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Home My WebLink About12958 (1348) TriCo Sanitary Sewer Permit10701 N. Coll Residential Permit Type Project WO Project Idame Projec# Developer Lift Station Treatment Plant Parcel Acreage EDU in Gallons - - - . >,,.. . -,.,: �.. .-, _ .> Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 #ax 317-844-9203 www.trico.eco SANITARY SEWER PERMIT 999913500 Final Subdivision Village of Westclay 2017-1346 VWC 6003-B Uptown Onyx and East, LLC 23 9 26th Street Station CTRWD WWTP Local Sewer Charge - District Con#ribution Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Other Fees Fees Due Invoice Number Section Number Lot Number Address Number Address 2 Street 0.044 City 310 Zip Code County 0.00 guilder 0.00 150.00 Phone Number 1908.00 Owner 0.00 phone Number 0.00 2058.00 Occupant Phone Number 6003-B 1348 12958 Pettigru Drive Carmel 46032 Hamilton Onyx and East, LLC 317-672-7955 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 inspec#ed by TriCo personnel during "open trench" phase and before backfilling with stone to finrelve inches above the pipe. N� 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) wifl be responsible for darnages to TriCo's sewer system. This includes damages to manholes, castings, manhole fids 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 o�ce 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: VWC�12-V1NC11 Grease Trap Slab Foundation YES Grease Interceptor Crawl Space Manhole IDs USMH vwc_�2 VWC-1 q DSMH Grit Interceptor Basement Lid Etevation 908.38 f 907.26 �% Grinder Station First Floor Elevation 909.00 ✓ 909.00 ✓ Water Service Carmel Utilities Basement Elevation Calcu/ation is based on 6oth Manho/e Lid E/evations and the e/evation of the Fiist Floor �,62' 1.74 Ft. Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable �TriCo curren�y 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 UI Permit. Manholes shall remain accessible at all #imes. Buried manholes will be corrected by the Developer/Owner. he 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. _ �s` 5�� All fees have been paid. f�o certificate of insurance required. No additional permits required. No manhofe core permit required. The facility is not classified as a FOG facility. (Notes) s � '� �..1....�.�!o� , ��NE - MA�IA�''.F By signing below, 1 attest that I am fa '' r with th istrict's Builder / Owner Signature �� Printed Name � � Approved By Ryan Permit is valid fo�ONE- and agree to accept responsibility for all work ne under this permit. Phone Number � ( � �'R-- � '� 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 o#herwise 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 observed by TriCo. Contact TriCo for more information about air testing requirements. The property owner is responsible for testing costs. 4. TriCo shail inspect ail 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 notify TriCo prior to backfilling. 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 an site for the scheduled inspection, a$100 fee wilf be assessed and must be paid prior to scheduling the reinspection. 5. Septic system contents or effluent shall never be discha�ged to the sanitary sewer. Be advised that your county health department regulates septic systems. Upon connection to sanitary sewer, a septic tank must typica!!y 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 �otify 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 Afl fittings shall be SDR26 or better Ductile iron mechanical joint fittings with proper hardware SDR 26 gasketed repair sleeves or Indiana Sea) 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 aggrega#e The following materials are acceptatale for use in low-pressure sewer lateral installation or repair: HDPE pipe for directional drilling: DR 11 IPS, 1.25" 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 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. Giued jaints are not allowed after 3'. No additianal glued 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 building and the sewer main. See TriCo's standard drawings for more information on cleanout installation. 8. Bedding material sha11 be placed from at Ieast 6 inches belaw 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 materiai 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 respansib{e 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 #90220, or TriCo approved 10. Laterals shall be installed at least 20' from water wells unless PVC pressure grade pipe is used. Any prapased 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 shaif be at least 24" from the property line. Laterals more than 5' deep shal) be at (east 36" from the property line. Where the latera! runs in close proximity to the property (ine the property comers must be accurately staked by a professional land surveyor prior to inspection. 12. Laterals running parallel to a building or structure shal! be 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 calt to discuss further i# 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 ar 1-800-382-5544 before you dig. For more information go to www.indiana811.org. TriCo Regional Sewer Utility 10701 No�th College Avenue Suite A Indianapo[is, Indiana 46280 Phone (317)-844-9200 Fax (317)-844-9203 Revised 03/19/2019 'iriCo Regional Sewer Vtility 10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.trico.eco ReSidGl7ti�l �$� 1 Pe,rmlt Ordinance 12-08-08 Lateral Location Owner/Occupantlnformation Address Number 12958 _ ... Owner ... .. . . .�.� Address2 ...._.... ._ _. _ .. ......... . .._... ._... _.__... _.. _ . . . � _ . . . First Name _ _._� Street Pettigru Drive Last Name .. . . ........ .. ... . City Carmel �.... ..... ....� . �... .. .......... .... . ..... Phone Number State . . .. .. _ _ . ... .. ... . _ . . . _ ..._ .. .. ........._ . .................... ...._... ....._ ...... . ...�.N Mobile Number .. _. Zip Code 46032 . . . ._ ._ . �... . _ . _ . . . . . . . . . . . . .... ....._ . .......... ....._. . .._.. ._...._...... .. ..�... .. Fax Number Subdivision Village of Westclay .... ..... . ... , . .... _ ...... . __ . . . ._ . .. . . .... __.. . . . . _ _ . _. . . . Email Address _ . . . ... . . . .__ _ _ . Section Number 6003-B ,_ ....... .. . _. ..._... ......._....,.. ....._ ......_... ... .._ __ ............. ...... Lot Number 1348 Permit Information Owner Address if Differenf Address Number .._ _.. .... . _. Address 2 . . . _ --- . .. ... ..... .. ............. ......... ....._.._ _ Street ._ . .. .. . . ... _...... ... .. .... _.. . . . ..... City .__... ..... ._........... _ _. _. ._ .,......_.__ . ....... .... _ __. _.._ ...__ State _.. . ..... ..__. ._...... _..... .. ._ .. ............__..._. Zip Code ....� .......... ....... .... .....�.....__.__........... .. . .. . .............. Builder lnformation Builder Onyx and East, LLC _ _ _ _. . ..... . . .. _ . . . _ . . . . _. Phone Number 317-672-7955 ._..... ... _ _.. ._....... acility Features ana� Addition /nformation Slab Foundation YES Square Footage . .. _............ .... .. .................._......... . Crawl Space Water Type Carmel Utilities ._.... _ ._. _ .... . . . _ .__.. _ _..... .. __.. _.... ..._._._..__._. _ . . ....._ ... Basement Basement Status Not Applicable _ . . . . ._. ._ . . . . . . . _ . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . Cleanout YES Main ID VWC12-VWC11 _ ... .... �.... ..... ....._.._ ............ ___._....._......_ Ejector Pump Lift Station 23 126th Street Station __ . _ . . _ _ . . . . .. . . . . _ .. . . . . . . . . . .. .__ . .. . . . . _ ._ . . _ ._ . . . . . . . . . ._. . . . _ . _ . . ._ _ _ . . _ _ . .__ . . ump Pump _ . _...... _._ ......�_........._..........._....__.........._........__...,__......_. Grinder Station Program Speci�cafions ■ 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 Signature: � � Date: —' % � `�' I � �� Approved By: Date: �Z , �, �p� � cy �� EN�INEERIN� 4� 2�'t s i� � � � ( � � � � j._ � cq � , � �� i' � {{{ i � wr I � � 4 Q i � M a�� ' � � �_ � a �� ...� I...S�• "" — . � �� N i � � � � � � � � a � _ � � � V : � a �. � � 0 t�7 M � � .� � � � 5' U.E. �S89'48'��'}W 79.10' �,.; �..� _._.,_. ___-_� 5' u.�. �; ._._. ____ __._ _... ,.�.. �� m o� N �N PLC�T PL��I�T � 1347 �,742 S.F: o,os� �c.� SAN. LAT. WATER M��TER S89'48'01 "W 79.1 D' � I � - 1 t � i N l ; � ;Y, � 3 1 � d� `3 �� N N r�. %"` �,_, � � �n � f W � �_ I i3y o0 �I �C? c� r� _ ,r.. �,,� � { � M 1��N �fo �� I �1f f N .,.,� � o t- —i.z_ , ` --�,.,. ,� v w � �„ `,Q w 1 j _' c, y- �3 ai � � � vi i a' � � � i_ � � I o 0 � � r-� � j I � � i � .� � , J-'' � ✓ �� 1348 s�A��i�r 1,925 S.F. o.o�� C�l.�l5� WAT£R METER S89'48'01 "W 79.1 a' CI.F,�►�N p� — . SAN. LAT. p�=908.8 YYAT�R MEt�� M�PG=908.40 �� 1,9�5 S.F. O.Q44 AC.� S89`48'�1 "W 79.14' fl � � � �� m � O � O � � '�' � �1� �i0t� �'� ��1�=�� GRAP�iIC SCALE o' �a� 20� so� 1�� GU� ^ � � � � � � ul� N � _ y W F � � o� P�` � �oa� �a-- � � ��L S � r- �� UST � a � T G �SS��LE x � 7' ,�� E �...� � wAr�R �er�Rs �` � � 350 � 3,009 S.F. U-? � �.U69 AC.� � � .i WM=9Q6.38 N9Q'04'aQ"E 79.�0' � ABBREVIATCONS A.E, — ACCESS ESMT A,D.U.S:E. — ACCESS, DRAINAGE, UT1LIiY ac SEWER ESM7, �.t�.P.E. — BEST MANAGEMENT' PRACTICE ESMT. B.T.L. — BUILD TO UNE C.A. — COMMON AREA D.U.&S.E. — DRAl1�A8E, UT1LlTY dc SEWEFt ES�1'i. ESMT. — EASEMENT LAi: — LATERAL *MFFE — MCNIMUM FlNISHED FLUOR ELEVAiION (�ER ('ANSTR�JC'��N PLANS) MFPG — MIN{MlJM FLOOD PROTEC110N GRADE (PER CONSTRUCTtON PLANS� PQR. — PQRCH R,/W — RIGHT—OF—WAY � s �� / � Jw {�X►S�nNc) � "This drawing is not cn ►nt�nded to b� represented as a refi.racament ar originpi boun�ary survey, a route survey, or a Surveyt�r Looation Repot�t." LEGEN D xxx.xx . PROPOSE� GRADE � AS—SUIL.�' GRADE ■ ClJRB INLET � BEEHIVE lNl.E1' � MANHOI.E 'r WA7�R HYDRAN7 9 WATER VALVE �--��-�--- SANI7ARY SEWER �T STORM SEWER w WAiER MAIN � SAN. —�ANITARY '�NOTE: COI�1RACiQR TO 1tERIFY JURI501G710NAL REt1UfREMENTS FOR 'f�FFE' WfiH RELATED TO SEWER Z S.B.L -- SET�ACK LiN� � u�1�� STANQA�D lS TO i F007 ABOVE UPSTREAM OR DOWPlS7REAM MANHOLE CASTING ELE11A11aN5. a '� S.F. — SQUARE FEET *Note: Improvements sha+m per deve�opment p1aR, nrea stN1 under canstruction. 8enchmark Elevatwn, Wa�er S5D -- SUB--SURFAC� RRAiN Loterals, .Sanitary Laterals, and As�built grades are depicied from post canstruction measurements taken in � TG — iflA OF GAS�lNG Ntarch 20�8, Other informution is depicted per the latest version of proposed constru�tion plans and is sub j�ct � to change. Squae footage for �he lats are listed fa the area of the overail !ot and noi the squore footaqe of the building unit footprints. � E VTLLAGL� OF WESTC'�..AY' Y.LC PLOT PI.AN — BUILDING nL.�' DRAWN HY °' 46fl VIRGINZAAVE. , REPLAT OF VII..LAGE OF WESTCL.A`Y M G J � cn �, INDIANAPOLI�, JN 46203 SECTI�N 6403-B . CHECKED BY �� PAR'T OF l3LOCK C �� xwc E�rn�xnvG VII.I�AGE OF WESTCLAY UPTOWN DaTE m� � RE—Pi.AT OF StflCK °9" ��/'� 3/2�� p�,ov y 13S N. �'ENi�t�Z'L.V.AN�A ST, SUITE 2800 �nstrument #2019056986 SCALE Q IND�t.APOLiS, IN 45204 . � 317-347-3663 P.C. , Slide PAGE 1�?F 1 'i "= 20'