall be per the specifcations of the TriCo Regional Sewer Utility (see reverse) and any conditions noted below. All installations shall be inspected by TriCo personnel during "open trench" phase and before bac�lling with stone to twelve inches above the pipe. NO footing or foundation drains, or other sources of ground or stormwater, shall be permitted to enter TriCo's sanitary sewer system. TriCo will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be responsible for damages to TriCo's sewer system. This includes damages to manholes, castings, manhole lids and the like; caused by construction activity on the building site which is the subject of this permit. Inspections by TriCo are MANDATORY and shall be arranged by contacting TriCo's office at 844-92�0 24 hours in advance. All new construction will be placed on billing two months after connection has been made or when water is connected, whichever comes first. "he building has: Grease Trap Grease Interceptor Grit Interceptor Grinder Station Water Service Maln ID: Manhole IDs USMH YES Lid Elevation First Floor Elevatlon Carmel Utilities I easement Elevation Calculation is based on both Manhole Lid Elevations antl the elevafion o/tha First Floor JG894JG614 JG-894 JG-814 DSMH 865.15 � 868.78 ,� a�oso � s�o.so ��/ 860.50 � 860.50 " 5.35 1.72 Ft. Per Ordinance 9-13-99 and the elevations provided, the subslructure shall be plumbed by: Ejector Pump Only Co currently requires that an I&I inspection is peRormed and a Certificate of Compliance is issued prior to occupancy / 5�,� sale of a properrty. Please review attached I/I Permit. A�holes shall remain accessible at all times. Buried manholes will be conected by the Developer/Owner. The proper class of cleanout must 6e installed every 100 feet of lateral pipe measured from sewer main to structure. The terms of the conditfonal pertnit, If any, are Iisted helow. Plans have been submitted. All fees have been paid. No certificate of insurance required. . No additional permits required. No manhole wre pertnit required. The facility is not classified as a FOG facilitv. (Notes) 6y signing below, I attest that I am familiar witli the Builder / Owner Signature �j Printed Name Approved By and agree to accept responsibility for all work done under this permit. Phone Numh �--� Permit is valid f�r Of�E-YEAR from the date issued. Permit valid only with TriCo Slab Foundation Crawl Space Basement 107D1 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.trico.eco Residentia! SANITARY SEWER PERMIT 999913485 Permit Type Final Subdivision Jacksons Grant SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. Only one building may connect to the sewer main per lateral unless otherwise approved by TriCo. 2. Foundation drains, sump drains, downspouts and other storm water drains shall never be connected to the sanitary sewer. Site dewatering systems shall never be discharged to the sanitary sewer. 3. The existing sewer line from the b�ilding to the septic tank may only be reused if it is located under a building addition, patio, porch or paved driveway, and the line passes an air test that is observed by TriCo. Contact TriCo for more information about air testing requirements. The property owner is responsible for testing costs. 4. TriCo shall inspect all new laterals orlateral repairs in their entirety. Final connection to the sanitary sewer must be observed by Trico. The property owner or contractor must notify TriCo prior to bac�lling. Inspections must be scheduled at least 24 hours in advance. If an inspection fails and subsequent inspections are required, or if the contractor is not on site for the scheduled inspection, a$100 fee will be assessed and must be paid prior to scheduling the reinspection. 5. Septic system contents or effluent shall never be discharged to the sanitary sewer. Be advised that your county health department regulates septic systems. Upon connection to sanitary sewer, a septic tank must typically be abandoned, pumped clean, and filled completely with earthen material. Contact your county health department for more information on septic system and abandonment requirements, and to notify the department of any abandonment. 6. The following materials are acceptable for use in gravity sewer lateral installation or repair: PVC pipe: SDR 35 or SDR 26, ASTM D3034, 6" diameter PVC pipe, pressure rated: SDR 21, ASTM D2241, 6" diameter PVC restrained joint pipe for directional drilling: CertaFlo Greenline SDR 21, ASTM D2241, 6" diameter All gasketed joints shall meet ASTM D3212 All fittings shali be SDR26 or better Ductile iron mechanical joint fittings with proper hardware SDR 26 gasketed repair sleeves or Indiana Seal shear guard Femco and similar flexible couplings are only accepta6le in certain circumstances and shall not be used without prior approval from TriCo Cleanouts: 6" threaded PVC caps Bedding: Use #8 crushed stone or fractured face aggregate The following materials are acceptable for use in low-pressure sewer lateral installation or repair: HDPE pipe for directional drilling: DR 11 IPS, 125" diameter, PE4710 Connections shall be made via electrofusion or using polypropylene or stainless steel compression fittings Electrofusion high volume tapping tee, rated 200 psi, PE4710 1.25" IPS full port 1/4 tum fusible PE ball valve, rated 200 psi Threaded swing check valve, 316 stainless steel, rated 200 psi Contact TriCo for acceptable pump station materials, equipment, pumps and other requirements 7. For gravity and low-pressure systems, the line leaving the huilding shall not exceed 3' in length before a cleanout must be added and the line is transitioned to 6" diameter SDR 35 PVC pipe. Glued joints are not allowed after 3'. No additional glued fttings are allowed behveen the building and the transitionfcleanout. For all gravity lines, cleanouts shall not be spaced more than 100' apart behveen the building and the sewer main. See TriCo's standard drawings for more information on cleanout installation. 8. Bedding material shall be placed from at least 6 inches below to 12 inches above the pipe surtace. The trench shall be a minimum of 18" wide with at least 6" of clearance on hoth sides of the pipe. Material shall be placed over the pipe and tracer wire after inspection. SoR, unstable or unsuitable material found below and near the lateral, including any fll or foundation 6ac�ll material, must be removed and replaced with #8 stone. The contractor is solely responsible for establishing stable pipe bedding conditions. 9. #10-AWG solid copper tracer wire shall be laid on top of and run the entire lengih of the lateral. All splicing of tracer wire shall use 3M splice kit model DBR/Y-6, King Innovation Dryconn Direct Bury Lug Aqua catalog #90220, or TriCo approved 10. Laterals shall be installed at least 20' from water wells unless PVC pressure grade pipe is used. Any proposed installation requiring pressure pipe shall be reviewed by TriCo prior to installation. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical couplings must be used. 11. Laterals less than 5' deep shall be at least 24" from the property line. Laterals more than 5' deep shall be at least 36" from the property line. Where the lateral runs in close proximity to the property Ilne the property comers must be accurately staked by a professional land surveyor prior to inspection. 12. Laterals running parallel to a building or structure shall he at least 36" from the face of a crawl space or slab on grade foundation and 60" from the face of a basement foundation wall. Spacing requirements also apply with respect to the ancillary structure's foundation depth. Ancillary structures (e.g. window wells) and other utilities shall not be placed over or near the lateral. TriCo may adjust requirements where future access to the lateral may be obstructed by other utilities. The contractor should call to discuss further if he/she believes this could be an issue. 13. All infrastructure connected to TriCo's sewer system may be tested, inspected, or televised at TriCo's discretion, and must remain accessible and properly maintained. 14. Call 811 or 1-800-382-5544 before you dig. For more information go to www.indiana811.org. TriCo Regional Sewer Utility 10701 North College Avenue Suite A Indianapolis, Indiana 46280 Phone (317)-844-9200 Fax (317)-844-9203 Revised 03I19/2�19 TriCo Regional Sewer Utility 10701N.CollegeAvenueSuiteA Indianapolis,Indiana46280 phone317-844-9200 fax3�7-844-9203 www.trico.eco Residential 1 8 1 Permit O�dinance 12-08-08 Lateral Location Address Number Address 2 Street City State Zip Code. . . Su6division Section Number Lot Number Permit lnformation 1175 WesNale Dr Carmel IN 46032 Jacksons Grant 2 291 Owner / Occupant lnformation Owner First Name Last Name Phone Number Mobile Number Fax Number Email Address Owner Address if Ditferent Address Number Address 2 Street City State Zip Code Builder Information Builder Phone Number Facilify Features and Addition Information Slab Foundation CrawlSpace Basement Cleanout Ejectar Pump Sump Pump . .. .. .. .. . .. . . Grinder Station Square Footage Water Type YES Basement Status YES Main ID YES Lift Station YES ... _ . . .... .... Executive Homes 317-843-2700 Carmei Utilities Ejector Pump Only JG894-JG814 26 Jacksons Grant Program Specifications ■ This program requires prior to the sale/occupance of a property that the property owner/builder notify TriCo and schedule an inspection. The inspection will verify that: • Downspouts are not connected to the sanitary sewer • The sump pump is not connected to the sanitary sewer ' Cleanout caps are in place and watertight • No yard drains are connected to the sanitary sewer • There are no sinkholes or other indications that the sewer lateral is leaking • 5 Ton or greater HVAC units do not dishcarge condenstion to the sanitary sewer. • If defciencies are found, the property owner will be notified and must make corrections immediately. The property owner will need to schedule a follow up inspection. If a certificate of compliance is not issued within 30 days of the change in ownership, a sewer surcharge of 520 per month will be assessed and added to the sewer bill. /^ / /. J / �� .��_ C�� . Owner / Occupant Si nature: =�� Date: Approved By: ��_ �2 � M��t Dafe: � j /c.�. �pi Srg �s�7�J 1� PM �' � � � 00.0 PROPOSED GRADE 494 Gradle Drive Carmel. Intliana 46032 Phone:317.844.3333 Faz:317.844.3383 w.wcseagroupllc.com inioQseagroupllc.com hIIS PLOT PLAN WAS PREPARED BASED ON INFORMATION TAKEN FROM RECORD PLATS, SUBDIVISION PLANS, RECORD DRANINGS AND PLANS PROVIDED BY CLIENT. IT IS THE RESPONSIBIIJTY OF hIE CONlRACTOR TO VERIFY SITE CONDIilONS PRIOR TO CONSIRUCTION AND NOTIFY — THE S E A GROUP OF ANY — DISCREPANGES. — S��SIRB(814) 11 �—� t2— PEft PIAN V -- GROUND WATER ROW SAN SANITARY SEWER LINE 5TM STORM SEWER L1NE WTR WATER LINE ---------- EASEMENT L1NE — — — BUILDING SE7BACK LINE NOiE: BUILDER TO ENSURE POSIIIVE FLOW AWAY FROM SlRUCiURE. W R8 - _ _�\..�. I _� WAU( ' 119.40 I 7 � %�-� N = ab• o.i 10.0 � � s _ �__ y-�-- � .f8f � � a I LOCATION OF UTILJ7Y LATERALS ON PLOT PLAN ARE GENERAL LOCAl10NS PER PLAN AND SHOULD BE VERIFlED IN iHE FlELD. Westvale Drive � ��S i CARACE FFE�061.92 EXECUTIVE HOMES ,96't l;o t�.� NOiE: NOlE: BUILDER TO MAINTAIN A 10' SUMP TO BE PLACED BY SEPARATION BETWEEN WATER BUILDER AS NEEDED. AND SANITARY LATERALS. Isroau. sm. (esr� TCr964.79 PQt PUN �STIX2M. SiFi. (659) iC�864.90 P62 PUN -- � - � �"rf� i � I � S.S.E. j � . _ 1. _ _ E�'\( �_ _— � —T— G�� ------ � � ��. r 60' B.L � II I � � I ; I �I� I m 867.5 _ ° B5 0„40'4l i `" N I OI � � � !^ i 'ooa � PRoaosEo .lZ'L � I I � - -__-- � JSii�� LOT# 293 16,289 S.F. -- — io' o.e�u.[ MINIMUM SETBACKS MIN. SIDE YARD = 10.0 Feet MIN. REAR YARD = 20 Feet Agg = 30 Feet i I I --------1-- I 106.72 SQUARE FOOTAGE: DRIVEWAY APRON — 77 f SF CONC. DRIVEWAY — 1,385 f SF PUBLIC WALK — 597 t SF PRIVA7E WALK — 278 t SF HYDRO SEEDING — 4,963 t SF SOD — 785 t S0. 1RD5 EVEN WITH REAR OF HSE Property Description: Lot Number 291 in Jackson's Grant on Williams � No. V � LS20200083 STATE OF Creek, Section 2, an Addition in Hamilton ��i�� County, Indiana, as per plat thereof recorded as Instrument Number 2018038285 found in the �,�� Office of the Recorder of Hamilton County, ��a,�r� PLOT PLAN FFIA k MSY m 7.5 .C9'Zl __� REsioEr+cE .6L�8 2S0 /l� EFE H]O.Sk- _ - - —� - - o � �-- -- -0_ �_ _ _-�- _.__BSA1T� _ _- _ . _ . �—. - .-FFE�660.52-_. -.-_ - ,— _-.�- _- _- _N__ -- --- t9fil __ - - _ __ 9fiH. 876.00'._ so� _I . - � �- - "___N- __� S[r�J �- o lLBI - - �- � ; �860.2 m � .OS'Ol DECK 1� I\ �4T"flvi I I � \ � � aoacH I \ I I �i �\ - � SAN. 51R. (894) TC�B65.15 PER PUN \�, ��r i� o � N / o° O= t�P� �— a65. _ _.__ \—. _ �� 863 ?�2 �..-- �86�-- — 860 I��.— i I I I � � � � , _ � � � � � / � _ STORu. STRr-(659)__ � m-esa.�o ------ PER PLAN �- STOflAI. 57it. (660) TC�855.50 PER PLAN _�\ epared ror: Executive Homes Scale: 1"=30' I Drawn by: DJR I Residence Date: Oct. 16, 2019 1175 Westvale Drive