HomeMy WebLinkAbout07100213 Sewer/Water Permit/sCITY OF CARMEL
Item 1 cf 1 PERMIT RECEIPT
Sec:32 Twp:18 Rng:3 Sub:SFS Blk:2 Lot:23
PARCEL ID ........: 1709320006014000
DATE ISSUED.......: 10/30/2007
RECEIPT 4.........: 26673
REFERENCE ID # •••: 07100209
OPERATOR: plIpx
COPY # : 1
SITE ADDRESS .....: 12039 COPPER_IEL•D DR
SUBDIVISION ......: SADDLEBROOK AT SHELBORNE
CITY CARREL
IMPACT AREA .......
OWNER ............ : KSM HOMES, LLC
ADDRESS ... : 5252 IVY HILL DR
CITY/STATE/ZIP ... : CARMEL, IN 46033
RECEIVED FROM .... : KSM HOMES, LLC
CONTRACTOR ....... . LIC 4 XCULLEX
COMPANY .......... : CULLISON EXCAVATIN G
ADDRESS .......... : 1097 HELEN DR
CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46240
TELEPHONE ........ : (317) 2.51-8757
FEE ID UNIT QUANTITY AMOUNT PD-TO -DT THIS REC NEW SAL
---------- ------------- --------
USFWATCONN FLAT RATE 1. -- ---------- ------
00 1310.00 ----
0.00 ----------
1310.00 ----------
0.00
UWATERTAP FLAT RATE 1. 00 86.00 0.00 86.00 0.00
TOTAL PERMIT ---------- ------
1396.00 ----
0.00 ----------
1356.00
0.00
METHOD OF PAYMENT AMOUNT NUMBER
----------------- ------------
CHBCK 1396.00
------------ ------
1271
TOTAL RECEIPT 1396.00
CITY OF CARMEL /'CLAY TOXVNSHIP
WATER/ SEWER PERMIT/ RECEIPT
/hDISNF: /
PARCEL ID #: 1709320006014000
LOT & SUBDIVISION: 23 SADDLEBROOK AT SHELBORNE
ADDRESS OF CONSTRUCTION: 12039 COPPERFIELD DR CARMEL, IN 46032
PAYMENT RECEIVED FROM:
Name: KSM HOMES, LLC
CHECK M 1271
EXCAVATOR INFORMATION:
Name: CULLISON EXCAVATING
Ph. #: (317) 251-8757 Fax #: Email:
Street Address: 1097 HELEN DR INDIANAPOLIS, IN 46240
Bond Expiration:
PERMIT TYPE: USEWRWATR ; SEWERNVATER PERMIT
Permit #: 07100209
Date: 10/30/2007
NULWWn vttor4tvtta.
LOT 23 SADDLEBROOK @ SHELBORNE, WATER PERMIT
NO NOTES '
The building K Sewer Shall be pve sewer pipe meeting .ASTM specifications 3034 SDR 35 of latest revision: or vitrified clap pipe. meeting
ASTNI specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer
shall be installed in accordance with ASTM 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be
in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section
9-122(a), and sections 113(103.1 and 2 of the International Residential Code. All buildin , sewers shall be 6" diameter.
All installations shall be ` Pen trench" inspected and approved by the Carmel Sewer Department before atrv backfillime is done. Non-
compliance may result in digging up the sewer installation and/or denial of fixture sewer permits and/or denial of water connections.
No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer.
Sewer inspections should be requested at (3 17) 571-2649 one to four hours in advance.
No inspections or installations will be made on Saturday or Sunday or holidays unless_ arrangements are made at least 24 hours in advaacc. All
plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street
must he. em. a senarate street. cut nem h shall he obtained_ I
APPLICANT NAME:
PAYMENT RECEIVED BY:
FEES:
S1,396.00
® ITJ Reni'o,nal Waste District
Residential , SAWTARYSEWER. PERMIT
00671 INDIVIDUAL,LOT I-EXISTING?BUILDINGS
PermiLType
___ Final
___ -___ Lot Number
_-_-_-_-,--- 23
- --___..___--__----
Subdivision
- -- - - -
Fraok --- -f--
Address Number
12039
Section.Number
- _?
- °° - = --- -
Street
Co erfteld,Dr
Lift Station
---- 16 Zionsville Presbyterian Station
- - -`-
City
------------- ----
Carmel
-.
-------- -----------
Treatment Plant - - CTRWD`WWTP Zip Lobe 46432
Builder KSM Homes LLC Goun =
----------------- f?amilton
---------------- ---
Phone Number
ParceCAcreage
EDU`in Gallons: -310
Invoice Number'
se
'willbe'responsible fordamages to
manhole.lids and the like caused I
.re' low the'grade level ofthe neatest downstream rnanholefnor for
Local;Sewer Charge
Plan Revi@w,and'lnspectirin _
Application F.ee $100:00
- ------- -
'EDU Fee. $1„200.00
---------- --------------_,___
Interceptor--Fee'
-FeessDue $_1,300.0A
hall be per the, `_pecifications of.the--Clay Township Regional Waste
below. Ali installationsshal 6e inspected by: Distnctpersonnelduring
stone totwelve inches ab6be tWoi06.°mt7 footing orfound'ation
r; shall be.pePmrtted to enter the'Oistncts sanitary seweCsystem. The
of,
or sidewalks: The permit holder (property-owner;, developer or builder)
sewer system,,This includes damages tor.manholes,,castings,,
n activify'ori:the building site which is lhe,subject"of this permit.
Inspections, by the Oistrrct'are MANDATORY and'shall'be arranged by contacting the.,District's-of ice at 844-9200
24 hours 'm advance: ACkew construction will be-placed on billing six'months after connection has beep,made-or,
when water is connected, whichever comes first..
The building has' USMH SBK-824" SBK=823 DSMH.
Grease Trap No Slab,Foundation No Lid Elevation 907.40 ft 90505-ft
Grit Interceptor
- No Crawl Space' No First Floor Elevation
- -910,50A
----- 4104501t
Grinder Station No Basement Yes Basement Elevation -90050 fJ 90050.ft
--------- -------------- --------
Calculiiiia is based On both ..Marnhofe Lid Flevahon5:and the elevarion orihe Ffrsf:9LImr,
$ 10.-, 5:49
Per Ordinance 9 13-99 and the elevafions provided;tryesiltis[rudure shad be plumbed 'by: Ejector Pump
%. ?•-The District, reserves the,,r ght to inspect'all sump pump connections to,ensure no illegal connections have been made.
' ??ivM- an holes ,shaitremain,accessrtile:atall times Buried manholes will be:ccrrectedbythe aevelo eTl6wner,.)
ConditionatPermitTerms; - 'fs J? gz
All conditions have been met.. Connection to the sanitarypsewer is noWr permitted.
By signing, below; I atlestthatl am`familiar with the; District's' specifications and-agree'ta;awepf responsibtldy for; all,wortC,done gnder'tnis'pennil.,
,.
Builder POwnenSignature y Phone Number
P inted Name 3f7-?f-,gip-?j /.?
1 Q ILL/
Permit'Mate 101242007.
Re4lsed'71261m Permit is valid'for' ONE-YEARIfrormthe date issued: Permit valid only With CTRVVD.sea] in ebd ink-.
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1 All houses; buildings etc shall connectoo the,Districrs sannair sewer system,v?ithirn90 days oP,notice provitling;a
sewer is.within'300 feet for Hamilton`Cauntyor100 feet'for'Boone,Countyof thi 'properly'iir e: Only'one building may
connect to the sewer main per lateral'unless otherwiseapprove'd by'the District.
2. `No foundation orothe'stormwater'drains-shall'be interconnected tothe.sewer lateral installed and connectedLto
the District"s sahifary'sewer.
3. The existing; sewer line I
addition, patio 'porch or pat
shall.bear ill cost of,all tes
ayonly be-used`if:it_islocated under;a building
,how.if;acceptable forsre-use, The property owner
onsite'forthe duration,of;the airtesk
4. Tlieowner or ocntractershall notify the District prior to covering the installed lateral so that the District can fnake?an
inspection fo determ[ne co_rnpiiance'with tlie-District's seyiveruse ordinance. Stich`notificationshall'be-made 24'hours
prior to the 6eed,for .the msp'ecti 'lithe,inspection fails and a second inspection' is'required, or-contractor is=not on
side-for scheduled inspection, 6r'failst6 'cancel inspection, ar additional fee of $100_ 00'wiil`be due. This mus_t_'be:paid
prior to thetime of the follow up inspection:
5 pei ?sewa Ere hereby advised'thaLthe'CountyBoard of Health regulates'the operation and',maintenahce of
pn at g ad'isp { ptic) systems The Cdunty Ordiriance'provides in part,that; upon connection to a public
sewer; "a septic'tank siall:66 abandoned (pumpe'd'cleanpand filled,eonripletely witt7 e'arthenmaterial'6r stone inxa
safe,and sanitary, rnanh6r-:" Please.contact,thetappropriate:County"Board of Health for further information and to notify,
6. Acceptable, Pipe Materials;
PVC_PIPE`. ,SDR 35 or-Sl 26, ASTM D3034, SIX INCH PIPE
PVC PR€SSURE.RATED PIPE: SDR 2,1,.A8TM 1)2241,,SIX INCH PIPE
RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelornine'SRD'2;1,
ASTM'D2241,,SIX INCHrP..IPE.(uselonly_,per approval'of the District Engineer]
'GASKETED-JlOINTS, AS_"M D3212
,GASKETS: ASTM.F477
:FITTINGS SIDIl or better (NO,I` r co s'allowed)
DUCTILE IRON'MECHANICAL COUPLINGS WITH-PROPER FITTINGS
,PRIVATE ,GRINDER,PUMPSACCEPTABLE; PIPE MATERIAL":'
HDPE DR19 with Compression Fittings, Mechanical! brEfectrofused'.Joints,
CLEAN Ot3TS TO,BE LOCATED;NO MORE THAN THREE FEETIFROM'TH,E
FOUNDATION AND FOR GRAVITY- LATERALS °NO MORE THAN 100 FEET AP-.ART.
7 Bedding Use Number8 crushed stone cr Number 8 fractured face aggregate` Number 8 stone backfill material is to
be pladed from 6 {nchesbelow to'12 inches aboveathe pipe: The trench should be a mini_"mum 6f.18 inches wt.(SW
'inches on'both'sidea of the=pipe}
B.: Laterals shall be installed no closer thans2D,feet fromFwaterwells unless PVC-,pressure;grade p peas used meeting
SDR 21 and ASTM'.D224'1. Any proposed>installation'requiringppressure pipe shall be reviewed and accepted ii the.
Distlicfanc the District's engineer priorto installation.
9. Where a transition is made between;SDR;35 pipe'and pressuregrade SDR 21plpe; a_ducttle tron'gasketed
mechanical coupling:shalf he used.
10. Laterals shall terminate:within 3`..feet"celhe.building,unless'the,corditions in;item #3,above°aremet. No' glued pipe:
sh ll;be installed, outside three-feet,of building foundatiomwills.
on Distnetstandards a_nd specifications maybe obtained from'the District's 0Ifce`during
ao 4 36 p rri. Monday through'Friday-,AII,D,istricl standardsTcari be' located on ourwebsite
Clay Township Regional'Waste District 10701 College Avenue.- Suile A,lndianapolis, Indiana:46286
'12. SepticletFluent.shall not be pumped out Into the.saritary sewer system.
13. The' DistriePsha16inspect;ALL laterals.. Please cattthe District,office at'844.9200;24!hours prior,Eo,lime of
14..Contracforsshall lay 14,gauge-solid wireahe'entire length of the lateral. Wre,is to be,placed;on,top,of the lateral.,
the district inspector will verify placement`of.thewire After inspection; bedding is to`be placed on,top`.
15: Call'before'you dig. IUPPS 1-800.382-5544;:48 houfs;priorto digging;
Reyised f O109I67
0070 PROPOSED GRAUE PER PLAN R
GROUND WATER FLOW
SANITARY SEWER LINE
-mm- STORM SEWER LINE
WATER LINE
-------------- EASEMENT LINE
BUIIAWG SETEIACl< LINE
PLOT PLAN WAS
PARED BASED ON
)RM.ATION TAKEN FROM.
ORO FLANS• SUBDIVISION
NS, R--CORD DRAWINGS
FLANS PROVIDED BY
:NT, IT 15 THE
PONSIBIJTY OF THE
ITRACTOR TO VERIFY SITE
DITICNS PRIOR TO
STRUCTION AND NOTIFY
S E A GROUP Li OF
MINIMUM SETBACKS
MIN. SIDE YARD = 5-D Feet
MIN REAR YARD = 30 Feet
Aqc = 15 Feet between strEctures
NOTE.
BUILDER TO MAINTAIN A 10'
SEPERATION BETWEEN WATER
AND SANITARY LATERALS.
DISCREPANCI'f5. NOTE:
SUL1P TO BE PLACED BY
ATON OF UTILITY BUILDER AS NEEDED,
LRALS ON PLOT PLAN
CENERAL LOCATION S
PLAN AND SHOULD RE
{FIFO IN THE FIELD.
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arty Description:
Jmber 23 in Saddlebrook at Shelbourne, Section Two, an Addition in Hamilton
)ty, Indiana, as per plat thereof recorded as Instrument Number 2006074226
1 in the Office of the Recorder of Hamilton County; Indiana.
PLOT PLAN
le: 1"= 30'
e: Oct. 18, 2007
Prepared For.
KSM Homes. LLC
Drawn by. OJR i Residence
Revised:
12039 Copperfield Drive
NN.N%% 01111111111111
No.
* LS20200083
STATE OF
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LOT# 23
19,857.8 S.F.
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