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HomeMy WebLinkAbout14070082 Sewer/Water Permit/s CITY OF CARMEL 2 ITEMS OF 2 PERMIT RECEIPT� OPERATOR: plux COPY # : 1 Sec :19 Twp:18 Rng:3 Sub:OBF Blk:l Lot : 79 PARCEL ID . . . . . . . . : 1709190003056000 DATE ISSUED. . . . . . . : 07/15/2014 RECEIPT # . . . . . . . . . : BC000007965. REFERENCE ID # �. . . : 14070081 SITE ADDRESS . . . . . : 14279 OVERBROOK DR SUBDIVIS�ION . . . . . . : OVERBROOK� FARMS CITY . .. . . . . . . . . . . . : CARMEL IMPACT AREA . . . . . . . OWNER . . . . . . . . . . . . : FISCHER HOMES ADDRESS . . . . . . . . . . : 6602 E 75TH ST #400 CITY/STATE/ZIP . . . : INDIANAPOLIS, IN 46250 RECEIVED FROM . . . . : FISCHER HOMES CONTRACTOR . . . . . . . : BUTTZ EXCAVATING LIC # XBUTTEXC COMPANY . . . . . . . . . . : BUTTZ EXCAVATING ADDRESS . .. . . . . . . . . : 12008 GREENFIELD AVE CITY/STATE/ZIP . . . : NOBLESVILLE, IN 46060 TELEPHONE . . . . . . . .< (317) 773-3091 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL --------- ---- --------- -------- ------- --------- USFWATCONN FLAT RATE 1 . 00 2615 . 00 0 . 00 2615 . 00 0 . 00 UWATERTAP 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 5366 ------------- TOTAL RECEIPT : 2 , 717 .00 ��<�;",°"'i�F� CITY OF CARMEL/ CLAY TOWNSHIP Permit#: 14070081 : W v k4qe( �.. f � `� WATER / SEWER PERMIT/ RECEIPT Date: 07/15/2014 `,iaoinr.x.%. PARCEL ID #: 1709190003058000 LOT& SUBDIVISION: 79 OVERBROOKFARMS ADDRESS OF CONSTRUCTION: 14279 OVERBROOK DR CARMEL, IN 46074 PAYMENT RECEIVED FROM: Name: FISCHER HOMES CHECK#: 5366 EXCAVATOR INFORMATION: Name: BUTTZ EXCAVATING Ph. #: (317) 773-3091 Fax#: Email: Street Address: 12008 GREENFIELD AVE NOBLESVILLE, IN 46060 Bond Expiretion: PERMITTYPE: USEWRWATR ; SEWERNVATERPERMIT Special Notes/Conditions: LOT 79 OVERBROOK FARMS, RESIDENTIAL WATER PERMIT ' NO NOTES' The builAing&Sewer Shall be pvc scwer pipe mee[ing AS'PM specifications 3034 SDR 35 of latest revision;or vitrified clay pipe,meeting AS'CM specifications C-700 for eztra strength clay pipe of la[est revision unless o[her materials are hereby permilled in writing. The sewer shall be installcd in accordnnce with ASTM 2321 for pvc pipe and the Unifomi Plumbing Code for thc Statc of Indiana. All installations shall be in strict eompliance with pertinent City of Carmel ordinanees. Back Water check valves shall bc installed in accordance with City Code Section 9-122(a),and sections P3008.1 nnd .2 of thc Imernxtional Residential Code. All buildiog sewers shall be G"diamcter. All inst111ations shall be"open trench"inspccted 1nd aoorovcd bv the Carmel Sewcr Department before anv backfilline is done.� Non- compliance may result in digging up the sewer installation and/or denial of future sewer pertnits and/or denial of water connecuons. No f'ooting or foundation drains or other sources oCground waler or storm water shall bepermi[ted to enter the public scwer. Sewer inspections should be rcques[ed at(317)571-2648 onc to four hours in advance. No inspec[ions or installa[ions will be made on Saturday or Sunday or holidays unless arrangements are made at leas[24 hours in advance. All plumbersor contracrors installing sewer.(or water)lines.shall havc u.plumbers bond posied with the CI'PY 6NGINCBR'S OFFICB. If any sVect mu.et he cuL a sennrate street cut ne�mit shall be nh�ained. APPLICANT NAME: DAN FIELDS PAYMENT RECEIVED BY: ��Z��� Y l' FEES: $2,717.00 ' �. ' 0 e. �.� � � �,. ... ���� ri �,, � . . � ; - 70701,�N. CollegerAvenueSuiteA Iniiianapolis'„Indiana�,46280� phone3lZ'8q4@9200 �:fax31T844-9203 www.ctrwd�.org.. . .. _ _ _. . . . -'°° - - - -- � -- � . Besidential S'APOITA62Y,SEIMER PERMIT 06802! _ __. . Pe"rinit`Type Final, Sutidivision Overbrook Farms ---- --=- ---- --- --_- - --- ----- =_=`---: . .. . .:>- ProjectWO .,_ _ ENG4622006 Section;Number, --------- -- --- --- -- _- -_,--- ---------- __*- .. . Project'Name Overbrook Sec 1&2 LoY:Number 7g ,,,-_ ,_---- - -- -- ---_--- --- --------------_= Prbject�,Developer WTFOT LLC:', Address Number 14279 Lift�Station 14, --- -- ------ ------- -- --="=_` _,__ ._ �;Austin�0aks�Station AdiJress��2 TreatmentPlant� -- -- -- - _-__ _=� _ ___ ------ --- -==e-- _--- `_ .-_-,=,- =_= -_--- -- _,_ � ' °°-_ -_°-- -==-- -- ok'Drive --- CTRWD WW.TP Street Overbro _ ._.. __ _ _ __.._ . ---- Parcel;Acrea e --.-_,..--_ ^------ ------'- Y -- --=`--; _ --- . �-_ --- --_='-= 9 ___ Cit Carmel EDU in Gallons _ 310, Zip;,CoiJe 46074 _ _ _, Count -_.' :.----- ------ Hamilt y ny. on Local,SewerCharge-Distri'st.Contribution Builder _ _FischerS{ngleFamily'Homesll_LLC' Plan Reyiew and lnspection, � -' ---- Application Fee! '.�.'."� . -'�_�-` ��----'`.. � Phone�Numbel': � . . � _ _,$150.00 __ . 09 ----°` -"°_._ := `=:- --_.859.341-47 _ EDU�Fee �$1 650��00 � Owner, - -_-- -�-- ---�- � . .,. . Interceptor Fee� - -- ---- -_-- -_-__:, _ -- - ...., _ ---_ - _ _,__ _,., Phone:iNumber Otherfees� �_� -.�_.�_ � . .-. --- '---- __-.___ , . _=-,_, .-.. .... . _,__-_ �=..-- -- Occupant FeesllDue: $1,800 00,, ----- ----------------- Invoice Numtie� Phone.Number, - - PLEASE NOTE 1lnstallation of builcJing sewer shall:be per`the specrfications of the°Clay`Iownship'Regional Waste District(see,reverse) and any condrtions noted below qll installationsshall be,inspected by District3personnel during; ',open tr`ench- pRase;and�before backfilling with,stone to twelve inches above;tlie:pipe. NQ footingror'f,oundation _ ..„, _ drains,.o��otherasources of,ground or,;stormwater,�sfiall be pennitted'to�enter'the DistricYs sanitary'sewersystem.;The; Dist�ict wilLassume no liability for drains�which"are`below`tfie<grade:level of the�nearestdownstream manhole"nor for Jaterals�which are:extended�tieneath:dFivewa`s�orisidewalks:'The ermif holder'F ro ert owner;,develo e�or tiuilder . _ Y P �P_ P Y' P ), will be r,e_sponsible,;f_or,damages to the District s�sewe�system. This includes�damages to,manholes„cas4ings, manhole3lidsand tfie like;;cau§ed by co"nstruction activity,on�the building,site whicli is the su6�ect of`tfiis�pe�mit: Inspections by the:District are MANDATORY antl shall 6e arranged by-contacting;the.DistricYs,office'at;844,9200 24,hours imadvance: All�new;construction,will`beplaced!on^billingytwomonths afJer connection Fias�lieen made o� whengwater is;connected„wfiiche`ver'comes�first. The 6uilding,has:�. Main- ��.OF934-OE933 Grease.Trap No Slab Foundation No, --- - ._ ' �-�_•'- - � Manhole;IDS iUSMN �'OF-934'. OF-933, DSMH Grease:lnterceptor No .Crawl Space No - . - ---- =-= Grtt Inferceptor No� Basement� Y,es Lid Efevation 902.874ft, 900.63 ff . = �. . ---_ °-- -- ---------- •` �-- �--- Fvst Flooi.Elevatiori�. 905 20'ft�� 905 20,ft; GrindenStation No . ,._ Water�Service. City of Carmel, BasementElevafion S95 03 ft; 895 03 ft'' — --- - --- ---. ___-_ _,_,.___. >,_:: _. .. �„ - -- Calculahon7s based on 6oth-Manhole;Lid�Elevahonaand�-the,elevation olthe F,vsCFlbo� � 2'.33 4:57� _... .. � _ _ __ _ . Per 0�tlinance 9;,13'-99 and`the�elevationsjprowded;,tlielsubstruCtu�e sfiall';6e plum6ed by: Ejector Pump; `,�� The Distnct currently�reqwres that an I&I,inspection isperformed and:aCertificate of Compliance,is issued prior to' V, occupanc'd7'saleiof;a properrtv..P'lease review(attach'ed'.I/I Peimit' ,� ;Manfioles shiall;,remain accessi6le a't�all times.:Buiiedrmanlioles will':lie co�reoted by the;Developer%Owner � -The;proper class of;cleanou(+,must:beiinstalled every 10tr.feetof.lateral pipe,measuretl;from sewer�main�to-sfructure � The��terms of the�.condttional pgFmit,-:if;any,;are�listed below. IANA•N . O . . .. ,rO; . . - h�.. .na . o. 6 "1 . . . .. - _ nc. ° �°� All conditionschave 6een`met. Connecfion fo�the sanita ,ry sewer ' ,,�ow�`permi d. . . �ONAL•W By signing below, I:attest that,l"am familiarwith��(he:Di ttieYS�specificationsantl'agreelto'accept responsibdity for,�all work�rdone�under,ihispermik�.�� Builde�./'OwnerSignature " '"• �' , . �; '.: Pfione Numbe� ,�^'Z�'r��Q�� )� Printed;Name�� �� �'�i 1 5� ,�� ��� �� `��I � �L���� � ��'` Approved BY �\��� `��� ��Li�f��1'������i�:`� `��,�`�I� RyanHartman, ismclEngmeer� PermiY Date ,7/15/2014 ° �. . . _. ,.,. Permit is va tl�foPONE YEAR,from',tfie,date,issued, Pe�riiitvaliii only�withGCTRWD seal in red�ink;; SUMMARY OF'LATERAL:INSTAILATIQN"REQUIREMENT,S' 1 All;hpuses buildmgs etc.,,shall connect to the.DistricHs�sanitary;sewer,system within 90 days of�notice providing`a: sewer,is wdhm 300 feet fo��Hamilton County o�•�100 feet;for;Boone°County of 1he property linefas defined througfi Indiana Code QC 13 26;5r2), Only.one:bwlding may connect to thessewer maimper lateral unless otfierwise' , �approved by the!District. 2: No foundation, Sump; Downspouts or,otli`er sto�m.wate�d�ains;sfiall:tie;interconnec4ed to District's�sanitary sewer °as addressed lhrough our I%I Ordinance 12(g8:08-and I/I Folicy found'.on�our+we6site:at�wwwtctrwd!org:, �3 The�existing sewer line`from theibuilding to tfie septic fank:may onlybe used""if';it is locafed,under a;building shall bn patio;porchiorpavecl dnvev✓ay: Ai�-test is requi�ed:toshow'if acceptable'for re=use, Thetproperty o`wneE <addifi ear the,cost�of all'testing. Tlie Dist�ictVinspector must be?onsite for the'duration of the air te'st` _4, Tfie?distnct shallinspecTALL Iaterals. The-ow'ner-or contractor�shall,notify the'Distribt prior,to backfilling the installed. lateral so the Dist�ict can;make an',inspechon to dete�mine:compliance with the District ssewer u_se;ordinance: - • _._ . �Lateral stubs shallxrem2in oapped u_ntil an irispector,is�on;sde. Final.;connection shall�only„be•made untler,direct; , supervision of a CTRWD'linspector,;lf�an inspection fails and�a�second'inspection�is requi�edlar4he contractoris nof on+site for therscheduled inspection,fa`fee;,of$100.00!will'etie�assessed and=must be paid;prior"to tfie'time;of'tFie follow�up�inspection. +5, Property ow"n`eis,are;heretiy advised that the:tCounfy Board of'HealtFi;regulates"the:ope�ation and,maintenance�of private sewage disposal`(septic)�systems The.County O[dinance pro'vides in part that;;upon connection to.a.public; sewer, a septic;Cank shall be abandoned (pumped;clean)and'filled completely with earthen material or stone in,a safe�and sariitary manner�'` Please contact;the appropriate.County;Board,.of,Health:for�further information and;to° notify the,,department of the,abandonment. • 6, ,Acceptable Pipe;Material`s: PVC FIPE: SDR,35,or`,SDR,26; ASTM D3034,,SIX:INCH PIPE� PVC PRESSURE RATED PIPE;�SDR,2I,;ASTM D2241,rSIX INCH PIPE RESTRAINED JOINT PVC.PIPE'(DIRECTIONAL DRILL):`Yelomine SDR 2T, ASTM 02241, SIX=INCH PIPE(use:onlype�aPproval of tFie District Engineer)` GASKETED�JOINTS:,ASIM D321_2 `GASKETS::,AST.M:F47,7 -- FITTINGS.,SDR26 OR;BETTER (•FERNCO"OR�SIMILAR FLEXIBLE COUFLINGS�TYPICALLY NOT ALLOWED) DUCTILE��IRON MECHANICAL COUPLING;WITH•PROPER FITTINGS PRIVATE±GRINDEB PUMPS AGGEFTABLE PIPE MATERIAL:. IF.'GONNECTING INTO A,LOW'PRESSURE FORCE MAIN- CTRWD:must'be contacted for,ezplanation of'allowatile,pumps�and;pump�requirements '' 1-s25'''HDPE DR;1_�1 IPS(TYP.) connections'are;eto 6e ma8e�witR ,(Polypropylene or StainlessSteel), Gompression Fittings;or Electrofusion, ALL FUMP',CONNECTIONS Pumps located,more:than 3 perpendicula�to or run longifudinally'along!tlie:buildingfor'more.th8n:3';shall have a cleanout,installecl�and'the,;pipe,shall be transitioned fo 6" SDR 35 pipe,for connection m;o"the;pump�station.. GLEAN OUTS,ARE TQ?BE LOCATED NO'MORE THAN THREE FEET FROM THE FOUNDATION';AND FOR multple clea ouR ns al a oM r�equirements).0 FEET APART'(please�see Glean Out Details,T,ype 2;anc1'Type 3 for- CLEAN OUT'CAP REQUIREMENTS: 6 PV.0 Threacle8=Caps . . •7 BEDDING - Use�Numtier'8 crushed�srone orNumtier'S;fractured face;aggregate:Nurritier'8>`stone backfill':maie`rial , m_ _ , . is to be placed'from,6,inctie's�below to 12 mclies above'the pipe The�trench should,tiera:minimum of 18 incRes wide (siz incFies on,6oth"sides,of the pipe)' - 8. Laterals;shall 6e;installetl'no closer'than 20 feet;from.wate�wells:unless PVC,pressure g7ade pipe;is used`meeting. SDR 21 and.ASTM D224]': Any�,propo�sed installation requiring pressure°,pipe stiall 6e reJiewed:and;accepted';6y' tfie:Di§tncf and'the DistricYs en ineer nor to installation., . . 9. Whiere a,t�ansition is made;between�$DR 38pipe�a"nd pressure;grad'e'SD9'21 pipe, a'ductile i�on;gasketed mechanical coupling shall be usecl. ° 90. Late�rals shalfterminate�within 3 feet=of,the tiuilding unless.the conditions in item'#3;above.are met.. No glued`pipe �.. . ___ . _ _ shall.tie�installed outside tliree feet ofebuilding`foundationiwalls. " - __ _ �_--t1,1 Additional informat�onsontDistnct standard's and spedificafionssmay be oGtained�from`the pistrict's�office�dunng — ~ busingss hours�of 8 OOa m.'to 4.30`pCm. Monday through F'r_iday,.All`_Distnct standardsTcan be',located on,our�web site at'http:/%www:ctrwd.o�g. GlayTownship RegionaloWaste:District 10701 College,Qvenue+-^Suite'A Intlianapolis,Jndiana 46280 10701'North;College Ayenue;Suite�A• , Indianapolis,'Indiana'46280 PVione,;(317.)=844-9200 Faz,(317),844=9203' 12. Septic effluentshall;_not be,,pumped out into�tlie sanitary sewe'r`'system. 13. ,Gontiactors stiall'lay 1:4;gauge solid;wire the'entire leng4h;of,fhe•lateral. Wire,is;to be placed on top;of�the.lateraf, Tfie,Di`strict inspector will!verify placement of fhe,wire;;After inspection„bedding isEto be placed'on top. `Y4 All';exteriorsstructures.and piping are;subject<to';be tested?:and/or`televised upon the:Districts discretion � Examples of structures:that may be`=included a[e manholes; grd inte�cepto�s, pump pits, grease interceptors,,etc Testing'. requiremenls°arebto venfythat all;structures a�e watei'tigfit'and,thattthey conform foSthe;Districts I/I Policy_, �. . _ - 15. Call�before you tlig IUP,PS'1-800-382 5544',<48;hours prio'[tadigging, LL Revised��0 2121/2 0 7 4��by TF( �� STOEP � ELWERT � JOBIDOF.�9 ° "�" � A L W A Y S 0 N CONTROL# 69934 FIS ��� 7965 East lObth Areet, Fishers,IN 46038-2505 , phone;311.849.5935 fax:317.849.5942 14279 OVERBROOK DRIVE • CARMEL, IN 46074 PoNO #z N.R ELEV.=890.W� 100 YEAR ELEV.= 894.19 �� •• — i / , . COMMON AREA 1 / D.&U.E. / � M.E. 44.�0 T.G=897.30 �� AS BUILT ;t" = 30' � ,,s o.&u.e. � LOT AREA: 22,668 Sq. Ft. � � � M.F.P.G.=896.2 , , I J I N � � N. � I y S I STEPS TO GRADE � �7s 98. 26.50' ^ 98.2 3��� 2 . 0' ,^,�J COVERED a, �8��29' � � � 5.13'_ o �S- DECK o 0 � "� � W.W. �o p� �i° a 20.08' O � � 3'%3' n I in GAR. y —I MODEL= HERMITAGE PROVINCIAL i� � � STP. o, c � � GAft. F.F.ELEV.=905.20 904.03I BSMT.= 895.OJ � v oi.o (�ooK—ouT) (�H) �m oo.s t a.00' I �i i z.00' � 1.Sfi' 1 '� 26.0' GAR. o°o ' �o . t4 904.03 '^ioi '°01�85 03:5 --_ . �� rn ' ci iD POR �n - � � c�' m. ri 13:04' _ 40 BS.I.r_ � f Ii M;.00 .. � 11.29' _- � ol � � ' � - \\``\ ____ _ 1. n_-_ WINDO � .� �,� S �z � 1 � � -00:3 `/ � 03.5 � � �\ / \ A _ �`JO •,S�O pO� ��\ \ � o. �2p' D.&UP.. ui m, I � 97.6 m!/� .\ �\ �n � \� � \�� �{'. . � . — � �� �\ 120' __--_ � � W 100.14 �W----- \\��\ 99.94 �, \�\ �.67 S.SW W —� W___ _-' __ T AS BUILT9 97.29 � � `\`� ��,_ W W —___-� �� ��\ \`\ '______________ O — — �-�_ �� �K— B9,3z� - �, O�ERBR -- T A5 a���T __-- '� �'--- -------pR�VE ______------ T.C.=900.80 `\�' __--" AS BUILT ``��_-_ __--�_ .. 5� "_________—____--- . //OF932 S 5'SW �/OF934 T.C.=902.87 LEGEND: AS BUILT %X.% PROPOSED GRAOE PER PLAN ( . 323�t XX.%AB AS BUILT GRADE g0 933 5.5_D. T.C.=900.63� - — - SUB-SURFACE DRAIN AS BUILT SANITARY SEWEft W WATER MAM� ALL UNDERGROUN� SEWERS AND UTILITIES ����„",11""1j"'I'���� ,. �-��S C. yG ., W 3�4' WATER CONNECPON SHOWN ARE PLOTTED BY SCALE FROM `�� ..........„ � 0 0 0� SWALE 'RECORD DRAWINGS" FURNISHED BY ENGMEER. � �jJ:P�G�STERFO:'c.C����i _ p No. . - ±� SANITARY�MANHOLE _ [.pOO4O34H •( � /� STOftM MANHOLE � BENCHMARK � .�'•. STATEOF ;+ � 'J TOP OF CASTING = 897.32 ���-y^��''• ��!DiANP,;•`0�,.•�'` � CURB INLET '��i��,VO"S,UIRV,(Gy`,�O � FIRE HYDRANT C/�..� �J�4/� � END SECTION LOT 79 �`� 0 VE R B R 00 K FA R M S NOTE THIS DRAWING IS NOT INTENDE� TO BE REPRESENiED AS A REiRACEMENT OR ORIGINAL D.&U.E. �RAINAGE & UTIUTY EASEMENT SECTI ON ON E BoUr+DARY SuRVEY; A RoUTE SURVEY oR n B.L BUILDING LWE SURVEVOR LOCATION REPORT. D.U.&S.E EASEMENE UTILITY & SEWER INST. #200600061278 D:LL&P.E �RAINAGE UTILIT7 & PATH p.C. #4, SLIDE #161 EASEMENT M.F.P.G. MINIMUM FLOOD PROTECTION C.O.C. INSTR. #2013073288 07[07/14 JDS GRADE ZONING: S1/R050 THE FlSCHER GROUP 3� MINIMUM SIDE YARD ' 3940 OLYMPIC BWLEVARD, STE. �100 � «�' �'��� �tntacot, KY 41018 6' MINIMUM BETWEEN S7RUCTURES �° 0' MINIMUM REAR YARD ���� c�ii���