The URL can be used to link to this page

Home My WebLink About12954 (1350) TriCo Sanitary Sewer PermitPermit Type Project WO Project Idame Project Developer Lift Sta#ion Treatment Plant Parcel Acreage EDU in Gallons hone 317-844-9200 fax 317-844-9203 www.trico.eco Final Subdivision 20'f 7-1346 Section Number VWC 6003-B Uptown Lot Number Onyx and East, LLC Address Number 23 126th Street Station Address 2 CTRWD WWTP Street 0.069 City 310 Zip Code County Village of Westclay 6003-B 1350 1295� Pettigru Drive Carmel 46032 Hamilt on Local Sewer Charge - District Contribution 0.00 Plan Review and Ins ection Builder Onyx and East, LLC P 0.00 Application Fee 150.00 Phone Number 317-672-7955 EDU Fee 1908.00 Owner Interceptor Fee �-�� Phone Number Other Fees 0.00 Fees Due 2058.00 Occupant Invoice Number Phone Number 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 backfitling with stone to twelve inches above the pipe. NO footing or foundation drains, or o#her 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 (aterals 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: Maln ID: VWC12-VWC11 Grease Trap Slab Foundation YES Grease Interceptor Crawl Space Manhole IDs USMH �C-12 �/�/�-11 DSMH Grit Interceptor Basement Lid Elevation 908.38 � 907.2� Grinder Station � First Floor Elevation 909.00 Water Service Carmel Utilities Basement Eievation Ca/culafion is based on both Manhole tid E/evafions and the e/evation of the First F/oor 0.62 er Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable .�. �� 1.74' Ft. ��.,TriCo currently requires that an I&I inspection is pertormed and a Certificate of Compliance is issued prior to occupancy / sale of a properrty. Please review attached I/I Permit. '' ��IVlanholes shall remain accessible at all times. Buried manholes will be corrected by the DevelopeNOwner. e proper class of cleanout must be installed every 100 feet of latera) pipe measured from sewer main to structure. The terms of the conditional permit, if any, are listed below. Plans have been submitted. �oµ�'L ��W��4 All fees have been paid. � �f� No certificate of insurance required. g No additional permits required. ,,� o No manhole core permit required. ' ��' � N � The facility is not classified as a_FOG facility. y, , (Notes) �o`J.. ��c�"� By signing below, I attest that I am fam' ' with the Builder I Owner Signature � Printed Name Approved By Ryan Permit is valid for and agree to accept responsibifity for all rk d ne under this permit. Phone Number � � a � from the date issued. Permit valid only with TriCo seal in red ink. 11 /26/2019 SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. Only one building may connect to the sewer main per lateral unless otherwrise 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 building 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 abserved 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 or lateral repairs in their entirety. Final connection to the sanitary sewer must be observed by Trico. The property owner or contractor must natify TriCo prior to backfilling. Inspections must be scheduled at (east 24 hours in advance. If an inspection fails and subsequent inspections are required, or if the contractor is nat on site for the scheduled inspection, a$1�0 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 requiremen#s, and to notify the department of any abandonment. 6. The following materials are acceptable for use in g�avity 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 directionaf drilling: Certaflo Greenline SDR 21, ASTM D2241, 6" diameter All gasketed joints shail 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 guard Femco and similar flexible couplings are only acceptable 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 installa#ion or repair: HDPE pipe for directional drilling: DR 11 IPS, 1.25° diameter, PE4710 Connections shall be made via electrofusion ar using polypropylene ar 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 requirem�nts 7. For gravity and low-pressure systems, the line (eaving the building 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 fittings are allowed between the building and the transitionlcleanout. For all gravity lines, cleanouts shall not be spaced more than 100' apart between the building and the sewer main. See TriCo's standard drawings for more informatian an cleanout installation. 8. Bedding material shall be placed from at least 6 inches below to 12 inches above the pipe surface_ The trench shall be a minimum of 18" wide with at least 6° of clearance on both sides of the pipe. Material shall be placed over the pipe and tracer wire after inspection. Soft, unstable or unsuitable material found below and near the lateral, including any fill or foundation backfill material, must be removed and replaced with #8 stone. The contractor is solely responsibfe for establishing stable pipe bedding conditions. 9. #10-AWG solid copper tracer wire shall be laid on top of and run the entire length 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 #9Q220, or TriCo approved 10. Laterals shall be installed at least 20' #rom 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 line 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 be at least 3fi" from #he 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 welis) and other utilities shall not be placed over or near the laterai. TriCo may adjust requirements where future access to the lateral may be obstructed by o#her 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 proper�y 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 (317r844-9200 Fax (317)-844-9203 Revised 03/19/2019 � TriCo Regional Sewer Utilit y 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'2-08-08 Laferal Location Owner/Occupan� Informafion Address Number 12954 . . . . . . . . . . . _ . Owner _ ... _ _. .... . Address 2 ..._......._... . .. . _.._. .. __ _ ... . .... First Name _. __ . .. __ .... Street Pettigru Drive Last Name _ .. . _. .... ... ..._ . . .. . City Carmel phone Number .._. .. . ... _ tate I N . . __ ... .. ......... .. .. ._. _ . _.... �... . ..... - Mobile Number .. ........ Zip Code 46032 . ... .... .. .. . .... _. _.. . __ .. _ _ _....._.... �.......".._...._ _ .... FaxNumber .... Subdivision Village of Westclay �- -� - -- _ .. ._. _.. .. ... ........ ...... .. _..,.. ...._. ....._ Email Address .. . . ... .. Section Number 6003-B ..... ............ .�..................... .......__....._�._ ................�....._.. Lot Number 1350 Permit Information Owner Address if Differeni Address Number _. .. . _. ..._ ... _... .. . Address 2 _ .. ............ _..............._..... ........_._. .._ _ .. ...._.. .... .__. ...... Street ............ ... _ . . . . . ._ . . . ..._ ._ . . . City. ... _. ....... _.. _.... . _...._.._ ...... ........ __........._ ......... ...._.......___._._ ..... State ........ .. _ .. . ._ . ._ . . .. . . . ._ . . . . . . . . . . .. . . . . . . ._ ..... ........ ......._. Zip Code ...._... ....._._...... .........�. _ __ ..... ... __ ._ Builder lnformation Builder Onyx and East, LLC _._ ...........__ .. .... ._..__........ __ _. ... ... Phone Number 317-672-7955 .... _. ... .... _ .. acilify Features and Addition lnformation Slab Foundation YES Square Footage _ ___ . __ .. . . ... ..._... . ... _ . ....... ........ ... Crawl Space Water Type Carmel Utilities , . . ...._.._._ _ ..._... ... ._...._._....._. ...._.... ..._. __ asement Basement Status Not Applicable ... .. .. .. .. . ... _. _ . .. _. _..._.__.... .__ _.._ . _.._ .. .._ ... Cleanout YES Main ID VWC12-VWC11 .. __.. _ .... ... ._. .. _�.. _... ....... ...... ... . ... ... __.___ _.. .. Ejector Pump Lift Station 23 126th Street Station .. .... � . ......... . ..�. .. ._ ...._._._.__.._. _..... . ...... __.... ..._ ........._...... Sump Pump ... .... ..... ...._....... .... ..._ .._._...._.._�. ..... ...---......__._.. Grinder Station Program Specificafions ■ 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 ' S Ton or greater HVAC units do not dishcarge condenstion to the sanitary sewer. • If deficiencies are found, the property owner wifl be notified and must make corrections immediately. The property owner will need to schedule a follow up ins ection. If a certificate of compliance is not issued within 30 days of the change in ownership, a sewer surc e of 0 per month will be assessed and added to the sewer bill. Owner / Occupant Signature: Date: � � �" Approved By: Date: ! � � 2. �� !1� N�ll� �'� �t�1�:�� r .�v:::.. ►• '► ,.1 'r:,��i '' c r« � , � � w � � �� a � ro 0 � � � � � �. � � .� x Ci M � � yY Y 0 PL�T PL.��I�T � ABBREVIATIONS 0 � o A.E. — ACCESS ESMT. � A,D.U.S.E. — ACCESS, DRAINAGE, UTILli"�' dc SEWER ESMT. g B.I�.p.E. — BEST MANAGEMENT pRAC710E ESMT. �; B.T.L. — BUILO 70 UNE M C.A. — C�MMON AREA � D.U.&S.E. — DRAINAGE, UTILITY dc SEYVER ESMT. � ESMT. — EASEMENT � tAT. — I.ATERAL ,� *MFFE — MINIMUM FlNMSHED FLOQR ELEVA11qN (PER CONSTRUCTIQN PLANS) � MfPG — MINIMUM FLOQD PROTEG�ION GRADE {P�R CONSTRUCTfQN PLANS) � POR. -- P(7RCFi �` R%W — RIGHI'—OF—WAY "Th1s drawing is not int�nded to b� �epresented as a retracemeni or original boundary survey, a rcn�te survey, or a Surveyor Location R�ort." LEGEN D xxx.xx • PROPOSED GRADE �! AS--BUILT GRAD� � Ct1R6INL�T � BEEHIVE lNLE7 � MANHOI.� � WAT�R HYDRANT 9 WATER VALVE g--�--- SANI7ARY SEWER � STORM SEIM�R w WA1�ER MAIN � SAN. — SANITARY *HQ�: CONTRACT�2 TO VERIFY �1RtS01CT10NAL REt1UIREtrtENTS Fat '�IF�' WITH RELATED TO SEWER Z S.B.L -- SETSACK UN� UTWTIES. STANDARD !S Tt7 1 FOOT ABOVE UPS1R�Ai� OR DOYVNSiREAM MANHOLE CASIING �LEVATION5. n �= S.F. — 5QUARE FEET *Note: Improvements shawn per development p1nR, area st�i under canstruction. 6enchmark Elevation, Water SSD -- SUS—SURFACE DRAiN Laterals, Sanitary Latera(s, and As—buAt grodes are depicied from post construction measurements taken in � TC -- TOP OF' GASTlNG March 20l8. Other infcxmation is depicted per the latest versian of proposed construction plans and is sub jeci � to change. Square footage for the fats are listed f4r the a�ea of the overa0 lat and not #he square footage of the buildinq unit foatprints. � OE VILLAGE OF WESTCLAY LLC PL�T PLAN - BLTIL.DING "L" a 460 VIRGINYA AVE. REPLAT OF VII.LAGE OF WESTCL.A'Y �, II�1DZANA.POLIs, IN 4S2U3 SECTION 60�3-B � PART OF BLOCK C � p�P"�� $Y VILLAGE OF WESTCLAY UPTOWN v HWC ENGTNEERING � 1�5 N. PENNSYLV,AN�A ST, SUITE 2800 RE—PLAT OF Bt4CK "9" Q INDZANAPOLIS, IN 46204 Instrument #2019056986 a 317-347-3653 P.C. , SfldB PAGE 1(�F` � �o--- 45' 1/2 R/W �EXiSTiNG} ��w� eY MGJ CHECKED BY AJ8 DATE '! �/1312�19 SCA[..E 1 " = 20' W � � M z� � N GRAP�iIC SCALE n� ZO' 20' 30` x�� za�