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Home My WebLink AboutGN010.0 - Sewer Permit Lot 85P�oject WO ENG4312007 Sectian Number Project Name Sanctuary at 118th Street Section 'I, 2A, 3, 4A Lot Number Project De�eloper Platinum Properties Address Number Lift 5tation 96 Zionsville Presbyterian 5tation Address 2 Treatr�ent Plan� Parcel Acreage EDU in Gallons Loca! Sewer Charge - district Cnntribution PEan Rev9ew and Inspection Applicatinn Fee EDLf Fee Interceptor Fee OtherFees Fees Due lnvoice Number Slah Foundatian Crawl S�ace Basement PLEASE iVOTE: lnstallatian af building sewer shafl be per the specifications of t�e TriCo Regional Sewer lJtility (see reverse) and any conditions noted below. All installa#ions shall be inspected by 7eiCo personnel during 'bpen trench" phase and before backfilling with stone to twelve inches abo�e the pipe. ND footing or four�dation drains, or ather sources af ground ar storrnwater, shall be perrnitted to enter TriCo's sanftary sewer system. TriCo will assume na fiability for drains which are belaw the grade level of the nearest downstream manhole nar for laterals which are extencied beneath dri�eways ar sidewaiks. The permit holder (praperty ownar, de��loper or b�ilder) will be responsible for t#amages io TriCo's sewer system. This includes damages to manhales, cas'#ir�gs, manhole fids and the like; caused by construction activity on the building site which is the subject of this permi#. Inspections by TriCa are MANDATORY and shal! be arranged by contacting �riCo's office af 844-920D 24 nours in ad�ance. All new constrt3ction will be pfaced on billing two months after connection has been made or when water is con�ec#ed, whichever comes #irst. The building has: Grease Trap Grease Intereeptor Gt'it �nterceptnr Grinder 5tation CTRW� WWTP Street Main ID: Manhole [Ds �S�H YES Lid Ele�ation First Floor Elevation SNT629-SNT807 SNT-829 SNT-807 DSi�+IH 9Q5.55 � 903.73 +� . 906.22 ✓ 9a6.22 �f Water Servic� City of Carmel Basement Elevatior� 89722� 887.22 � Calculation rs 6ased on both Manhnle Lid Elevations and the elevation of fhe First Flnor 0.67 2.49 i F#. Per Ordinance 9-93-99 and the ele�ations provided, the substructure shall be plurnbed by: Ejector Pump Onfy �TriCa currently requires tha# an I&I inspection is perFormed a�d a Certificate af Compliance is issued prior to occupancy I sale of a properrty. Piease rev'tew atkach�d Ill Permit. Mant�o{es shall remain accessib�e at all times. Burieci manho[es will be corrected by the DevelopeNOwner. `!"he proper class of cleanouE must be insta][ed every 1 a0 feet of lsteral pipe rr�easured fror� sewer rnain to structure. 7he terms of the conditianal permit, if any, are listed below, Plans have been submitted. Ali fees have been paid. No �ertifcate of i�surance requirecl. No additional permits required. No manhole core permit required. 7he facili€y is not classified as a F'pG facilify_ tNo#es) _ 6y signing below, I attes�t that I am f�(n iar with t� Dis�cY�s /� Builder / Owner 5i nature t Printed Name Appro�ed By Perrnit is valid 0.51 City 31 a Zip Code Couniy a.QO g�ilder Q.60 ��o Qo Phone Numfaer 1908.0� OWner 0.00 phone Number a.na 2058.OQ Occupant 85 'i 179 0 Waterbridg� Dri�e Zionsville 46077 Hamiltan Paul Shoopman �iome Building Group 3 � 7� 15-0459 Phone Number and agree to accepi responsibility far all work do�e under this permit. Phane Num�er i. � � j�-/ r Zz�l 1 � y �an istnci Enpfneer � -YF_AR from the daie issued. Permit val9d only wikY� TriC � � T � d � � . Vt. in oa � A 8�� - r1aMf1.t4N th i�7fl1 N. College A�enue.Suite A Indianapolis, Indiana 4628� phane 317-84+�-920� fax 3�7-844-92fl3 www.trico.eco Residential SANITARY SEWER PERMIT 9999'�344Q Permit Type �� SubrJivision Waterfront at West Ciay SUMMARY OF LATERAL INSTALLAT[ON R�QUIREMEI�T9 �. Only one building may connect to fhe sewer main per lateral 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 dewaterir�g systems shali never be discharged to the sanitary sewer. 3. The existing sewer iine from tf�e building to the septic tank may only 6e reused if it is locatad under a building additian, patio, porch or pavec! driveway, and the line passes an air test that is abserved by TriCo. Contact TriCo for rr�nre informatian about air testing requiremenis. The property owner is responsibfe for iesting costs. 4. TriCa shall inspect alE new laterals or lateral repairs in #heir eniirety. Final cannection to the sanitary sewer must �e observed by 7rico. The praperty owner or contractor must notify TriCo prior to backfiliing. fnspections must be schedu]ed at I�ast 24 hours in advance. If an inspection fails and subsequent inspections are required, or if fhe contractor is not on site for the scheduled inspection, a$100 fee uvill �a assessed and must be paid priar ta scheduling the reinspection. 5. S�ptic system cantents or eifluent shalf never �e discharged to the sanitary sewer. 8e advised that your county health departme�t regulates septic systems. U�on connection to sanitary sewer, a septic tank must typically be abandoned, pumped c]ean, end fped corr�pletely with earthen maferial. Cpntact yaur county health ciepartment far mare infnrmation on septic system and abandonment requirements, and ta notify the department af any abandonment. fi. The follnwing materials are accepta5le for use in gravity sewer lateral installaiion or repair: PVC pipe: S�R 35 or 5DR 26, AS7M D3034, 6" diameter PVC pipe, pressure rated; SDR 21, ASTM D224'i, B" diametar PVC restrained joint pipe for dir�ctianal drifling: Certaflo Greenline 5DR 2'I, ASTM D2241, 6" diameter Ali gasketed joints shall mee# ASTM Q3212 AI� fittings shali be S❑R26 or better Ductile iron mechanical joint fittings with proper hardware SDR 26 gaskated repair sleeves or Indiana Seal shear guard Femco and similar flexibl� coupiings are anly acceptahle in certain circumstances and shall not as used withaut prior ap�ro�al from TriCo Geanou#s: 6" threaded PVC caps Bedding: Use #B crushed stone or #ractured face aggregate The fvllowing materials are acceptable for use in fow-pressure sewer lateral instalkation or repair: HDPE pipe for directional drilling: DR 11 IPS, 1.25" diameter, PE4710 ConnecYions shall be made via eleetrofusion or using palyprapylene or stainless steel compression fittiRgs Electrofusion high valume tapping tee, rafed 20D psi, PE471 Q 1.25" IPS #ull pnrt 1/4 turn fusible PE ba�l vaive, rated 200 psi Threaded swing check vaive, 316 stainless s#eel, rated 2�0 psi , Contact 7riCo for acceptable pump statio� rnaterials, equipment, pumps and other requirements 7. For gravity and low-pressure systems, the line laaving the buiiding shall not exceed 3' in fengt[� before a cleanout must t�e added and the line is trafnsitioned ta 6" diameter 5DR 35 PVC pipe. Glued joints are not ailowed after 3'_ Nn additional glued fittings are allowed between the building and the transitioNcieanout. For all gravify lines, cleano�ts shaA �ot be spaced more ti�an 1Q0' apart between the huilding and the sewer main. See TriCo's standard drawings for mvre info�rnation on cieanout insta]lation. S. Bedding material shall be pEaced from at least 6 inches below to 12 inches abo�e the pipe surface_ The trench sf�all be a minimum of 1 B" wide with at ]east 6" of ciearance on both sides of ti�e pipe. Material shall be placed a�er the pipe and tracer wire after inspection. Soft, unsiable or unsuitable material found below anci near the lateral, including any fill or foundation backfiil material, must be removed and replacet! with #8 stone. The contractar is salely responsible for establishing stable pipe bedd�ng conditions. 9. #10-AWG solid copper tracer wire shaq be laid on top of and run the eniire length of the lateral. Ali s�liciRg of tracer wire shall use 3M splice kit modal DBRIY-6, King Innavation Dryconn Diract Bury Lug Aq�a catalog #9�220, or TriCo approved 10. Laterals shall be installed at least 2d' from water wells unless PVC pressure grade pipe is used. Any proposed instaiEation requiring pressure pipe s�all be reviewed by 1'riCa priar to instailation. Where s transition is made he#w�en 5�R 35 pipe and pressure grade SDR 21 pipe, a ductile iron gaske#ed mechanicaf couplings must be used. 11. Laterals less than 5' deep shall be at least 24" from k1�e prop�rly line. Laterals more than 5' deep shail be a# least 36" from the property line. Where the la#eral runs in cfose proximi#y #a the praperty fine fhe property comers must be accurately staked by a professional fand surveyor prior to inspection. 12. Laterais running parallel to a bui[diRg ar structure shall be af ]east 36" from fF�e face of a crawl space or slab on grade foundatian and 60" from #he face of a basement iouncEation walL 5pacing requirements also apply with respec# to the ancillary structure's founda#ian depth_ Anciliary structures (e_g_ window wel[s) and other utilities shaEl no# be p[aced o�er or near the ]at�;rai. �riCo may adjust requirements where f�ture access to the lateral may be obstructed by other utilifies. The contractor should ca�l to discuss further if helsi�e beiisvas t�is could 6e ar� issue. 13. All infrastructure cnnnected to TriCo's sewer system mey be tested, inspected, or felevised ak TriCo's discretion, and must retraain accessible and properly maintained_ 14. Cal! 81 i or '[-800-382-5544 befare you dig. �or more information go to www.indian�811.org. TriCo Regional Sewer Uiility 107D1 �forth Co�fege A�enue Suite A Indianapo[is, lndiana 46280 Phor�e (317)-844-92D0 Fax (317)-844-9203 Revised 03139/2019