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Home My WebLink About12960 (1347) TriCo Sanitary Sewer PermitPermit Type Project WO Project Idame Project Developer Lift Station Treatment Plant Parcel Acreage EDU in Gallons Final 2017-1346 VWC 6003-B Uptown Onyx and East, LLC 23 126th Street Station CTRWD WWTP 0.063 310 one 317-844-9200 fax 317-844-9203 www.trico.eco Subdivision Section Plumber Lot Number Address Number Address 2 Street City Zip Code County Village of Westclay 6003-B 1347 12960 Pettigru Drive Carmel 46032 Hamilton Local Sewer Charge - District Contribution 0.00 Plan Revlew and Inspectlon a 00 Builder Onyx and East, LLC Appllcation Fee 150.00 Phone Number 317-672-7955 EDU Fee 1908.00 Owner Interceptor Fee �•Q� phone Number Other Fees Q �0 Fees Due 2058.00 Occupant Invoice Number Phone Number PLEASE NOTE: Installation of building sewer sha(I 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) wilf 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: YWC12-VWC11 Grease Trap Slab Foundation YES Grease Interceptor Crawl Space Manhole IDs USMH Wy�-�2 VWC-11 DSMH Grit Interceptor Basement Lid Elevation 908.38 +� 907.26 ✓ Grinder Station First Floor Elevation 909.0� � 909.00 ✓ Water Service Carmel Utilities Basement Elevation Ca/cu/afion is based on both Manho/e Lid E/evations and the e/evation of fhe First Floor 0.62 � 1.74 Ft. _ _ Per Ordinance 9-13-99 and the elevations provided, the substruciure sha(I be pfumbed by: Not Applicable �TriCo currently requires that an 181 inspection is pertormed and a Certificate of Compliance is issued prior to occupancy / sale of a properrty. Please reviewr attached I/I Permit. Manholes shall remain accessible at all times. Buried manholes will be corrected by the DevelopeNOwner. 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. a,,�t�� ,�,,,�,,,�� 1 No certificate of insurance required. No additional permits required. No manhole core permit required. The facility is not classified as a FOG facility. {Notes) �� 4�A � � ��"�� = 5lA��iV ��": ..�a� By signing betow, I attest that I am fam' ' i th istricY ecifications and agree to accept responsibility for all work d ne under this permit. Builder / Owner Signat Phone Number �% % ��- % 5/ Printed Name �j �,,y ��,.�l �,�` Approved By Permit is valid -- '* 1 l 1_. an, 45istric[ Ens�ineer 11 /26/2019 �-YEAR from the date issued. Perrtiit valid onl with TriCo seal in red ink. Y SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. Only one building may connect to the sewer main per tateral unless atherwise 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 TriGo for more information about air testing requirements. The properly owner is responsible for testing costs. 4. TriCo shalf 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 notify 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 not on site for the scheduled inspection, a$10Q 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 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 directional drilling: Certaflo Greenline SDR 21, ASTM D2241, 6" diameter Alf 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 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 installation or repair: HDPE pipe for directional drilling: DR 11 IPS, 1.25" diameter, PE4710 Connections shall be made via electrofusion or using polypropylene ar stainless steel compression fittings Electrofusion high volume tapping tee, rated 200 psi, PE4710 1.25° IPS full port �/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. Glued joints are not allowed after 3'. No additional glued fittings are allowed between the building and the transition/cleanout. For all gravity lines, cleanouts shall not be spaced more than 100' apart beiween the building and the sewer main. See TriCo's standard drawings for more information on cleanout installation. 8. Bedding materiai 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 ieast 6° of clearance on both sides of the pipe. Material shall be placed over the pipe and tracer wire after inspection. Soft, unstabie or unsuitable material found below and near the lateral, inc(uding any fill or foundation backfill 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 length of the lateral. All splicing of tracer wire shall use 3M splice kit model DBR/Y-6, King lnnovation Dryconn Direct Bury Lug Aqua catalog #90220, or TriCo appraved 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, Laterafs more than 5' deep shall be at least 36" from the property line. Where the lateral runs in close praximity to the property line the property comers must be accurately staked by a professional land surveyor priar to inspection. 12. Laterals running parallel to a building or structure shall 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 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, lndiana 46280 Phone (317�844-9200 Fax (317}-844-9203 Revised 03/19l2019 ' 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 Residenfial !& 1 Permit Ordinance 92-08-08 Lafera! Locafion Owner / Occupant /nformation Address Number 12960 Owner .. _ _ ....... ._.... ._. _... .. Address 2 _ . . . . . ... .... . . . . _. . . _ �. .... . __. . ..... . ....... 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 1347 Permit Information Owner Address if Different Address Number . . . . . . . . . . . . . .___ . . . . . . . _ _ . . . Address 2 _ ._......... . ........... ...__ ._...__.. ....._..� ........ . ..... . Street � . . .... .... . .... . . . ... .._..._.........._.. ...._. City ___ .............. ....... _...._....... .........___ .. ................ _...._. State . . . . . _ . . . . . ... ... . . . ._ . . . . . _ . . . .. . . _ .__ . . . . ._ . .__ Zip Code _ ............. . . _.. � _ __._. Builder Information Builder Onyx and East, LLC _ __ . ... _ . .. ......... .. . __ _... Phone Number 317-672-7955 _ . ..... ... _. Facilify Features and Addition Information Slab Foundation YES Square Footage _ _ ......_.. . �. . . . _...... .... .. . .. _ . ._ . . . . . . _.. . . . . .__ . . . . . . . . . _ Crawl Space Water Type Carmel Utilities .__. ..... ._._ _.._ .._..... __ ....... ._........ .... ....... _.._ ..... __ ..... _ ..... _ asement Basement Status Not Applicable . .. . . .. ........ __. .. _ __.... ..._.._. Cleanout .YES Main 1D VWC12-VWC11 ... .. . _ .............. ......_........ ............... ... _ . __ Ejector Pump Lift Station 23 126th Street Station .. ...... . ... ......_._..._ ..... . ..._..._.. _ ... ....... ...... .... _.... Sump Pump _ _.......,.. . _......__ .�.. ...... _ ............_..... ._........ ........._ 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 ins, ection. If a certificate of compliance is not issued within 30 days of the change in ownership, a sewer surcharge a�$20 per month will be assessed and added to the sewer bill. -,.- Owner / Occupant Si�nature: Date: �" l".� � Approved By: '` Date: j 2� 2, % 2� � d �, ��.� �� _�� HWC _ PLC�T PLA N � �n, 9 ��,��r� `� � J�" �`�� M � 1 b x � � � � � I� � 0 � M � � s � � .� € f 3 �� ' � � � � � �� ' � i ,�1 m � � '� ! �� (� � i� � 1_ i � � M�' —.r I ' � i 1� � I ' � r`' � 3 � N d= �� W � � � I � I tn �' �-- r� { ;` M I � � N 3 � � i � �p � i' ',', t�^ �� ., , � �� WATER METERS � 135� Q�' ��E 3,009 S.F. 0.069 AC.i �A�#� —.....�,... RIM=908.38 Nso•oo'oo'�E 79.�0' m� �� a � � � w � � � � � N �' t— � � � a ►� � � � � d- o � � wa�� Z WALK � w c�0 �; � � �� m� FO '— �, ABBREVIATIQNS A.E. — ACCESS ESMT. A,[3.U.S.E. — ACCES�, DRAINAGE, UTILITY & SEWER E5MT. �.�A.P.E. — BEST MANAGEMENT t'RACTICE ESM7. B.T.L. — BUiLD 70 LINE C.A. — COMMON AREA D.U.&S.£. — DRAINAGE, UTiLlTY & SEWER ESMT. ESMT. — EA5EM�NT LAT. — LATERAL *MF�E — MINIMUM �tN{SHED FLAOR El.EYATION (P�R CQNSTRUC�iQN PLANS) M�PG — MlNIMUM FLOOQ PROTECTiQN GRADE (PER CONSTRUCTtON PLANS) �a�. -- �a�c� R f W — RiGHI'-4F—WAY "ihis drawing is not intended to be represenied os o retracament or original boundary survey, a route survey, or a Survey�or Location Report." L�GEND xxx.xx PROPOSED GRA�E � AS—BUItT GRADE ■ CURB fNLET � BEEHIVE INLET i MANHOI..E ti' WATER HYDRANT 9 WAIER VALVE s SANI7ARY 5EWER �T--�--� STORM SEWER w WATER MAIN a 5AN. — SANITARY �N(}TE: CONTRACTOR TO VERIFY �1RlSQIC11�lAL REQUIREbi�NTS F4R 'MFFE' WITH RELATED TO SEN1�R Z S.6.L — SETBACK LIN� t1��1�S. STANDARD IS TO 1 FOOT ABOVE UPSTREAM OR DOWNSIREAM MANHOLE CASTING ELEVAT10N5. m �- S.F. — 5QUAR� FEET *Note: Improveme�ts shown per development plan, areu sfr�1 under canstructio►�. B�chmark Elevafwn, Water SSD -- SUB—SURFACE DRAIN 1-aterals, Sanitary Laterois, and As—built grodes are depicted from post cons#ruction measur�nents taken in � TC -- TOP OF GASIING March 2Qt8, Qfher information is depicted per the latest vers►an of proposed consfn��tion plans and is subject � to change. &quore footage for the lats are listsd fa� ihe area of the overall bt and not the square footage of the buildi�g unit footprints. � ov�R PLOT PLAN - BTJILDING „L„ DRAWN 8Y Q OE VILLAG� OF VVESTCLAY LLC � 4b0 VIRGIN�A AVE. REPLAT OF VILLAGE OF WESTCLAY MGJ � N � IIVDz�vAroLls, zrt 462�3 SECTI4N 60�3-8 CHECKED 8Y �� PAKT (JF BL(7►CK C �� r- ��vc�n�Exnv� VILLAGE OF WESTCLAY UPTOWN DA?E z� � 135 N. �ENN5YLVANIA ST, 5UTI`E 28U0 RE—PLAT OF` BL4CK "9" �'� /'� �/�Q �� p N S IND�ANAPOLIS, IN 46 2 04 Instrument #2019056986 SCAL.E 0. 317�347-3663 P.C. , 5iide PAGE 1 �F � �"= 20' � � �� .� �� ,�� G��t ��w�R�� ' ,�� ,��j� �.� �� O�` �Z . Z.'�`p �l �.Y `* �\ \ � �� ` p ~�~ o � � 1 � � � �� . � `�� ` u �.• �' � � ° � �..._' � _j � �j f� t/) a� g9'�'8'4i "W 79.14' : 5' U.E. � .____ ___.. ,__._ ____. �...,. _,._,. • �,,, 1347 ie � 0.063 AC f SAN. LAT. WATER M�7ER ��a � O sg�•4�'0� "w 7s.� o' N �'�"' � t,�� 1348 �� s� ��. 1,925 S.F. 0.044 AC.t � WATER METER SU.7��SiQ 1 �� ! �7. t US � C�EIlH 4w�r - �° SAN. LAT. T�% �PAQ=908.8 � � WAiE� MET�R M�'PG-9Q8.4U � 1349 � � 1,925 S.F. ( 0.044 AC.t � _ S89'48'01 "W 79.10' i...Z'9 � � I � � � � C17 rn �`' c� a � t'� o Q � � GRAPHIC SCALE 0' 10' 2Q' 3p` �� zo� W � � � � � � � �� I , ��i) � 45 1/2 R/W (EXISTING)