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Home My WebLink About12956 (1349) TriCo Sanitary Sewer Permit, . _ . ...,�,..y Residential Permit Type Project WO Project Name Project Developer Lift Station Trea#ment Plant Parcel Acreage EDU in Gallons VWC 6�03-B Uptown Onyx and East, LLC 23 126th Street Station CTRWD WWTP 0.044 310 Local Sewer Charge - District Contribution Plan Review and Inspection Application Fee EDU Fee Interceptor Fee OtherFees Fees Due Invoice Number 0.00 0.00 150.00 1908.00 0.00 0.00 2058.00 Lot Number Address Number Address 2 Street City Zip Code County Builder Phone Number Owner Phone Number Occupant Phone Number 1349 12956 Pettigru Drive Carmel 46032 Hamilton Onyx and East, LLC 317-672-7955 PLEASE NOTE: lnstallation of building sewer shall be per #he 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 wi#h stone to twelve inches above the pipe. NO footing or foundation drains, or other sources of ground or stormwaier, shall be permitted to enter TriCo's sanitary sewer system. TriCo wil! 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: VWC12-VWC11 Grease Trap Slab Foundation YES Grease Interceptor Crawl Space Manhole IDs USMH vwc_t2 VyVC-11 �s Grit Interceptor Basement Lid Elevation 908.38 � 90726 Grinder Station First Floor Elevation gpg_pp f 909.00 Water Service Carmel Uiilities Basement Elevation Calcu/afion is based on bofh Manho/e Lid E/evafions and the e/evation of the First Floor 0.62 1.74 Ft. Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable TriCo currently requires that an f&t inspection is pertormed 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 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. `nea�►"'��'�+��;"�a,� �� 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 beiow, I attest that I am familiar " District's s� cations and agree to accept responsibility for all work done under this permit. Builder I Owner Signature - Phone Number � C Printed (Vame �~ �,.�,,,� Approved By Rvan Ha D� trict En�ineer 11 /26/2019 Permit is valid for NE- EAR from the date issued. Permit valid only with TriCo seal in red ink. I"1YGI ING v71,11LC /"1 inaianapons, inaiana 4ti1tiU phone 317-844-9200 fax 317-844-9203 www.trico.eco SANITARY SEWER PERMIT 9999'135�1 Final Subdivision Village of Westclay 2017-1346 Section Number 6003-8 SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. Only one building may connect to the sewer main per laterai unless otherwise 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 absenred 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 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 on site for the scheduled inspection, a$100 fee will be assessed and must be paid prior to scheduling the reinspection. 5. Septic system cantents or effluent shall never be discharged ta 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 an septic system and abandonment requirements, and to notify 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, 6n diameter PVC restrained joint pipe for directional drilling: Certaflo Greenline SDR 21, ASTM D2241, 6" diameter All gasketed joints shal! 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 cerkain circumstances and shall not be used without prior approval from TriCo Cleanouts: 6n threaded PVC caps Bedding: Use #8 crushed stone or fractured face aggregate The following materials are acceptable far 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. Glued jaints are not allowed after 3'. No additional glued fittings are allowed between the building and ths transifion/cleanout. For all gravity iines, 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 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 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 responsible for establishing stable pipe bedding conditions. 9. #10-AWG solid copper tracer wire shalE be faid on top of and run the entire length of the lateral. AI! splicing of tracer wire shall use 3M splice kit model DBR/l'-6, King Innovation Dryconn Direct Bury Lug Aqua catalog #90220, or TriCo approved 10. Laterals shall be installed at �east 20' from water wefls 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 mechanicat 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 corners must be accurately staked by a professianal land surveyor prior 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 cont�actor should cal[ 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 107�1 North College Avenue Suite A Indianapolis, Indiana 46280 Phone (317)-844-9200 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 Residenfial 1& 1 Permit Ordinance 12-08-08 Lateral Location Owner / Occupan� Information Address Number 12956 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 �1349 Permif Information Owner Address if Different Address Number ........ . ._....._. Address 2 _ ....... _. ._...... _ ... .............__..._ .. . Street .......... .. _ .. . .... . City. . . ._ . . ._ . . . . . . . . ._ . ............ ..__. . ._._.......... .... . ......... ...._..._............... State _. . . . . . . . . . . . . . ... . . . .. __ _ . . . . . _ ..__ . . . .. .. Zip Code _..�... . ......�....._ ................ ........ .. ..__ . ._._ Builder lnformation Builder Onyx and East, LLC _.. _......_..... _._ _ .. Phone Number 317-672-7955 . . . _ _ ._ . . . . . _ __ . . aci �ty Feafures and Addition lnformaiion Slab Foundation YES Square Footage .. _ _ . .._... . ......._.. . .. Crawl Space Water Type Carmel Utilities .... _.. ._.... .. .._. ...... . . ., _... _... _ asement Basement Status Not Applicable . . ._ . . _ . .. . . . _ . . . _. _. __. . . eanout YES Main ID VWC12-VWC11 .._.. .... _ _ .. .. . .. __. .._ ..... _.. _.._.._.._ _._.. . _.._ jector Pump Lift Station 23 126th Street Station . _. _. . ... _. . ... ... .. .... . ........ ...._ . _... ... . . _ ump 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 ■ 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 u' ction. If a certificate of compliance is not issued within 30 days of the change in ownership, a sewer s arge of 20 per month will be assessed and added to the sewer bill. .-� _ �/ r Owner / Occupant Signature: i� Date: �� ---� �--- �C.-; Approved By: � .,a Date: � Z,. Z� 2p�i v � �3 � � m �� N �N ,�*1: �a'i. . ►.:. ,i r�„r� I • � tiM , • i 1 �I ( +�� ` � �� ,'� �° � I � � � � � s P '�O � � � M � , � � � � I G�i � � » �.-�► � � j � � I`� u.i � � � '� ¢ � � �� ' ~� � - ( ' � � C� � �� r I' �� f + � N �� 1'¢� I�- � � � � � � j r CV �, .r. �� _ I ps o0 I � C� Q } - r— �y � r � � M I{ d N o � � � 3 � f � � � � o r -i•a. _ ` _�_ ,� v ,.�, , � — _� 1 ' - �f'� ► � � �� ; �� ; � ° 0 � � � � � � � � — �� U ..�- ".� M S � 0 PLOT PL.��.N �J V�G. B9'48'�'W 79.10' ____ ___w___ � � T S�U.E_.�. _..._ � � 1�47 - �,742 S.F: 4.063 AC.f SAN. LAi'. WA7�'R �1�TER S89'48'01 "W 79.10' �`.�'N � 348 ouc � SA�t. u�T. 1,925 S. F. 0.0�44 AC.t • WATER METER S89'48'01 "W 79.10' C��lY �jvt� — . • SAN. LAT. 'r`�� PAD=908.8 • WATER MEI�� M�PG=908.4Q 1349 1,925 S.�'. �Z�'� o.a� Ac.� S89`48'01 "W 79.1 Q' � , :� ,� •. r ..� . ��-�. � �..' I .'.� 1' _ .�i�'�:�`� �� ' ��, . ��:� �.:�i��. ,�,,��, , �`.• ,�! .. �� _.wl�! — � t , ; • ._. ', �� 9./.� ��V' �� i'{'1�� Vltt'f.C�C 17Ct'lirT� a' �o� Za 30� � �� = zo� � � � � � H i�A � r-�•�t � �a �- � � �� , WAtx -�� q D S � ��- �: wA�x 45' 1 /2 R% "'- WATER METERS �m � N � 135Q � � 3,00s s.F. �; � � o.oss Ac.f � � AN. � � �0 " c� RiM=908.38 N9o•oa'oa"E 79.� o' --� �' ABBREVIATIONS � o A.E. — ACCESS ESMT. � A,D.U.S.E. — AC�ESS, DRAI�fAGE, UT(L!� & SEWER ESMi. g B.�I.P.E. — BEST MANAGEMENT PRACTICE ESMT. ;� B.T.L — BUILD TO UNE M C.A. — COMMON AREA � D,U.&S.E. — QRAINA6E, 11TILITY dc SEWER ES�iT. � ESMT. — EASEMENT � LAT. — IATERAL ,� *MFFE — MINIMUM �lNISI�iED FLflOR ELEVATION (PER CONSTRUCTIUN PLANS) � M�PG — MiNIMl1M FLOOD PROTECTION GRADE (PER CONSTRUCTiQN PLANS} � P4R, — PQRCH 3 R/W — RIGHT—O�--WAY , �� (�XISTING} "This drawing is not intended tv be represented as n retracemcnt or arigfial boundary survey, a rat�te survey, o� a Surveynr Looation Report." LE��ND xxx.xx . PROFOS� GRADE � AS-8UlLi GRADE ■ CURB iNL�T � BEEHIVE (NLET ! MANHOLE 'r WAT�R HYDf�ANT 9 WA7ER VALIIE 5-�--- SANITARY 5EYYER � STORM SEWER w WATER MAf N £ SAN. — SANI7ARY #�Q� ��ACiQR TQ VE�IFY .�1RISQICTIONAL REQUIREMENTS Ff�t 'f�FFE' WITH RELATEU TO SEWER z S.B.L -- SETBACK LIN� �T1��1�� TANDARD 1S TO 1 F007 ABQYE UPSTREAt�I � DOWNS7REAM MANHOLE CA5i1NG ELEVAT10N5. � S.F. — SQUAR� FEET *Not�: Impfovements shawn per development plart, area st�i under ca�stntction. Benchmark Elevation, Water SSD -- SUS--SURFACE pRAIN Latet��ls, S�nitary i.aternis, and As--huilt grodes are depicted from post constructian measurements taken in � TC -- TOP OF CASIING March 2018, Other infcxmatian is depicted per the latest versian of proposed caistructwn plans and is subject � to change. Square footQge for fhe lats are listed for the area of the overaU lot and not the square footage of the bttildinq unit footprints. Q E`TTLLAGB OF WESTCLAY LLC PL�T PLA.N - BIJIIIDING "L." DRAWN 8Y °` 46fl VjRGIN�A Ay�. REPLAT C�F VILLA.GE O�' WESTCL,A`Y MGJ W� �, IlVDz,A.N�oL�s, IN 46203 SECTION 6p03-B CHECKEO BY � M � PART OF BLOCK C �e � �- ��vC E��INEERIlVG �-LAGE OF WESTCLAY ,UPTOWN dA� m� RE—PLAT OF St�CK 9 11l13/2Q99 p o � 135 N. PENi�SYLVANIA ST, SUI'I"E 2800 �nstrument #2019056986 SCALE �� Q INDIANAPOLIS, IN 46204 � 317-347-3663 P.C. , SlIdB PAGE 1 �F � �"= 2�'