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' ' . .. - _ • I� � ' .. ..�. � Y. a . .� . � . . a � �., . . , CITY OF CARMEL 2 ITEMS OF 2 PERMIT RECEI�PT OPERATOR: plux COPY # : 1 Sec :32 Twp: 18 Rng:3 Sub:.SBS Blk:2 Lot : 59 PARCEL ID . . . . . . . . : 1709320006038000 DATE ISSUED. . . . . . . : 07/25/2014 RECEIPT # . . . . . . . . . : BC000008032 REFERENCE ID # . . . : 14070149 SITE ADDRESS . . . : 11974 COPPERFIELD DR SUBDIVISION . . . . . . : SADDLEBROOK AT SHELBORNE CITY . . . . . . . . . . . . . : CARMEL IMPACT AREA . . . . . . . OWNER .. . . . . . . . . . . . : RMB BUILDING INC ADDRESS . . . . . . . . . . : 2167 FINCHLEY RD CITY/STATE/ZIP . . : CARMEL, IN 46032 RECEIVED FROM . . . . : RMB BUILDING INC CONTRACTOR . . ... . . . :� RISHEL EXCAVATING LIC # XRISHEXC COMPANY . . . . . . . . . . : RISHEL EXCAVATING ADDRESS . . . . . . . . . : : 5746 W MCCORD RD CITY/STATE/ZIP . . . : MCCORDSVILLE, IN 46055 TELEPHONE . . . . . . . . : (317) 335-3319 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- --------- -- -- ------ - -- ------- USFWATCONN FLAT RATE 1 . 00 2615 . 00 O .DO 2615 . 00 0 . 00 UN]ATERTAP FLAT RATE 1 . 00 102 . 00 0 .00 102 . 00 0 . 00 - -------- ---------- -------- TOTAL PERMIT : 2717. 00 0 .00 2717 . 00 0 . 00 METHOD OF PAYMENT AMOUNT REFERENCE NUMBER ---- — -------------- --------- CHECK 2 , 717. 00 042984 TOTAL RECEIPT : 2, 717 00� �>"` °,"aF� CITY OF CARMEL/ CLAY TOWNSHIP Permit#: 14070149 ` WATER/ SEWER PERMIT/ RECEIPT Date: 07/25/2014 ��'1401P1?A,• , PARCEL ID#: 1709320006038000 LOT& SUBDIVISION: 59 SADDLEBROOK AT SHELBORNE ADDRESS OF CONSTRUCTION: 11974 COPPERFIELD DR CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: RMB BUILDING INC CHEGK#: 042984 EXCAVATOR INFORMATION: Name: RISHEL EXCAVATING Ph.#: (317) 335-3319 Fax#: Emaii: Street Add�ess: 5746 W MCCORD RD MCCORDSVILLE, IN 46055 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Special NoteslConditions: LOT 59 SADLEBROOK AT SHELBORNE,RESIDENTIAL WATER PERMIT ' NO NOTES ' 'Phe building&Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision;or vitrified clay pipe,meeting AS1'M specifications C-700 forextra strength�clay pipe of latest revisioii uniess other matcrials are hereby permi[tcd in writing. The sewer shall be installed in accordance with ASTM 2321�for pvc pipe and[he Uniform Plumbing Code for the State of'Indiana. All installations shall be in strict compliance with pertinent City of Carmel ordinances. Back Water eheck valves shall be installed in accordance with CiTy CodeSection 9-I22(a),andsections P3008.1 and 2 oClhe International Residential Code. All building sewers'sfiall�be 6"diameter. All installations shall be"ooen Irench"insoected and approved bv the Carmel Sewer Denartment betbre any backfilline is done. Nom compliance may result in digging up the sewecin'stallation and/or denial of future sewer permits and/or denial of water eonnections. No footing or foundation drains or other sourcesof ground water or storm water shall be permitted to�enter the public scwer. Sewer inspections�should�be reauestcd at(3171 571-2648 one to four hours in advance. No inspc�[ions or installations will be made on Salurday or Sunday or holidays unless arrangements are made at least 24 hours in adva�ice.. All plumbcrs or contractors installing seweY(or waterl lines sBall�have�a plumbers bond posted with[he C[TY CNGINEER'S OPFICE. Ifany street musi.he cuL e senarate street cut nermit shall he obtained. APPLICANT NAME: REX.BROWN PAYMENT RECEIVED BY: �(,UY`r� %I �\""/" FEES: `� �- $2,717.00 �� � ��'� �� I " - -_ �� � � �� �=1 I, I ' . . � . � 11 } � �'.� • , 1 � ,� • ��� .. 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' _. . .; i g . ,... � �� ,� , � _. . �.r � �,. �. � ; � . _ ,� ,. , � _ D •,., , � 10701:�N.,College;�AGenueiSuite:A, 'Indianapolis;.Indiana��46280� phone 31�7-844;9200! fax 317§844'-9203 `www.ctrwd:org .. . ._ __ ._ _. _ . - " - ;Residential ,SAIdITARY SEWER PERMIT 0681�1' Permit'T e � � - � � � YP ____ ______ _ _ Final Subdivision Saddlebrook at Stielborne' -_- — ---- ----'-- _:--,- ,__= ..,_,: 1 _ ---_ --_ ----__ O6' Section'Numbe[, 2; Pro'ecf WO .,.. ENG320__ -___=_ , -.- _-,-.-.- ------�--—-—_59.. Project'Name Saddlebrook;at�Shelborne Section 1 Phase_2: L'of'Number _. _ --- ---- —- --` -= Project";_Developer _ Leeds LLC' Address Number �,�g74 - -- -- -=-. - -- , _,_,_,_ _ ---- - ' ---_-=_-"' Lift,Station 16,Zionsvdle_Presbyte�ian,Statiorn Address,2,. --- �.. .. _. - _ __ �.-: _ - --" `__ _.,�--- T`reatment"PIanY , .._ _. CTRWD WWTP Street Coppertield�Drive _'_ -- • --, -- __ - -:_,-- -,-<---_,. Parcef'Acreage _ City ___ _, __ Carmel ___ ___ ,,, --__->,=- _�_ �. -,-: -_.-.. --,,-- EDU in Gallons 1200, ,Zip,Code 4'6032 County Ham ilton' --�-- ---- -,_ .. Local_Sewer Charge,,DistrictiContribution Builder, Homes b Rex,Brown __ --'----` -='-= Plan'Review and,inspeetion - - - v - ------ --- ----. _- _ , --_"= _'--- --" Phone;Nuinber, 317587=,1388' Applioation Fee� �� � � $150"00 � _ .._ „=-.-_. . ._.__. _.. .� -' <,.;._.._, . . .-, '-_-,=,_. EDU',Fee -. - �--� ---._.:--� ($] 2oa'oo Owner, �M -_-° -- ---- ---= -- - -_.,. -__---------,— - _-_-:--_. Interceptor Fee __, PhoneiNumber, —� .-- ---- Other'Fees� ° �---'----- ,,,.�,_ �_. _ _ _„-- =- -;-_-., FeestDue _ '- _$T 350 00, Occupant _ _ _-- --`_" _ _:. Invoice,Numtier Phone Number " - ---- - ---- ---_° -• - _ " '°`- _- ,- ------:._--.----,--,.s PLEASE NOTE',Installation of building sewer shall"be per the specifications of the?Clay Township Regional Waste District (see reJe�se)and�any,conditions;noted below All installations"stiall be:inspected 6y Distnct;personnel d`uring: open trench-' phaserand before.backfilling,with�stone to twelve inches above;the:pipe. NO footing or;foundation drams,:or•otlier:sources of,ground or stormwate�,ashall be permitted'to.enter the DistricYs sanitary°sewe�'sysYem: TFie DistricTwill assume no liabilityfor drains�which�are 6elow,:,tfie,grade,level of the�nearest downstream mantiole=nor;fo"r' --- �. laterals�which are;extended fieneath tlrivewayso�,sidewalks.'The permit;holder(property owner„develope�,o�tiuilder) _._ _F -„- will be responsible�for damage's to the DistFict sisewer system,: This;includesdamages to manholes,;castings'„ ,.._�. ;,: manhole;lids,andithe.;like;;causedby+construction activity on;the building;site which is,the�su6ject,of`tliis'peFmit: Inspections by�the Distnct are MANDATORY and sFiall 6e arranged by�contacting,the District!s office;at�844-9200 24 hours in�ad4ance;-All�new construction willl6e placed:on�tiilling two�months affer connection has.been�made or when'.wa4er isFconnected„whichev,erscomes;fi�st. ' � T,he 6uilding`..Fias�. - . Main. SBK823,SBK822i � Grease Trap No Slab Foundation �No Grease:lntercepto� No Crawl Space No Manhole IDs USMH SBK-823 SBK 822 DSMH Grit,lnterceptor No Basement� Yes Lid;Etevation 905.01�ft„�' 908.81':ft �° I `Grinder Station No� . Pirst Floor;EleGation 909 20�ft� � 909 20 ft !�� , -,- � � ,Water Servicea Cdy of';Carmel gasement�Elevation $99,20 ft�__899 20 ft_`i/' - - -- ---_- " Calculahon�s'tiased�_on both�Manhole L�id�Elevations and fhe:elevationio/ihe FirsGFlOOC �,4:19� � .;Ot39 � .. .. , __ _Per Oidinance�9-13'�99:and'the+elevations,provided,;the�substructure shall;tie plumbed by: Ejectoc P_ump� � Tlie Distiict.currently�reguires that an I&I inspection is pe_rformed anil;a Certrficate ofCompliance is issuetl prioF to� � .occupancy/'sale of�a,properrtv Please rewew'attached I/I�Permd �� �-' �� ,Manholes,stiall remain;accessitile aLalllimes. Buried manboles will 6e co�Feoteii'by°the D'eJelopedOwner ,�;The proper'classof cleanout;musti,l5e;iristalled every'100#eet ofElateral pipe measured from sewer`main to st�ucture Theterms of the con0rtional;permit,'i6ariy;are listed;below. + - . \PNA'H"L�{(Cl � - ... _ � `�� � CO . � - � . _ � ' vr —"� - - , - ... .. y � . All conditions�have;6een met.;Connection to��thersanifa .ry s . 'is;,no mitted. Bui der%Owner Signaturem ta✓�i'ar w�tY�,t�e DistricYS�specifications and agreeIO'acc Phone NUmbefrtalf�rk done und�r't�is�erm�� � ' 'tl � < 7 5ri 7 -.�J P�inted Name- ")���� ��� � "� ���_ ��J sr� � If �ApprovedSBy� ��`Y�i � ''j{ I-- II �.� �hl L� ���f�U � 1�:."�^ lY I ?.�� 'Ayan� an,; ismctEngmeer Permitbate� �7/21/2014 ��� PermiYis:valid f r ON 'EAR;from'ffie:date issued`- Permd velidonly'witFf'CTRWD'seal im,retl ink .. •.6' . �� Y' ' • SUMM�ARY OF LATERAC'INSTALLATION REQUIREMENTS 1 All"houses ,buildings„e4c.; shall connect to the;District�s,samtary;sewer system`within;90.d'ays;ofanotice',providing a sewerris within,300 feet°for HamdtongCounty oY 100 feet fo�Boone'County-of�tfierproperty line,as defined through Indiana Code; IG 1326=5-2 - Onl one bwldin � ( _ ) ._y g�may`connecYto;the sewer main'per;lateral unless otfierwise approved 6y-the,District. ' - . � ._ 2. No_foundatio`m,Sump,Downspouts orotherstorym water'drains shall'be,inte�connected;to Distiict'`s sanitary sewer , �_ .. �.� __ . .,. as;addresseii�through our l/I OFdinance 12 08:08 and I%I Policy.found 'on`our,website`at,www:ctriNd.org. �. �, 3 Tlie,ezistingsewer;line from the,building to th,e septic,tanktmay only`be used if;.if;is"located underra�building addition, patio, porcli or paved driveway Aq tgst'i`s required4to�show,iYacceptatile for-re-use: The;property owner _°-° §hall tiear"tfie,cost of,all testing The Distnct;inspectoramust be onsite fo�=tfie d'uration:of<the airtestr 4. The district shall`inspecf ALLlaterals:'The owner or'conjractorashall_notify tfi'e,District:p�ior`to backfilling the installed • a _. .. . -- - lateralso"the�,District can.make an inspecUon;to,determine';compliance with the District;'s seweruse�ordinance: Lateral stubs;sNall remain capped.untiPan�inspector is on site Final,connectionfshall only.,be:made°under diiect supervision of'a CTRWD inspecto�. if;aminspection fails and a second inspectionrcis required;or,the-"contractor?is not orrsite for thei"scheiiuled'inspeotion, atfeezof>$100 00 will be assessed and mustibe pai8;p"rior,to:the time oflthe follow,up,inspection. � , 5. P�operty owners are heteby'advised;that�tfie'County Board of Flealth regulates the operation and„maintenance;of� ,. pnyate sewage tlisposal;(septic) systems:, Tfie;CountyOrdinanceiprovides�in part that,.;upon connection fo a"pu6lic .�_ _ .. sewer; a septic'tank.',...stiall fie.aliandoned (pumpedvclean) and filled completely witli',earthen material o�<stone in;a --, � ,t � ry � e�contact'the appcopriate Counry..Board of Hgalth foc furtheFtiinfo�m'ation;and„to safe and sanita " manne�." Pleas , notify the depar[?nent of ttie atiandonment. 6.. Acceptable Fipe;Materials:, P.VC PIPE: :;SDR,35^or>SDR'26,tASTM D3034; SIX INGH PIP.E PVC PRESSURE;RATED;P,IPE: SDR 21, AS7"M'D2241;jSIX INCH;PI_PE RESTRAINED.JOINT RVE PIPE;!(DIRECTIONAL DRILL):Y,elomine SDRi21, , � � '- ASTM D224.1,.SIX INCH PIPE (use;�only,per�approyal of'the;District Engineei) G;4SKETED;;IOINTS:.AST,M D3232' GQSKETS: ASTM F477' FITfINGS:;SDR26 OR;'BETTER'( FERNCQ"'OR'SIMILAR FLEXIBLE.COUPLINGS'TYPICALL`Y NOT ALLQWED)' DUCT.ICE'.IRON MECHANICAL,GOUPLING°WI3H_P.ROPER FITFINGS PRIVATE GRINDER,PUMPS;ACCEPTABLE PIPE MATERIAL: IF GONNECTING INTO A LOW°PRESSURE�FORGE:MAIN- CTRWD musPtie confacted for exptanation of`allowabletpumps and'pump �e'qui�ements< 1:25" HDPE DR],1 IPS•;(TYB.) connections,a�e,to:be made�with (Potypropylene,orStainless"Steel); Compression Fittings,or=Electrotusion ,ALL PUMP�GONNECTIONS ce noult nsta�ed arnd the pipe sfial be t arns tioned'longitudinallyalong the,building,formore tfian'3"shall;fiave a �. P_ - P P to 6" SDR,35 pipe,for�connection;into the,pu'mp station:, - CLEAN,OUTS,ABE`TO�BE LOCATED NO MORE TH,AN:TIiREE FEET FFIOM THE FOUNDATION,AND FOR �� GRAVITY LATERALS NO.MORE SHAN 100 FEET APART(please?see Clean Out Details Type,2?and Type,3 for' multiple:cleanout mstallation requirements). CLEAN OUT GAP'REQUIREMEN`TS: 6" PVC Threaded Caps 7 BEpDING<-'Use,Number;8 crushed stonesor Number 8 fractured face;aggregate;Numtier?8�stone 6ackfill;material _� _� _ is�to 6e placed'fro'm�6;inclies.6elow;to'12'incfies above the`pipe Tlie trencFi"should,6e a,minimum of 18 inches wide (siz inches on both,`sides=of'the pipe) °°" 8'. Laterals shall be'installecl no closer'than 20 feet�from water wells',unless,PUC,pressure�grade pipel,is used meeting SDR 21 and�ASl'M D2241,. An ro;osed installation,re Uiriri "`" w ,. __Y p p q g pressure;pipe shall be reViewed;and;;accepted;by' the�District and`the DistricYs�enginee�,'prior-�to;installation.� � � � 9 'Wherg a transition,is made;betweenlSDR 35 pipe=and ressure�, rade SDR:21 ' " ""` p g pipe, a ductile iron-gasketed� mechanical coupling shall be used. 10 'Laterals sh la I�teFminate witfi�n 3 feet'+oYthe�building�unles_s the conditions,in item #3!above are mef.,:No glued pipe shall„tie installed outside tfiree feet of�building foundation'walls � �11 Additional informatwn�onlDistnct standards and speafications may;:be obtained;from;the,DistricYs office:during business hours of+8`OOa.m. to 4.30p�m Monday through'Friday: AII;District;standards'can 6e located on our web, site a;htlp//www ctrwd.org. 4� �Clay TownsF%ip Regional Waste Dist�ict 10Z0] ,College Avenue�-,SuiterA°;Indianapolis, Indiana 46280 10701 North;:College,A4eriue#Suite.A Indianapolis;,Indiana�46280, _ Plione (317.);8.44-9200 Faxt(317)`844a9203 12. $eptic effluenY;shall not be pumped;out irito�the sanitary sewer system; 13. ,ContFactors�shall lay 14`;gauge-solid wire;the�entire lengtti'of tlie late'ral. Wi�ei!is to be placed on�top'of the lateral:, The,Dist"rict inspector will�,verify placement ofs,4he;wire. After inspection„6edding isato be placed on top., �_- 14. All extenors�_structures}and;piping;are;sub�ect:to�be tested and/or;televised upon the Dist�icts disc�etion., ;Ezamples - : ,_ of structures that may be,included are manholes grit interceptors, pump�pits;grease'inte�ceptors;,'etc: TestingF � _,_ sreguirements,are to verify;that all;structures�are watertigfit,and tFiat>they,conform to the Distncts"I/I Po_licy!, 15. Call_before�you[dig. IUPPS 1';800-382 5544•,_48 hours priorto�digging. 'Re"vised�0?J21/2014!tiy�,TK!