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Home My WebLink About290JGW - Sewer PermitProject 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 0.41 City Local Sewer Charge - District Contribution Plan Review and Inspection Application Fee EDU Fee Interceptor Fee OtherFees Fees Due Invoice Number 310 Zip Code County 0.00 Builder 0.00 150.00 Phone Number 1984.00 Owner 0.00 phone Number 0.00 2134.00 Occupant Phone Number 2 290 1181 Westvale Dr Carmel 46032 Hamilton Wedgewood Building Company 317-669-6315 PLEASE NOTE: Installation of building sewer shall be per the specifications 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 backfilling 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 844-9200 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. 'The building has: Main ID: JG894-JG814 ', Grease Trap Slab Foundation USMH ' Manhole IDs JG-ssa ' JG-814 �S H ', Grease Interceptor Crawl Space % �� , Grit Interceptor Basement YES Lid Elevation 865.15 � 868.78 ✓ ' Grinder Station First Floor Elevation 870.40 870.40 �/ I Water Service Carmel Utilities Basement Elevation 860.40J 860.40�/ Calculation rs based on both Manhole Lid Elevations and the elevation of the First Floor 5.25 1.62; Ft. Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only �TriCo currently requires that an I&I inspection is performed and a Certificate of Compliance is issued prior to occupancy / sale of a properrty. Please review attached I/I Permit. Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. The proper class of cleanout must be installed every 100 feet of lateral pipe measured from sewer main to structure. The terms of the conditional permit, if any, are listed below. Plans have been submitted. All fees have been paid. � No certificate of insurance required. _ No additional permits required. No manhole core permit required. ` � � The facility is not classified as a FOG facility. � (Notes) By signing below, I attest that I am fa ili wit� the Builder / Owner Signature Printed Name � �c� and.agree to accept responsibility for x�— Phone Number � c �1�2. � � Approved By , Ryan Hartman, District Engineer N .� 9 Permit is valid for ONE-YEAR from the date issued. Permit valid onty with TriCo se - c.- - - � � - `� . � � W ,` � � �' i � . � Z 07 1 / 0 d i k. �P �.� �or' tio, �. � 4~4"BOONE'HP �� rv. �uneye Hvenue awte H maianapolis, Indfana 46280 phone 317-844-9200 fax 317-844-9203 www.trico.eco Residential SANITARY SEWER PERMIT 999913695 Permit Type Final Subdivision Jacksons Grant SUMMARY OF LATERAL INS�TALLATION 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 storrn 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 building to the septic tank n�ay only be reused if it is located under a building addition, patio, porch or paved driveway, and the line passes an air test thai is observed by TriCo. Contact TriCo for more information about air testing requirements. The property owner is responsible ror testing costs. 4. TriCo shall inspect all new laterals or lateral repairs in their � ntirety. Final connection to the sanitary sewer must be observed by Trico. The property owner or contractor must notify TriCc prior to backfilling. Inspections must be scheduled at least 24 hours in advance. If an inspection fails and subsequent insp :ctions 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 dischargec° to the sanitary sewer. Be advised that your county health department regulates septic systems. Upon connection to s; nitary sewer, a septic tank must typicaliy be abandoned, pumped clean, and filled completely with earthen materiaL C ontact 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 graviry sev��er lateral installation or repair: PVC pipe: SDR 35 or SDR 26, ASTM D3034, 6" diameter PVC pipe, pressure rated: SDR 21, ASTM D2241, 6" diarr��ter PVC restrained joint pipe for directional drilling: Certaflo Greenline SDR 21, ASTM D2241, 6" diameter All gasketed joints shall meet ASTM D3212 Ali fittings shall be SDR26 or better Ductile iron mechanical joint fittings with proper hardware SDR 26 gasketed repair sleeves or Indiana Seai shear gu; ird Femco and similar flexible couplings are only acceptable �n 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 aggregal a The following materials are acceptable for use in low-pressu re sewer lateral installation or repair: HDPE pipe for directional drilling: DR 11 IPS, 125" diame' �r, PE4710 Connections shall be made via electrofusion or using polyfxopylene or stainless steel compression fittings Electrofusion high volume tapping tee, rated 200 psi, PE4 '10 1.25" IPS full port 1/4 turn fusible PE ball valve, rated 200 �si Threaded swing check valve, 316 stainless steel, rated 2C ) psi Contact TriCo for acceptable pump station materials, equi; �ment, pumps and other requirements 7. For gravity and low-pressure systems, the line leaving the b iilding shall not exceed 3' in length before a cleanout must be added and the line is transitioned to 6" diameter SDR 35 PV � pipe. Glued joints are not allowed after 3'. No additional glued fittings are allowed between the building and the transitioNc'eanout. For all gravity lines, cleanouts shall not be spaced more than 100' apart between the building and the sewer main. S� �e TriCo's standard drawings for more information on cleanout installation. 8. Bedding material shall be placed from at least 6 inches belo,nr to 12 inches above the pipe surface. The trench shall be a minimum of 18" wide with at least 6" of clearance on both s� ies of the pipe. Material shall be placed over the pipe and tracer wire after inspection. Soft, unstable or unsuitable material fc�und below and near the lateral, including any fill or foundation backfill material, must be removed and replaced with #8 sto�ie. The contractor is solely responsible for establishing stable pipe bedding conditions. 9. #10-AWG solid copper tracer wire shall be laid on top of anc! run the entire length of the laterai. All splicing of tracer wire shall use 3M splice kit model DBR/Y-6, King Innovation Dry�:onn Direct Bury Lug Aqua catalog #90220, or TriCo approved 10. Laterals shall be installed at least 20' from water wells unle�� s PVC pressure grade pipe is used. Any proposed installation requiring pressure pipe shall be reviewed by TriCo prior to i� stallation. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mecha iical couplings must be used. 11. Laterais less than 5' deep shall be at least 24" from the pro�:erty line. Laterais more than 5' deep shall be at least 36" from the property line. Where the lateral runs in close proximity t<� the property line the property corners must be accurately staked by a professional land surveyor prior to inspection. 12. Laterals running parallel to a building or structure shall be a least 36" from the face of a crawl space or slab on grade foundation and 60" from the face of a basement foundation vall. Spacing requirements also apply with respect to the ancillary structure's foundation depth. Anciliary structures (E g, window weiis) and other utilities shall not be placed over or near the lateral. TriCo may adjust requirements where futur � access to the laterai may be obstructed by other utilities. The contractor should call to discuss further if he/she believes tF:;s could be an issue. 13. All infrastructure connected to TriCo's sewer system may bc tested, inspected, or televised at TriCo's discretion, and must remain accessible and properly maintained. 14. Cail 811 or 1-800-382-5544 before you dig. For more inforn�ation go to www.indiana811.org. TriCo Regional Sewer Utility 10701 North Col�ege Avenue Suite A Indianapoli� , Indiana 46280 Phone (317)-844-92i)0 Fax (317)-844-9203 Revised 03/19/2019 � TriCo Regional Sewer Utility 10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.trico.eco Resideniial 1 8� 1 Permit Ordinance 12-08-08 Lateral Location Owner / Occupant lnformafion Address Number 1181 Owner _ _ _ _ __ Address 2 . .. .. First Name Street Westvale Dr _ _ _ _ . . _ _ _ _ _ . Last Name City Carmel phone Number _ __.._._ . _ State IN _ _ _ . ... _ .. ... _ _ ___ _ _ _ Mobile Number __.... _ ip Code 46032 Fax Number Subdivision Jacksons Grant Email Address _ _ _ _ __ _ Section Number 2 Lot Number 290 Permit Information Owner. Add�ess if Different Address Number _ _ Address 2 _ __ Street _ City ' State _ _ _ _ Zip Code _ _ _ _ _ _ _ _ Builder lnformafion Builder Wedgewood Building Company Phone Number 317-669-6315 _ _ _ __ Facilify Features and Addition Information Slab Foundation Square Footage _ _ _ _ _ _ _ Crawl Space Water Type Carmel Utilities __ _ _ __ _ .. Basement YES Basement Status Ejector Pump Only _ __ _.. _ . _ _ _. _ _ _ _ . _ Cleanout YES Main ID JG894-JG814 _ _ _ ._...._._.. _._.._.___.. . _ _.. __ _ _ _ __ . _ . . Ejector Pump YES Lift Station 26 Jacksons Grant _ _ __._.__ . ._...__. ........ _ _ _ _ Sump Pump YES _. .._. _.._..__.--.._.._.._ __ _. _. .._. Grinder Station 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 deficiencies 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 surch�rge of $20 per month will be assessed and dded to the sewer bill. t\ Owner / Occupant Si nature: ��), �� J�l., Lti�.�,L ti, Date: �� I�`� ' � �/ � / Approved By: �^ � Date: z;, � Oz�p � � JACKSON'S GRANT ON WILLIAMS CREEK INST.�2Q 18-038285 LOT �290 — SECTION 2 CITY OF CARMEL, INDIANA 1181 WESTVALE DRIVE '�f1 JUL �i H� � •.�� M � II � PREPARED FOR WEDGEWOOD BUILDING COMPANY LOT 51ZE: 17,712 SQ,FT. CONC. DRIVEWAY: 1,505f SQ.FT. PUBLIC WALK: 48dt SQ.FT. PRIVATE WALK: 223f SQ.FT. SEEDING: 6,fi02t SQ.FT. SOD: 665f SQ.YD. M � ff W�STVA �. DRIVE , -- ��^ �30' 6-b] ..�--�-' 1r�J--� � SIDEWA�-K L�59.� 0 24.65 �g7. 6" LAT.* ( MANHOLE JG�814R T.C. = 868J8 �� w W � Q. 9. � 1'� r ' � N W � � 2 'T �O o� r 'yo �o iq �, Q��NE - NPM��'�ON UNE � � � �,.s�• i � r, -4.33' 'O }��-5.33' � m 1 6 t�s 4 PROPOSED �� RESIDENCE � F.F. = 870.4' l.�- � GAR. = 869.1' esM•r = sso.4� 1 1.33' � -2.00' C �i.er _.,, ,,,, �: pORCH LQT #290 17, 712 S. F, � �..r^ J' _r� r-- --� to' o.a� u.�. _ 106. MA �Es rv�sr �� ACCESSIg�E PROP. DRIYE „ A G DE _ _� �� MES 5�' � 4 0 � � � � a 5�D � t,1NE .r � v m � .� �m on x .7'� U 3 r `��\1 NII 11 If%y�y� ��• �A"••�F�y��'. r ��,lsr�q��. � � � �' Na. ° � � * �LS203000263 * = NOTE; � STATE OF r' � - DRIVE ENTRY TO CONFORM NA1H CITY OF CARMEL STANDARDS �''g�9• !NDIANP..•'� �� RETAKENnFROM �EING NEERINGACANSiRUCTION NPLANS PREPARED Y OTIiER5E0R S,PROYSC� D :� N� ��//�� vU `��\�� - VERIFY SANITARY LATERAL LOCA'f10N PRIOR TO CONSiRUC�ION �tlj��11111{�ti�� - IT SHALL BE THE RESPONSIBILITY OF THE BUILDER/CON7RACTOR TO VERIFY THE BUILDING OOQ.d — PROPOSED GRADE DIh1ENSIONS, BUILOING LOCATIONS, THE LOCA110N OF 07HER PERl1NENT �ATURES AND ELEVATIONS PRIOR TO 'THE START OF CONSTRUCTION. THE INTENDED USE OF 1HIS PLOT PLAN IS ��d•� — EXISTING GRADE FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OIHER PURPOSE I.ANDDSS'EI.OPMffiV'CCaNSULTIl�Ci DRWN: TAT oA7E: 07/17/20 SCALE 1" = 30' � 1'TL� & LAND SURVEYIN(} SflRVICSS JOe�t: 20-615 REV.: �J�� 11650 Olio Road, Suita11100Q-284 N��F;e��,.��nd;a� 46p3� ZONED: WESNALE 100 F.F.E. HSE: 870.4' Phune:(3t7}841-8754 ZONING: 10'/30' SIDE F.F.E. GAR: 869.1' ,�,.�.n,,� ,.�,a,.,.��,�,�,.n�� Fax: {317}84]-8762 F.F.E. 85M'T: 860.4' E-mail; TroyQT]uenorthindv.com 20' REAR SANITARY SEWER 3Q' D.IS. & 5.S.E. __---- It 40 Bt:�--r""�