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Home My WebLink About219JGB - Sewer PermitProject WO 2017-1339 Section Number Project Name Jacksons Grant Section 4 Lot Number Project Developer Jackson's Grant Real Estate Company Address Number Lift Station 26 Jacksons Grant Address 2 Treatment Plant Parcel Acreage EDU in Gallons Local Sewer Charge - District Contribution Plan Review and Inspection Application Fee EDU Fee Interceptor Fee OtherFees Fees Due Invoice Number MIX Street 0.29 City 310 Zip Code County 0.00 Builder 0.00 150.00 Phone Number 1908.00 Owner 0.00 phone Number 0.00 2058.00 Occupant Phone Number 4 219 530 Elliot Creek Drive 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: Grease Trap Grease Interceptor Grit Interceptor Grinder Station Main ID: Manhole IDs USMH YES ILid Elevation First Floor Elevation JG881 �G882 JG-881 �G_882 DSMH 861.13 ✓ 860.34,/� 863.50 / 863.50 ✓ � Water Service Carmel Utilities f Basement Elevation 853.50 + 853.50 ✓ Ca/culation is based on both Manho/e Lid Elevations and the e/evation of the First Floor 2,$7' 3.161 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 / �1 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. ��pNp� 8�W��, All fees have been paid. No certificate of insurance A Right-of-Way permit has been submitted. No manhole core permit required. Slab Foundation Crawl Space Basement The facilitv is not classified as a FOG facilitv (Notes) By signing below, I attest that I am fa �ar Builder / Owner Signature � � Printed Name Approved By Ryan i Permit is valid fck ON witn tne u Inct's, speciflcations an� agree to accept responsibility for II wor done under this permit. i %� i�� "�� :«� Phone Number �\� � �� — �o�> � `.� �` `�� \ �Tj � � ��'�l,L-C ` .'� � from the date issued. Permit valid only with TriCo seal in red ink. 06/03/2020 10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.trico.eco Residential SANITARY SEWER PERMIT 999913654 Permit Type Final Subdivision Jacksons Grant SUMMARY OF LATERAL INSkALLATION REQUIREMENTS 1. Only one building may connect to the sewer main per lateral �anless otherwise approved by TriCo. 2. Foundation drains, sump drains, downspouts and other storrr� water drains shall never be connected to the sanitary sewer. Site dewatering systems shall never be discharged to the sar�itary sewer. 3. Tne existing sewer line from the building to the septic tank m:ay only be reused if it is located under a building addition, patio, porch or paved driveway, and the line passes an air test that s observed by TriCo. Contact TriCo for more information about air testing requirements. The property owner is responsibie f� �r testing costs. 4. TriCo shall inspect all new laterals or lateral repairs in their e�:itirety. Final connection to the sanitary sewer must be observed by Trico. The property owner or contractor must notify TriCo ��rior 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 ��e paid prior to scheduling the reinspection. 5. Septic system contents or effluent shall never be dischargecl to the sanitary sewer. Be advised that your county health department regulates septic systems. Upon connection to s��iitary sewer, a septic tank must typically be abandoned, pumped clean, and filled completely with earthen material. C: �ntact your county health department for more information on septic system and abandonment requirements, and to notify :he department of any abandonment. 6. The following materials are acceptable for use in gravity sew�:r lateral installation or repair: PVC pipe: SDR 35 or SDR 26, ASTM D3034, 6" diameter PVC pipe, pressure rated: SDR 21, ASTM D2241, 6" diam��ter PVC restrained joint pipe for directional drilling: Certaflo Grvenline SDR 21, ASTM D2241, 6" diameter All gasketed joints shall meet ASTM D3212 All fittings shall be SDR26 or better Ductile iron mechanical joint fittings with proper hardware SDR 26 gasketed repair sleeves or Indiana Seal shear gu: rd Fernco and similar flexible couplings are only acceptable ir � certain circumstances and shall not be used without prior approval from TriCo Cieanouts: 6" threaded PVC caps Bedding: Use #8 crushed stone or fractured face aggrega'��; The following materials are acceptable for use in low-pressu:e sewer lateral installation or repair: HDPE pipe for directional drilling: DR 11 IPS, 125" diamei��r, PE4710 Connections shall be made via electrofusion or using poly� �ropylene or stainless steel compression fittings Electrofusion high volume tapping tee, rated 200 psi, PE4 r 10 1.25" IPS full port 1/4 turn fusible PE ball valve, rated 200 psi Threaded swing check valve, 316 stainless steel, rated 200 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� �ilding 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 giued fittings are allowed between the building and the transition/cleanout. For all gravity lines, cleanouts shall not be spaced more than 100' apart between the buiiding 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 bela.a to 12 inches above the pipe surface. The trench shall be a minimum of 1 S" wide with at least 6" of ciearance on both si�: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 storie. The contractor is solely responsible for establishing stable pipe bedding conditions. 9. #10-AWG solid copper tracer wire shall be laid on top of an� run the entire length of the lateral. 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:�.� PVC pressure grade pipe is used. Any proposed installation requiring pressure pipe shall be reviewed by TriCo prior to ir �stailation. 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 pro,��erty line. Laterals more than 5' deep shall be at least 36" from the property line. Where the laterai runs in close proximity i� � 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 ��; least 36" from the face of a crawl space or slab on grade foundation and 60" from the face of a basement foundation �Nall. Spacing requirements also apply with respect to the ancillary structure's foundation depth. Ancillary structures (r .g. window welis) and other utilities shall not be placed over or near the lateral. TriCo may adjust requirements where futw:� access to the lateral may be obstructed by other utilities. The contractor should call to discuss further if he/she believes tl �is could be an issue. 13. All infrastructure connected to TriCo's sewer system may b: � 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 inforr��ation go to www.indiana811.org. TriCo Regi�.�nal Sewer Utility 10701 North Cc�llege Avenue Suite A Indianapoli::,, Indiana 46280 Phone (317)-844-9:'00 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 Residential 1& 1 Permit Ordinance 12-08-08 Laferal Location Address Number 530 _ _ _ _ _. _ ___ _ Address 2 _ _. __ _ Street Elliot Creek Drive _ _ . _ .. _ _ City Carmel _ _ _. _... State IN _ _ . _ . .__ ___ _ __.. . .. _ _ Zip Code 46032 _ _ Subdivision Jacksons Grant _ _ __ _ Section Number 4 _ _ . _ _ __. Lot Number 219 _ ___ _. _ _ _ _ __ _ _ Permit Information Owner / Occupant lnformation Owner __ _ _ _ _ _ _ First Name Last Name _ _ __ __ . Phone Number Mobile Number _ _ . .. . ._ _ . _ _ Fax Number Email Address Owner Address if Differenf Address Number _ __ _ _ _ Address 2 Street _ _ . _. _. _._ _ ___ _ _ . _ _ _ _ c�ty __. _ _ _ __ __ State _ __ Zip Code _ _ Builder Informafion Builder Wedgewood Building Company _ _ _ . _ __ _ _ Phone Number 317-669-6315 _ _ _ _ _._ Facility Features and Addition Informafion Slab Foundation Square Footage __ _ _ _ _ _ _ ____ _ _ Crawl Space Water Type Carmel Utilities _ _ _ _ _ __ _ _ Basement YES Basement Status Ejector Pump Only _ _ _ __ _ _ _ Cleanout YES Main ID JG881-JG882 _ __... _ _ __ _.. _. _ 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 surcharge of $20 per month will be assessed and added to the sewer bill. `�; _ �.� _ ,_�_ � � �_ Owner / Occupant S� ignature: � t ��;T� ti � � � �.'��' � 4� =.__ Date: l!.�� Approved By: Date: � �'�3 � � 2C� � � JACKSON'S GRANT ON WILLIAMS CREEK INST.#2018-009549 LOT #219 - SECTION 4 CITY OF CARMEL, INDIANA 530 ELLIOT CREEK DRIVE LOT SIZE: 12,780 SQ.FT. CONC. DRIVEWAY: 1,233t SQ.FT. PUBLIC WALK: 620f SQ.FT. PRIVATE WALK: 143t SQ.FT. SEEDING: 3,865f SQ.FT. SOD: 491t SQ.YD. . i \ �/ PLO'� �LA�11 PREPARED FOR WEDGEWOOD BUILDING COMPANY � 0 ��W..^.. RwFR .� n_n � �s ��40 �Q 1 � W `� �'�� `� � • \ � V ; " � � a T O� 4� e6p.'� y��yh4 �rp`Or / � �� / / �Q E � 5 J/ 1 ��9 /� � N � OR�O / N� / � �' LOT #219 (? _ 12,780 S.F. _�� \ \ SOD LINE a / - h / 2p �'& e � o � -..... N PORCH � 14.00' n M N J2. i� i4.sT n PORCH � � N \ �w � � ��84. 4. �� W � � � � � \ � � W �\ -- � � � E�CIpT � � ��REEK C � so,.s \ � � 3p• B� `�J � JG-882 T.C. = 860.34' SE�R ,� 3Z33' — �3'�3 "n� SOD � LINE 9.00' ,0 O PROPOSED w � RESIDENCE � � N F.F. = 863.5' a `� � GAR. = 862.2' � � BSM'T = 853.5' 3•33' ��-' GARAGE � PROP. 867.0 M DRIVE N � 27.00' ^ t4.s7' - e.oa 4'SW � s �s.00� � Q w -� SIDEyy,yLK T.O.B.S.L R.D.E. ��U. & B.M.PE. � _ �_h'o ___ q�N �FsM � �9qQss,e ST Bso.e Tj� F F �� FS JG-881 T. C. = 861.13' ��/I/I111111111��1��` NOTE: - DRIVE ENTRY TO CONFORM WITH CITY OF CARMEL STANDARDS � %1 � - THE �OCATIONS, DIMENSIONS, AND WIDTH ALONG THE PROPOSED PUBLIC SIDEWALK WERE SCALED f-\ OR TAKEN FROM ENGINEERING CONSIRUCTION PLANS PREPARE� BY OTHERS OR AS PROVIDED. - VERIFY SANITARY IATERAL LOCATION PRIOR TO CONSTRUCTION - IT SHAL� BE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO VERIFY THE BUIIDING 000.0 — PROPOSED GRADE DIMENSIONS, BUILDING LOCATIONS, THE LOCATION OF OTHER PERIINENT FEATURES AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. THE INTENDED USE OF THIS PLOT PLAN IS 000.0 — EXISTING GRADE FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE. LAND DEVELOYMENT CONSUL'fING DRWN: TAT DATE: OS/27/20 SCALE: 1" = 30' TRIJ./� & LAND SURVEYING SERVICES JOBjj: 20-432 REV.: OS/28/20 1165001ioRoad,sutccat000-2a9 ZONED: BRIDGEMONT F.F.E. HSE: 863.5' NO��r Fishers, Indiana 46037 �:� Phone: (317)-841-8754 ZONING: 5'�10� SIDE F.F.E. GAR: 862.2' riN� v�uiNtyEa��Hi.oia�cri�N„ Fax:(317)-841-8762 F.F.E. BSM'T: 853.5' E-mail: Troy@Truenorthindy.com 20� REAR `��0.( A' TE9 ��4i�i `�`�e,��G�STF,9F :��'�'; '•Q NO. � ' * ;LS20300026; * STATE OF ; ''•. �NDIANP •' � Q. : 4��-9� ••.......••' � � ��i�� SURv�y��