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N/A ------------- ------- ------------ ----------=----°--`------`---'-- ProjecYDeveloper' __ AddressNumber. _ _ 1661 --- ----- -—--- --------- =-------_-----=-- Lift Station _ __ . 04 Springmill,Ridge�Station ,Address 2 ------------------------------------- ----------------------- .-------=- TreatmenLPlant MIX; Street West Main Street -------------------- ------ ---- - -------------------------—------� Parcef Acreage. 2;350 City Carmel EDUinGallons ---- -------- ---- ----` 310 ZipCode ------- ------ - ----- - 46032 County Hamilton - --------------- ' --- --__=_-:= Local`Sewer Charge-D1st►ict Contribu4ion - -------------'= Builder Plan'Reviewand lns ---------------------------------- pe6tion `'_---' '------------' Phone Num6er Application Fee <$150:00 ---------` ------- ---`--- ` -`-— -- ------ - -------- EDU,Fee $1,650.00 Owner Bryant 6`Tasha Scott - ----- - _ Interceptor Fee $Z 77000 - -----------=`- ------ - .-. ---, Phone:Number OtherFees -_- ---_--_ =--'`= , -------------=_----_°_=------- -------------------------------- Occupant Fees'bue $9,570.00 ---------------------------'------ Invoice?Number , Phone'Number PLEASE NOTE Jnstallation of building,sew`er shall be per the specifications of the�Clay;Township;Regional Waste. District (see reverse)and anyconditions noted below. Ail installations shall:be inspected by Dist'rict personnel during "open trench" phase.and before backfilling with stone to twelve incfies above the pipe. NO footing;or foundation drains;,or other sources of;ground:or�stormwater; shall be permitted:to"enter the Di§tricYs sanita'ry'sewer;system. The Districtwill assume no liability fordrains which are below 4Fie grade;level of the:nearest downstream manhole'no�'fot laterals which are extended,beneath,driveways or sidewalks. The permitfiolder(property'owner, developerorbuilder) will 6e responsible for damages to the District,s sewer system: This includes damages to manholes, castings, inanfiole lids and the like;.caused by construction activityon the building si[ewhich is the subject of this permit: Inspections by the,DistricYare'.MANDATORY and,shall bearranged'by contacting the DistricPs office at 844-9200 24,Hours.in;advance. All new construction will;be;placed on'billing twomonths after conneotion.has been.made;or when water,is connected, whichevec'comes fiFst ' The'6uilding has: Low PressureFOrce MSLPFM-HC72C Grease Trap ' No Slab Foundation No Mein ----- --- Grease;lnteiceptor ,_ No,_ Crawl Space -Na ManholeJDs ,USMH, HC-12C DSMH ---`-'� -_"-"---=== . Grit`Interceptor No Basement Yes Liil Elevation � 879.17 k � --------` -------------------- Grinder Station _No First Floor Elevation _ . -----`- ---------- Water Service City of'Carmel, Basement Elevation BZ4 OO ft 874:00 ft ----=-- ==-`---`"----' Calculation is based on both Manhole Lid Elevations and,the elevation o/the�Firsf Floor�� Per Ordinance�9-13-99'and;the elevations provided,.the substructure shall be plumtied by:; Low E►essure System The Distiict wrrently:requires[hat an,181 inspection isperformed'and,a Ceitificate,of,Compliance isissuetl prior to occupancvJ'sale of:a propeYrtti: Blease re'view attached I/I"PermiG ' anfioles shail remain`accessible at all tiines. Burietl inanholes will be corrected b the Develo edOwner. he"pioper olass ofdeanout must be installed'every 100 feeYofiateral pipe measured;from�sewer main to stiucture The terms of the conditional permit, if any,are IisEed below. . � o�`Np�ANq.� � H�P. �- oy - . n p � .c y . . . . . _ _ . .. _. �6 All condifions have been met.,Connection to the sanitary sewer is � � � d. FORCE MAIN TO BE.INSTALLED. MUSTBE TESTED PRIOR TO CONNECTION. � By signing tielow;�I,attesfthat bam;famllfa 'h -Dist�ict's��specifications and�agree to accept�responsibility for all work Coneunder this permit: Builder/Owner Signature � Phone Number .3��.-S O'�-l{�']�'� , �- , S Printed'Name ���p;,� ' . .p-� AppfOVed By `� �'S n�'��� .���_ Ryan man, Disfnct �g„�e, �Permit`�ate� 6�`i7/261� Permit is valid;fo ON ;YEAR fromShe date issued. Permitvalid only with CTRW D seal in red:ink. SUMMARY OF LATERAL,INSTALLATION REQUIREMENTS 1. All'houses, buildings, etc., shall connect to the'DistricYs�sanitary„sewer.system within-90 days of notice providing a sewer isEwithin 300'feet"for Hamilton Countybr100 feet for Boone County_of;the.property line as defined,througli Indiana Gode (IC]3-26'.52). Onlyone builtling'may connect;to,the sewermain per:lateral unless otfierwise approved by3he,District. 2. No foundation, Sump, Downspouts or othecstorm:water drains shall:be interconnected to DistricNs:sanita.ry seweF as addressed th�ougli our I/I Ordinance'12!08:08 and I/I Policy found;on ourwebsite at www.ctrwd:org. 3 The existing sewerline from the building to'tfie septic.tank may only be used'iYit is.located'under abuilding addition ,patio,,porch o[paved driveway. Ai�test is°reguired,to show'if acoeptable forre-use: The p�operty owner shall bearthe cost of�all'testing� The`District inspectormust lie onsite for the duration of the air test _ 4. The distrid shall inspect ALL late[als.The ownei or contractorshall notify theDist�ict prior.to,backfilling the,installed, lateral+so the District;oan make°an inspection'.:to'c]ete�mine compliancg:with the'Disf�icYs sewer use ordinance. L2te�el Stubs��shall remain eapped until an inspector is on site.`.Einal connection.shall only be made.under�direct supervision;of'a CTRWD inspector. If an inspection fails'antl a,second inspection is�equired•or the contractor'isinot on site for the scFieduled'sinspection, a°fee`of$100.00 will be:assessed and must;be`paid prior to the,time of the follow up.inspection. 5. Properry owners are hereby"advised that the 6ounty Board of Health regulates.the operation,and maintenance of p�iGate,sewage disposal'(septic) systems Tfie;County Ordinance provides,in part that, upon connection to a public sewer, a septic tank"...shall be.abandoned (pumped olean)and tilled completely,with earthen.material or stone in a safe.and sanitary manner:" Please:contact,the appropYiate,County,Board of Health'fo�furtherinformation and'to notify the'departinenf of the atiandonment 6. Acbeptable Pipe Materials: PV,CPIPE:r SDR�35 orSDR�26, ASTM,D3034,°SIX"INCH PIFE ' PVC,PRESSURE'RATED PIPE: SDR 21„ASTM D2241, SIX INCH P.IPE RESTRAINED,JOINT PVC PIPE;(DIRECTIONAL DRILG): Yelomine SDR 21', ASTM D2241, SIX INCH PIPE (use only per approval of the qistrict Engineer) GASKETED JOINTS: ASTM D3212 GASKETS:.ASTM F477 FITTINGS:SDR26 0B BETTER ("FERNCO" OR SIMILAR FLEXIBLE.COUPCINGS TYPICALLY NOT ALLOWED) DUGTILE IRON:MECHANICAL COUPLING W.ITH PROPER'FITTINGS' PRIVATE GRINDER PUMPS ACCEPTABLE'PIPE MATERIAL`� IF CONNECTING INTQ'A LQW PRESSURE.FORCE,MAIN- CTRWD musE6e contacted for explanation`,of'aliowable pumps and pump requirements 1.25" HDPEDRII IPS,(TYP.)connectionsare to be made with -- (Polypropylene.or Stainless,Steel), Comp�ession_,Fittings;or.Eleotrofu5ion ALL PUMP'CONNECTIONS Pumps located more than 3' perpendicular to or�un.longitudinally along the;building for more;than 3' shall�have a cleanout mstalleii and the pipe:shalfbe transitioned to 6" SDR°35 pipe'for connection.into the,pump:station. CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THR,EE FEET FROM THE FOUNDATION AND FOR GRQVISY�LATERALS Nq MORE TNAN 100 FEET APART'(please€see Clean Out Details Type;2;and Type 3 for multiple'cleanout installation reguirements). , CLEAN.OUT GAP BEQUIREMENTS 6" PVC Threaded Caps 7. BEDDING - Use Numbe�S.crushed stone or Number8 fractured face•aggregate Nurritier&stone backfill material is to:be;placed f�om 6 inches below to 12 inches abo4e:the pipe The;trench should 6e a minimum of ]B:,inches wide (sizincFies;on both:sides of the pipe) � 8. Laterals shall.be:installed no closer tham20 feet from water wells unless PVC�pressure grade pipe is.used meeting SDR 21 and ASTM D2241. An ro osed installation re uirin q , Y p p __ q g,pressure pipe-shall;be:reviewed anil accepted by ; the DistricTand the Distric4's engineer priorto installation. �9. Where a transition ismade between SDR 35 pipe'and'ptessure grade SDR 21 pipe, a ductile:iron gasketed - ,� ,.-- - mechanical;coupling shall be used. 10 Later'als shall terminate-within 3 feet of the building;unless the conditions in`item #3 above are met. No glued pipe shall be:installed�outside three feet of;building foundation walls. ` N AddiYional;information on'District standards and specifications may be obtained;from the DistncYs office'du�ing busines's hours of8:00a:m. to 4:30 p:m. Monday through Fnday.,All Distriot_standards_can be.located on our web ° _ __—site.atfittp:/lwww:otrwd:org, -- -- ° " "" CIay,Township 13egional Waste,District 10701 College;Avenue-;Suite�A`Indianapolis, Indiana46280 10701 Noitfi'Coilege Avenue Suite A Iriilianapolis,;Indiana 46280, Pfione (31,7)-844-9200 Fax`(317j-844-9203 12. Septiaeffluent sliall not tieipumped out intothe sanitary sevuer system.. 13. Contractors shall 1ay14 gauge-solid wire�tfie entire length�of tlie late�al: Wire,isto'be,placed on.topfof the lateral'. The District inspector will verify placement of the wi�e. Afterinspection, bedding is to be placed on top. 14, All exteriors structures and piping are su6ject to be tested and/or'televised-upon,therDistricts:tliscretion: Examples, of:structures that!may'be included are manholes;griYinterceptors, pump pits, grease�interceptors, eto. Testing requirements are to verity that alf structures are-watertight and that they:conform to{he Dist�icts I/I Folicy. '15: Call;before,you dig. IUPPS`1-800=382t5544, 48'hours.p�ior to digging: Revised 02/E7/2074 by Tk