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ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROl{-'-~'" -'~(I/'"
uam~ County Soil and Water Conservau' \District. ;2. $:" ~ "<:).\
1108 South 9th Street, Noblesville, IN 4W60 ' (;jlrtc. \:,-
I Telephone: 317-773-2181 Fax: 317-776-1101 Ij crrp If//.IEO t
Date: !I 'bo S,.'V lI,s,r '1/", \-j 1'1 POOl i',
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Project Name: NIJJa:1-JllJlJVNU ~4nP FeDH SIZ'IS/ To L6we'S WAr :!r~-O/lJr:~)
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Present at Site: John South, HamUto.D Co. SWCD, C"j'tinTC\iSi\/
I ~- '~.-:..J_----
Thisr~portwasProvidedTo:--1:Iti. Co. H,614Way J)e1>T: CARI1I#l- DtJc.S
! 17fJD S. ID'IC :51: .sV~VF"~R.
r' !!tl.1.fJ.E'SLl/41.I!' ~D!!!!!
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TyyeqFEVALU~TION: ' i
o ~itial 0' Routine 0 Follow-up 0 Complaint i
This e~aluation is intended to assess the level of compliance with 327 lAC 15-5 (Rule 5). It is also intended to identify areas where! '
additional measures may be required to control erosion and sedimentation. All practices recommended in this report should be '
evalua~d as to their feasibility by a qualified individual with stroctural practices designed by a qualified engineer.
AU erdsion and sediment control measures shall meet the desi~ criteria, standards, and specifications outlined in the
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"Indiana Handbook for Erosion Control in Developing Areas" or similar guidance documents.
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Curren~ Site Information:
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EC/~rl"'t'. ~IJI..DA.S~ HilS BEeN
A Co
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Cons~ruction Site Management for Erosion and Sediment Control
S M (!}) NA (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and
: sediment control measures.' ,
SM. (ii) NA (2) Appropriate perimeter sediment con1:l;'01 measures have been implemented. :
S M @ NA (3) Conveyance channels have been stabilized or protected with appropriate sediment ,control measures. :
f!;) M U NA (4) Erosio~ & sediment control measures are installed properly. '
1" M U ~ (5) Storm drain inlets have been adequately protected.
S M U ~ (6) Outlets have been adequately stabilized.
$ tiP U NA (7) Existing erosion & sediment control measures are being maintained.
(::[) M U NA (8) Public & private roadways are being'kept clear of accumulated sediment or tracked soil.
l" M U @ (9) Erosion & sediment control measures have been installed and maintained oniindividual building sites.!
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Status of Sediment Retention On-Site
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1lr Site conditions present a high potential for off-site sedimentation.
q There is evidence of off site sedimentatipn.
q Description provided:
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~ P,ease Refer to the Comments Section of this Report
comri1ed By: Definitions ,
Satisractory: The item is currently in compliance with the rule
Mal1inal: A concern has been identified; corrective action is strongly recommended to remain in compliance
Unsatisfactory: A violation has been identified and the site is not in compliance; corrective action is required
Not ?\pplicable: Does not apply at this stage of construction,
The Following Items Have Been Evaluated and Assigned a Designation of:
S ... Satisfactory M'" Marginal U ... Unsatisfactory NA ... Not Applicable
Revised 4/98
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ON-SITE EV ALVA TION FOR EROSION AND SEDIMENT CONTROL
COMMENTS
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PROJjECTNAME: M/l1'r1BDlJ#D 2AHP r'RtJH SIZ'I31
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The it~ms checked below must be corrected prior to ~8 /oz: t unless otherwise noted. ,
JC Idstall an a~propriate .sedim nt control practice between con~truction. areas d lower ~ying ar as. ~
I rrlllH rt;: C/)t) ~re.4 5, e. (' ," 1'\0. ~
l}eplacelRepair silt fence ani:l/or straw bale barriers.
~ntrench silt fence (6-8 in.) and/or straw bale barriers (4 -6 in.) and stake straw bales.
~emove .accumulated sediment from: 0 sediment trapslbasins, 0 behind silt fence/straw bales, 0 around storm drain inlet
*rotection devices, 0 streets and gutters (Do not flush with water)
f( Temporary seed, fertilize, andlqr mulch:
See note
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o ~ermanent seed, fertilize, and mulch areas that are at final
grade:
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o Protect storm drain inlets: 0 curb inlets, 0 drop inlets
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o Reshape and stabilize sideslopes of: 0 sediment trapslbasins, 0 detention/retention basins
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o
o
o
o
o
~stall/Maintain construction entrance(s):
~eshape and stabilize conveyance channels:
o
~lace greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, and
jbthers should be made aware of erosion and sediment control requirements. Appropriate perimeter ;sediment controls
~e.g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked int9 the street shall be
removed (do not flush with water) at the end of each work day.
/other Requirements: ~. .
I,. SeDIH,...t ~tJlIt frac/ I~ Ateql~d -h>r 'C.Jl/~ tn" sw,,!t:. jJltJHf' SZ ~.s/.
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/..(, E ~Sl"o..c. C6"-~ I pla",- "~tds *=> J:u ul~d4ftd....d' Y/;>l'JtJ~d.
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For questions regarding this report contact:
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!
John South
., .d8.~20/2002 16; 43 FAX 3175775617 _ ~.I~
----.- -.. - -u-.
---
TO:
COMPANY:
FAX:
DATE:
FROM:
RE:
TOTAL OF ~
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DEVELOPMENT
6610 N. Shadeland Avenue, Suite 200
Indianapolis, Indiana 46220
Phone (317) 577-5600. FAX (317) 577-5605
Jon Doboslewlcz
City of Carmel
317-671-2426
8/20/02
Jon Schelling
LoweJs / Carmel Screen Wall
\)~
III 001
~\AC. 5..~ - 0 \ ~p
MESSAGE:
PAGES INCLUDING THIS COVER SHEET
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08!20/2002 16:43 FAX 3175775617 KlTE~
------~-~ .
w
Khs
30 s. MERlD/AN STREET
SVITi" 1100
rNDlANAFOlJs, IN 46204
;17.577-5600 I'M 317-$77s!60S
_Jdtsc;o.mm
August 20, 2002
City ofCermel
One Civic Square
Carmel. IN 46032
Attention:
Mr. Jon Dobos;ewicz
Zoning Administrator
DepartD'lent of Community Services
Reference:
Lowe's CSIDleI
Screen Wall
Dear Jon:
This letter is written as confinnation to our previous discussion of today. Based
on your review of the on site DlOCk up of the painting of the screen wall east of
the ramps, we have contacted Mr. Dave Rausch from Ratio Architects to provide
us with the colOIS that will more closely match the brick and limestone colors on
the Lowe's building.
Upon receipt of this correspondence from Ratio, it will be immediately
forwarded to your attention, and we will paint the ~st side of the screen wall
with the colors as specified by the project architect.
Sbould you. need any additional infonnation, please contaot me as soon as
possible. .
~002
08/f~/2001
08:51 317-776-1101 HAMILTON CO USDA PAGE 0~
ON-SITE EVALUATTON FOR EROSION AND SEDIMENT CONtROL .
Hamilton County Soil and Water Conservation District lQ
1.108 South 9th Street, NoblesviIle, IN 46060
Telephone: 317-773-2181 Fax: 317.176~1101
.su..lle'1t:J~
IT.
&I./b '" S'HADElAJIll Aus
:r::IlID/M/JIk>J./S. T..,
Follow-up 0 Compl~int ,,~zo
Date: e .Z~- () I
Project Name: J. Oc.Vt: ~ ~ I S
Present at Site: John South, Hamilton Co. SWCD,
Thls report was ProYided To:
Type OF EV ALUA TION:
It. V,~~~"
I;/DIANA. -::J:iJ "'f1z./'s
o Initial 1{ Routine "
This evaluation is intended to assess the level of compliance with 327 lAC 15.5 (Rule 5). It is also intended to identify areas where
additional measures may be required to control erosion and sedimentation. All practices recommended in this report should be
evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engineer.
All erosion and sediment control measures shall meet the design criteria, standards, and specifications outlined in the
"Indiana Handbook for- Erosion Control In Developing Areas" or similar guidance documents.
Current Site Information: If'"A/lt"'NIVli.e/~ f!.O "" ~IJHPLEr&. EKlsr/A/' PIJNJJ IS t'Er 1b ~ f"(Jt.~l1
;~~:~u:'~'~~:~~ ::tJ~~::::;~'ifA;~~& /~ 1'6 BE. 6T~Nm
"'~li!rL to'.
The FoIlo"ft'ing Items>Have Been E'Valuated and Assigned a Designation of;
S ... Satisfactory M;;) Marginal U - Unsatisfactory NA'" Not Applicable
Construction Site Management for Erosion and Sediment Control
S @) U NA (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and
$8dimcnt control measures.
S <MJ U NA (2) Appropriate perimeter sediment control measures have been Implemented.
S M <JD NA (3) Conveyance chlUIDels have beM stabilized or protected with appropriate sediment control measures.
<ID M U NA (4) Brosion &. sediment control measures life installed properly.
S @ U NA (5) Storm drain inlets have been adequately protected.
~ M U NA (6) Outlets have been adequately stabi1iud. .
S @ U NA {7) Existlng erosion & sediment control measures are being rnllintained.
@ M U NA (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil.
S M U ~ (9) Erosion &. sediment control measures have been installed and maintained on individual building sites.
Status of Sediment Retention On-Site
~ Site conditions present a high potential for off~slte sedimentation.
o There is evidence of off site sedimentation. .
o Description provided:
5"~ !)oyJP)~k 1">
JU-F
~ Please Refer to the Comments Section of this Report
"'\'If(Jn.)~ I
Satisfactory: The item is currently in compliance with the rule
Marginal: A concern has been Identified; corrective action Is stront
Unsatisfactory: A violation has been Identified and the site Is not In eom)
Not Applicable: Does not apply at tbls stage or construction
r
08/24/2001 08:51
317-776-1101
HAMILTON CO USDA
ON-SITE EVALUATION FOR EROSION AND SEDIMENT CON
COMMENTS
PROJECT NAME: L owe''S 8 WJ.Dull>.
The items checked below must be corrected prior to ? "!-D f t unless otherwise noted.
~ InStall an appropriate sediment control practice between construction areas ~d lower lying areas.
A ,2a:~ DAH .s NJ!GD6.Q WEST"~' GrId/Nfl P6/t/D
o ReplactIRepair sUt fence and/or straw bale bmiers.
o Entren,h silt fence (6-8 in.) and/or straw bale barriers (4 ~ in.) and stake straw bales.
o Remove accumulated sediment from: 0 sediment trapslbBSins, 0 behind silt fence/straw bales. 0 around stonn drain inlet
protection devices. 0 streets and gutters (Do 110t flush with water)
't Temporary seed, fertilize, andlormulch: STQtIlPJI.E SAND DI sr-'.IJrIJ ED... AlurA ~alJzt( tJF
~ Dl!reNr/tJN PONDS
)( Pennanent seed, fertilize, and mulch areas that are at final
grade: :U.DPe A L.DAI ~ ~'i I, fit 5 T JIlC/?:.'T:
o Protect stonn dratn inlets: 0 curb inlets, 0 drop inlets
o Reshape and stabili%e sideslopes of: 0 sediment trapslbasins, 0 detentionlretention bBSinS
Q InstalllMaintain construmon entrance(s):
0' Reshape and stabilize conveyance channels:
o Place pater emphasis on erosion and sediment control on building sites: contractors, subcontractors. material vendors, and
others $ould be made aware of erosioB and sediment control requirements. Appropriate perimeter sediment controls
(e.g. silt fence) and stable construction entrlnCCS shall be utilized on all sites. Sediment tracked into the street shall be
removed (do not flush with water) at the end of each work day.
o Other Requir.ements:
~J,'S s,'~ /'5 .setH,.':' ;'u"CS it) F d;sJw.6 eell I~,,~ AI~ ~ A'/!'''C~ Ie
j,~ '$et!'~L
For questlc>>ns regarding this report contact:
John South
-~-
~cc
u'
73{o-0Ll2P
.!:!!lli, Laurence M
Subject:
Brewer, Scott I
Monday, July 23,2001 11:11 AM
Dobosiewicz, Jon C; Hahn, Kelli A; Hollibaugh, Mike P; Kendall, Jeff A; Lillig, Laurence M;
Weese, Kate K
FW: 146th/US31 Ramps (10# 200100765)
From:
Sent:
To:
I have been invited to a meeting to discuss environmental issues on the 146th /31 ramp project (adjacent to the Lowes
site) on Thursday, July 26, at 1 pm. This construction project will affect Cool Creek into Carmel. If any of you have issues,
ideas, or would like to come, please let me know ASAP. The meeting will be on site at the south end of Danbury Ct.
Thanks you for your input!
Scott
-----Original Message-----
From: ANDREW PELLOSO [SMTP:APELLOSO@dem.state.in.us]
Sent: Monday, July 23, 2001 10:54 AM
To: Barbara_Hosler@fws.gov; Michael. D .Hasty@lrI02.usace.army.mil
Cc: BHittle@amercons.com; sbrewer@cLcarmel.in.us; BrettACrump@lrI02.usace.army.mil
Subject: Re: 146th/US 31 Ramps (ID# 200100765)
I will be there. In addition, I've had some conversations with Scott Brewer, who is the City of Carmel's Urban Forester. I
invited him to this meeting, as there may be overlapping issues regarding tree clearing along Cool Creek. Scott has been
included on this response. Should a DNR rep, such as Kent Hanauer, be at this meeting?
Andrew Pelloso
Senior Environmental Manager
Office of Water Quality
Indiana Department of Environmental Management
P.O. Box 6015
Indianapolis, Indiana 46206-6015
PH: 317/233-2481
FX: 317/232-8406
http://www.IN.qov/idem/water/planbr/401/401home.html
>>> "Hasty, Michael 0 LRL02" <MichaeI.D.Hasty@lrI02.usace.army.mil> 07/20/01 1 0:42AM >>>
We have set up an onsite meeting with American Consulting Engineers for July
26th (next Thursday) at 1 :00 to discuss the 146th street and US 431 ramps
project (Corps 10# 200100765) in Hamilton County, Indiana. I believe all of
you are familiar with the site. It would probably be best to meet around the
end of the circle at the end of the adjacent subdivision. I have attached a
jpeg map for reference. Please come if you can. This will be an opportunity
to raise any questions/concerns as they relate to your agency.
Sincerely,
Michael Hasty
Biologist/Regulatory Specialist
USACE, Louisville District
(502) 315-6676
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Johnson, Sue E
From:
Sent:
To:
Hoyt, Gary A
Wednesday, July 11, 2001 8:52 AM
Kendall, Jeff A; Weese, Kate K; Hill, Dick B; 'John South'; 'Broermann, Steve'; 'Cash, Steve';
Akers, William P; Brewer, Scott I; Lillard, Sarah N; Dobosiewicz, Jon C; Dolan, Veronica A;
Hancock, Ramona B; Johnson, Sue E; Lillig, Laurence M; Stahl, Gayle H
'rhekler@reececampbell.com'
RE: Pre-submittal meeting: Lowe's Home Improvement Warehouse
Cc:
Subject:
Only items requested by the fire department were an additional fire hydrant within 50' of fire department hook-up, a Knox
box on building and signage/striping in front of connection stating "NO PARKING"
Gary Hoyt
CFD
--Original Message--
From: Kendall, Jeff A
Sent: Tuesday, July 10, 20012:56 PM
To: Weese, Kate K; Hill, Dick B; 'John South'; 'Broermann, Steve'; 'Cash, Steve'; Akers, William; Brewer, Scott; Bucher, Sarah; Dobosiewicz,
Jon; Dolan, Veronica; Hancock, Ramona; Hoyt, Gary A; Johnson, Sue; Lillig, Laurence; Stahl, Gayle
Cc: 'rhekler@reececampbell.com'
Subject: Pre-submittal meeting: Lowe's Home Improvement Warehouse
The Building Division of the Department of Community Services has received a
request to schedule a pre-submittal meeting for the purpose of obtaining a
building permit.
Meeting Date: July 12, 2001
Time: 11 a.m.
Project: Lowe's @ E. 146th St. & U.S. 31
Related Planning & Zoning Docket Numbers: 36-01 DP/ ADLS TAC Aug. 2000
Representative of Project: Rob Heckler with Reece Campbell @ 513-617-6388.
If'there are concerns that might affect the issuance of'this permit, please "Reply to all~
1
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Johnson, Sue E
u
Steven Cash [stc@co.hamilton.in.us]
Wednesday, July 11. 2001 8:37 AM
DHill@ci.carmel.in.us; Ghoyt@ci.carmel.in.us; GStahl@ci.carmel.in.us;
JDobosiewicz@ci.carmel.in.us; JKendall@ci.carmel.in.us; KWeese@ci.carmel.in.us;
LLillig@ci.carmel.in.us; RHancock@ci.carmel.in.us; SBrewer@ci.carmel.in.us;
SJohnson@ci.carmel.in.us; slillard@ci.carmel.in.us; VDolan@ci.carmel.in.us;
WAkers@ci.carmel.in.us; sjb@co.hamilton.in.us; john-south@iaswcd.org
rhekler@reececampbell.com
Re: Pre-submittal meeting: Lowe's Home Improvement Warehouse
From:
Sent:
To:
Cc:
Subject:
Jeff,
The Surveyor's Office's comments have been satisfied.
Steve Cash
>>> "Kendall, Jeff A" <JKendall@cLcarmel.in.us> 07/102:55 PM >>>
The Building Division of the Department of Community Services has
received a request to schedule a pre-submittal meeting for the purpose of
obtaining a building permit.
Meeting Date: July 12, 2001
Time: 11 a.m.
Project: Lowe's @ E. 146th St. & U.S. 31
Related Planning & Zoning Docket Numbers: 36-01
DP/ADLS TAC Aug. 2000
Representative of Project: Rob Heckler with Reece Campbell
@ 513-617-6388.
If there are concerns that might affect the issuance of this permit,
please "Reply to all'.
1
-'
u
u
Johnson, Sue E
Cc:
Subject:
Kendall, Jeff A
Tuesday, July 10, 2001 2:56 PM
Weese, Kate K; Hill, ~ick B; 'John South'; 'Broermann, Steve'; 'Cash, Steve'; Akers, William;
Brewer, Scott; Bucher, Sarah; Oobosiewicz, Jon; Dolan, Veronica; Hancock, Ramona; Hoyt,
Gary A; Johnson, Sue; Lillig, Laurence; Stahl, Gayle
'rhekler@reececampbell.com'
Pre-submittal meeting: Lowe's Home Improvement Warehouse
From:
Sent:
To:
The Building Division of the Department of Community Services has received a
request to schedule a pre-submittal meeting for the purpose of obtaining a building
permit.
Meeting Date: July 12, 2001
Time: 11 a.m.
Project: Lowe's @ E. 146th St. & U.S. 31
Related Planning & Zoning Docket Numbers: 36-01 DPj ADLS TAC Aug. 2000
Representative of Project: Rob Heckler with Reece Campbell @ 513-617-6388.
If there are concems that might affect the issuance of this permit, please "Reply to all~
1
.B6/21/2BB1 B8:45
317-776-11B1
HAMILTON CO USDA ~<
PAGE .1112B
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TE ATION FOR EROSION AND SE ONTR L
Hamilton County Soil and Water Conservation District
1108 South 9tb Street, Noblesville, IN 46060
Telephone: 317-773-2181 Fax: 317-776..1101 'i1 0
· l') (0 -0 f V r
proJeetName~ . $;TL 4/3..,t- /~ "... ~ J
. Present lit S~e: John Suuth, Hamilton Co. SWCD, u___M~.III SJ41.L/ ., B tSr . :;; /)cue... t) W <I!..rl"t
1:ii?;f'~ li!/f/~:'~ f)~.C "'M6'<. rnn.rq~~~~
'I'ypeOPEVALUATION: 0 Initial 0 Routine X Follow-up 0 Complaint
nate:
I. (.'''/6fJ (
This evaluation is intended to assess the level of compliance with 327 lAC I s~s (Rule S). It is also intended to identi,fy areas where
add.itional measures. may be nlcpired to control erosion and sedimentation. All practices recommended in this report should be
evaluated as to their feasibility by Il q\laJ.i{ied individual with structural practices designed by a qualified engineer. f
Ali,erosion and sediment control measures shall meet the design criteria, standards, and spec:ifieatlons outlined iR file
"l-.dlanl' Ilaildboak for Erosion Control In Developing Areas" or similar guidan~e documents.
'CUtr~tSiteh1fontiation; RlJtJ.J :9;11'/;"9 ~a.J~/V~NC ~ns Lc ~IJ~
7,." 7" ~,
~.. .::st~/Jo'" ~~J..JI!'~ /A.$/~d'" /A,~ ~ ~.,.~,
/
....... --.L.
The Foilowbag Items Have Been Evaluated aDd Assigned a Designatio~ of:
S == Satisfactory M ... Marginal U ... Unsatisfactory NA z:: Not Ap,plicable
Cbnsti1lttion Site Management for Erosion and Sedfmellt Control
S @ U NA (I) Disturhd areas have been adequately protected through seeding or other appropriate erosion attd
. sediment control measures.
S (M) t] NA (2) Appropriate perimeter sediment oontrol measures have been implemented.
S "tf all NA (3) Conveyance channels have been stabilized or protected with ~propriate sediment ,"ontrol measures.
S <m U NA (4) Erosiatl &. sediment o6ntrol measures are installed properly.
S . M U cEa> (5) Stonn drai'O i,nItts have been adequately protected.
S M U ail> (6) OutIets have been adClquately stabilized.
S ~'tJ NA (7) Bxistinr; erO'$ion &. sediment control measures are being maintained. ' ,
CS) M 'u ~. (8) Publle & privllte roadways lI1'e being kept olear of acC\1l'l;lulated sediment or tracked soU.
.' S M U (J;JAJ (9) Srosioil & sediment ~ontrol measures have been Installed and maintained Cim individual buildmg sites. .
Status bf Sediment RetentlOD On.Site
o Site ~onditions presertt a high putenrial for off-site sedimentation.
o , There is evidenee of off site sedlrne~tation.
o D~ptiQJl provided:
. ~ tlease Refer ttJ the Comlbe~ts Section of this Report
SatisfaCtorr- The item is currently In tompllanee wltb tbe rule
Mar.lnlll: A concern bas bten Identlned; corrective action is strongly recommended to remain in compliance
Unaatisfactot)': A violation has been Identified and the site Is Dot in compliance; corrective adlon is required
Not Applicable: Does not .,pply a-t this stage of construction RtI"l#d 4/98
06/21/2001 08:45
317-776-1101
o
HAMILTON CO USDA,
(.)
PAGE 12/20
.
ON-SITE EV ALVA. TION FOR EROSION AND SEDIMENT CONTROL
COMMENTS
. PltOJECI' NAME: L.~e~ Slr~
Tb~ Items elra:ked belOW must be corrected prior to I ~ :J.' (~I I unless otberwise noted.
o Install an appropriate sediment control practloe between construction areas and lower lying areas.
o ReplaceIRepair silt fence and/or straw bale barriers.
o Entrench silt fence (6-8 in.) and/or straw bale barriers (4 -6 In.) and stake straw bales.
o R.emove accum.ulated sediment from: 0 sediment trapslbaslns. 0 behind silt fence/straw bales. 0 around storm drain inlet
protection devices..o streets and gutters (Do not flush with water) c
}( T~ponuy""" fe1d~..dlorm"l,h, ~'Z~t :-Jjj~,:/rj~~"-i. in;P~
o Pmnanent seed. fertilize. and mulch areas that are at final
gtade:
o Protect storm drain inlets: 0 curb inlets, 0 drop inlets
o Reshape IUld stabilize sideslopes of: 0 sediment traps/buins, 0 detention/retention basins _
o InstalllMaintain construction erttrance(s):
o Resh8p~ IUld stabUize conveyance channels:
o Place gteateUl2\phasis on erosi<ln and sediment control on building sites; contractors, subcontractors, material vendors, and
others should be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls
(e.g. sUt fence) and stable 'constl'Uction entrances shall be utilized on all sites. Sediment tracked into the street shall be
removed (do not flush with water) at the end of each work day.
1f Other Requirements:
r!A.lflh.;'1t f',/tr ;;r ~CuJ4 ~/'''~1 "';PU~ ,4bi/.
For qU~tiODS regak"di~g tbIs report contact:
John South
City of Carmel
June 11, 2001
<7 COPy
Peter G. Moore
Ratio Architects, Inc.
107 S. Pennsylvania Street, Suite 100
Indianapolis,~ 46204
RE: Lowe's of Carmel building eevations
f
Dear Mr. Moore:
This letter shall serve as evidence of the review and approval of the building elevations (received June 11,2001 with
Zoning/Bulletin note) for the proposed Lowe's building at the southeast comer of 146th Street and US 31 in Carmel,
Indiana. I have reviewed the revised building elevations and find that they have been revised per our understanding.
If you have any questions or if I may be of further assistance please do not hesitate to call.
Sincerely,
~c~tMC: '/
/ ~~:~g Administrator
Kite!
Page 1
ONE CIVIC SQUARE
CARl\1EL, INDIANA 46032
317/571-2417
RATIO TRANSMITTAL
. Project: Lowe's of Carmel Delivery Via:
Ratio No.: 00153.000 D E-mail
ARCHIHCTS Reference: D FTP
Date/Time: June 11,2001 D Fax
Architecture Department of Community Services D Pick-up
To:
Interior Design One Civic Square ~ Messenger Code J.
Landscape Architecture Carmel, IN 46032
Preservation D Postal
Urban Planning P: 571-2417 F: D Express
Attention: Mr. Jon Dobosiewicz
~ Review and Comment D Information / Use
~ For Approval
D Under Separate Cover
Enclosures:
Quantity
2
Date or Number Description
6/06/01 Elevation Sheet A-5
Remarks:
Jon:
Enclosed please find 2 copies of the elevations for the proposed Lowe's in Carmel per your request. If you
have questions, please feel free to call.
Thanks.
Ik
Ratio Architects, Inc.
Suite 100
107 S. Pennsylvania St.
Indianapolis, Indiana
46204-3684
3176334040
Fax: 317 633 4153
www.RatioArchitects.com E:\2000\00 15 3\VII\carmelplan.doc
Peter G. Moore
Historic Preservation Specialist
cc:
Dave Smith, Ratio Architects, Inc.
CF 00153.000 vii
Dobosiewicz, Jon C
Cc:
Subject:
Kendall, Jeff A
Tuesday, July 10, 2001 2:56 PM
Weese, Kate K; Hill, Dick B; 'John South'; 'Broermann, Steve'; 'Cash, Steve'; Akers, William;
Brewer, Scott; Bucher, Sarah; Dobosiewicz, Jon; Dolan, Veronica; Hancock, Ramona; Hoyt,
Gary A; Johnson, Sue; Lillig, Laurence; Stahl, Gayle
'rhekler@reececampbell.com'
Pre-submittal meeting: Lowe's Home Improvement Warehouse
From:
Sent:
To:
The Building Division of the Department of Community Services has received a request
to schedule a pre-submittal meeting for the purpose of obtaining a building permit.
Meeting Date: July 12, 2001
Time: 11 a.m.
Project: Lowe's @ E. 146th St. & U.S. 31
Related Planning & Zoning Docket Numbers: 36-01 DP/ADLS TAC Aug. 2000
Representative of Project: Rob Heckler with Reece Campbell @ 513-617-6388.
If there are concerns that might affect the issuance of this permit, please ''Reply to all~
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From:
Sent:
To:
Subject:
DSm ith@RatioArchitects.com
Wednesday, May 23,2001 10:37 AM
jdobosiewicz@ci.carmel.in.us
FW: Lowe's of Carmel
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-----Original Message-----
From: Smith, David
Sent: Wednesday, May 23, 2001 9:47 AM
To: 'jdobosiewicz@ci.carmel.in.us'
Cc: 'preis@reislaw.com'
Subject: Lowe's of Carmel
Jon:
We would appreciate an up-date regarding the pending cornice revisions for
the Lowe's project.
.
We had originally anticipated that a decision would have been made several
weeks ago which would have allowed Ratio sufficient time to make all
necessary drawing revisions prior to distribution of documents for bidding
purposes.
Documents were distributed for bidding purposes on May 1, 2001 and bids
are due Tuesday, May 29, 2001. Unfortunately, we have missed that window
of time for us to prepare revisions prior to receipt of bids.
We will look forward to hearing from you.
Thanks,
David A. Smith, AlA
Senior Associate
Project Director
Ratio Architects, Inc.
(317) 633-4040
(317) 633-4153 Fax
Mailto:dsmith@ratioarchitects.com
www.ratioarchitects.com
1
The Reis Law grm
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Paul G. Reis, Esq., LLC
12358 Hancock Street
Carmel, IN 46032-5807
(317) 848-4885
Fax: (317) 848-4899
firm@reislaw.com
Writer's Direct Dial
(317) 848-4886
preis@reislaw.com
May 2,2001
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RECEIVED
HAY 1 200t
DOCs
Via Hand Delivery
Mr. Jon C. Dobosiewicz
City of Carmel
Department of Community Services
One Civic Square
Carmel, Indiana 46032
RE: Approval of Retention Pond for Development of Lowe's Carmel Store
Our File Number: 2005/1
Dear Jon:
Following up on our conversations, I am writing to confirm the approval of the
construction of a retention pond which will serve the new Lowe's store, the adjacent commercial
development, the current Danbury Estates subdivision and the future development on vacant land
located south of l46th Street and east of the new Lowe's store. The salient facts, as I understand
them, are as follows:
1. The design and engineering of this retention pond has been submitted to and
approved by the agencies compromising the Technical Advisory Committee, as
well as your Department in connection with the approval of the Development Plan
for the Lowe's store in accordance with Ordinance Z-344. I am enclosing with
this correspondence, photocopies of portions of sheets C-105 and C-205, which
show the particulars of this retention pond as filed with the Development Plan
application on file with the Department.
2. The land upon which the retention pond will be built is now owned by Lowe's
and is critical to the development and construction of the store.
3. It is anticipated that the retention pond as shown, will be enlarged as Phase II of
the Lowe's development site occurs. Phase II of the site is located directly south
of the current Lowe's store construction. Therefore, the amount of vacant,
undeveloped land north of the retention pond will be further diminished following
that commercial development.
4. Although a primary plat for Section 2 of Danbury Estates (which included the site
of the retention pond) was approved, due to the development of the Lowe's site,
the construction of the new road, and the construction of this retention pond, that
primary plat will no longer be able to be developed as approved.
The Reis Law Finn
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Mr. Jon C. Dobosiewicz
May 2, 2001
Page 2
5. The land upon which the retention pond will be constructed as well as the land to
the north which is adjacent to Danbury Estates remains zoned as R-4.
6. It is far from certain as to what, if any, development will occur on the remaining
R-4 land following the expansion of the retention pond in connection with the
development of Phase II of the Lowe's site.
Based upon the above-stated facts, and our telephone conversation today, the
construction of this retention pond falls within your approval of the Development Plan for the
Lowe's site (Docket #36-01) in accordance with Ordinance 2-344. We have agreed that any
expansion of this retention pond in connection with additional development on the Lowe's site
must be submitted for approval as a part of the Development Plan for that development
consistent with Ordinance 2-344.
I would greatly appreciate it if you could confirm your approval of the retention pond
component of the Development Plan as soon as possible. Your cooperation and assistance has
been greatly appreciated.
Very truly yours,
PAUL G. RBIS, ESQ., LLC
PGR/lg
Enclosures
The Reis Law'i-irm
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Paul G. Reis, Esq., LLC
12358 Hancock Street
Carmel, IN 46032-5807
(317) 848-4885
Fax: (317) 848-4899
firm@reislaw.com
April 24, 2001
Via Hand Delivery
Mr. Jon C. Dobosiewicz
City of Carmel
Department of Community Services
One Civic Square
Carmel, Indiana 46032
RE: Revised Landscaping Plan for Lowe's Carmel Store Project
Our File Number: 2005/1
Writer's Direct Dial
(317) 848-4886
preis@reislaw.com
Dear Jon:
Per our telephone conversation, I am enclosing the revised Landscaping Plan which
indicates a revised plant schedule and plant count as well as indicating where the additional plant
materials have been changed on the plan itself. To the extent that you have any questions or if we
can be of any further assistance to you, please do not hesitate to contact me.
Thank you very much for your cooperation and assistance in this matter.
Very truly yours,
PAUL G. RBIS, ESQ., LLC
~
Attorneys for Kite Development
PGRflg
Enclosure
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CONSTRUCTION
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INTEROFFICE MEMO
TO:
PK, AK, TM, JK, OS, MW, KA
FROM:
Jon Schelling
Gentlemen, below is a complete listing of the items necessary to receive our improvement
location permit from the City of Carmel for the Lowes project. This approval is the only
approval needed for completion of the site work. Submittal date is to be April 6, 2001.
Provided these items are submitted by time required, permit will be issued by April 11th.
Development Plan Meeting
Dated March 29, 2001
1. Show that the landscape area in front of building is equal to 10'-0" wide along whole front of
building.
2. Revise Site Lighting Plans - pole heights max 25'-0" and bleed over max.1 @ East
property line and .3 @ North property line. Show fixture cuts.
3. Show plan that identifies 6% interior green space.
4. Sidewalk from 146th Street - By Others.
5. Show Planting Schedule.
6. Scott Brewer - show L.S. plan with mitigation plantings on it.
7. Show wall on plan in R.O.W. along with stream.
8. Approval letter from Dick Hill.
9. Approval letter from Surveyors office.
10. Submit two (2) sets of Elevations for Building
11. Submit one (1) years water bills from Lowes to verify water and sanitary usage.
12. Submit two (2) sets of updated and complete Civil drawings.
In Attendance:
Paul Reis, Paul G. Reis, Esq., LLC
Laurence M. Lillig, Jr., City of Carmel
~on C. Dobosiewicz, City of Carmel
Mike Holobaugh, City of Carmel
Jon Schelling, Kite Greyhound, LLC
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Dobosiewicz, Jon C
From:
Sent:
To:
Cc:
Subject:
Dobosiewicz, Jon C
Friday, April 20, 2001 9:37 AM
'preis@reislaw.com'
Hollibaugh, Mike P
"Proposed" Lowe's building - cornice modifications
Paul,
This transmittal is in regard to the revisions of the approved Lowe's elevations made by Ratio Architects. After
considering the elevations approved by the Plan Commission, the elevations dated with an addendum of March 16,
2001, the letter from David Smith dated April 17, 2001 and the representation made at our meeting Friday April 13, 2001
we have determined that the Department can not make an administrative decision regarding the changes. The question
is if the new elevations (specifically the cornice dimensions) are representative of the renderings displayed to the Plan
Commission and City Council at the time of the zoning approval process. Again, this matter is entirely separate of the
DP application and approval process. You can proceed with final site preparation.
Due to the nature of the changes and time considerations of your client the Department will allow this matter to be
addressed by the Special Studies Committee of the Plan Commission as opposed to requiring the filing of a complete
amended ADLS petition (requiring a 60 to 90 day process). This would be provided that the members of the Special
Studies Committee find the changes acceptable. If they do not find the changes in compliance with the 'spirit and intent'
of the original elevations presented last year you would be required to file a formal application for an amended ADLS to
permit the changes. Let me assure you that it is not our intent to pursue that route at this time. The Department will be
glad to assist you in preparing for the Special Studies Committee meeting. The Special Studies Committee meets
Tuesday May 1, at 7pm. We should meet to address what information should be presented to provide the members of
the committee an adequate amount of information to make a decision that evening (colored elevations, renderings,
scaled exhibit of original and proposed cornice, etc.). I would like to send out information to the Board members in
advance of the meeting. It is not likely that they would act on the matter that evening without at least some advance
notice.
While it appears based on my discussions with Mr. Smith and his above noted letter that the building can not be
constructed according to the scale of the original drawings due to the width of the walls (14") and the offsets indicated
(between 18 and 24") I am confident that some level of modification to the original elevations will be found acceptable.
We have reviewed the other elements of the building facade and note that the changes you address in your letter will be
made. Again, it is our interest is in insuring the City is delivered the product you displayed at the time of the rezone.
Sincerely,
Jon C. Dobosiewicz
Planning Administrator
Department of Community Services
City of Carmel
One Civic Square
Carmel, IN 46032
Phone: 317.571.2417
Fax: 317.571.2426
jdobosiewicz@ci.carmel.in.us
Ph: 571-2417
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Dobosiewicz, Jon C
From:
Sent:
To:
Cc:
Dobosiewicz, Jon C
Wednesday, April 18, 2001 5:12 PM
'preis@reislaw.com'
Hollibaugh, Mike P; Stahl, Gayle H; Brewer, Scott I
Paul,
Please let this letter serve as notice of the approval of the Development Plan for the Lowe's site (docket # 36-01). You
may proceed with final site preparation.
Still outstanding however is the issue regarding the building elevations. I am in receipt of your letter dated April 17 and
the letter from David A. Smith with Ratio dated April 17 ,2001. We must now determine if the new elevations meet the
intent shown to the City Council at the time to the zoning approval process. This mater is entirely separate of the DP
application and approval process.
Do not consider the approval of the Development Plan as an indication of approval of the building elevations. If we
receive an application for building permit for the structure prior to resolution of this matter we will not be in a position to
issue the permit. It appears based on my discussions with Mr. Smith to date that you can not construct the building
according to the scale of the original drawings due to the width of the walls (14") and the offsets indicated (between 18"
and 2'). We need to review this matter prior to making any decision. I will make every effort to do this by the first of next
week. We hope to resole the matter administratively. Our interest is in insuring the City is delivered the product you
displayed at the time of the rezone.
Thanks,
Jon C. Dobosiewicz
Planning Administrator
Department of Community Services
City of Carmel
One Civic Square
Carmel, IN 46032
Phone: 317.571.2417
Fax: 317.571.2426
jdobosiewicz@ci.carmel.in.us
Ph: 571-2417
1
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RATIO
ARCHITECTS
Architecture
Interior Design
landscape Architecture
Preservation
Urban Planning
Ratio Architects, Inc.
Suite 100
107 S. Pennsylvania St.
Indianapolis, Indiana
46204-3684
317.633.4040
Fax: 317.633.4153
www.RatioArchitects.com
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William A. Browne, Jr., AlA
David J. Rausch, AlA
Steven R. Risting, AlA
R. Tim Barrick, FSMPS
Kenneth M. Boyce, AS LA
April 17, 2001
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Robert G. Proctor, AlA
Thomas A. Cheesman, AlA
Mr. Jon Dobosiewi,cz
Planning Administrator
Department of Community Services
City of Carmel.
One Civic Square Street
Carmel, IN 46032
Re: Lowe's of Carmel
Dear Jon:
As a follow up to our telephone conversation concerning the dimensions and scale of the
building cornice components, we offer the following:
To respond to your most recent question, the drawings submitted for zoning purposes indicate
that the top band of the cornice projects past the face of the building (based on scaling the
building elevations submitted for zoning review and approval) varies from 18 inches to 24
inches, and the lower, recessed portion of the cornice assembly is shown recessing 18 inches
to 24 inches. D~ring our meeting, Friday, April 13, 2001, weindicated that the size of the
various components when rendered in color lose some of tl;1eir accuracy.
As discussed during our meeting, we initially drew the building elevations with the larger
cornice dimensions and with the dimensions as indicated on our final drawings. After
comparing the elevations and considering the proportions of the cornice we elected to use the
smaller more proportionally appropriate cornice. Additionally, we also studied the cornice
projection, and again, in our professional opinion, the more restrained (smaller) dimensions
were the most appropriate.
Regarding the recess dimension of the lower cornice band. This is both a proportion and
pragmatic issue. Considering the proportion issue, the recess was studied with lhe uverall
evaluation of the entire cornice assembly. From a pragmatic point of view, our wall thickness
is only 14 inches, which would reasonably preclude the 18 to 24 inch recess indicated on the
zoning submission documents. This is not to say that the recess cannot be deeper, however,
we felt that a recess deeper than the 4 and one half inches as shown on our final drawings
would create even greater opportunity for bird roosting so we opted to minimize the roosting
ledge and maintain the more shallow recess.
To satisfy our original decision regarding the proportions we have modified the cornice
dimension.s and adjustedthe building height accordingly, compared the revised version with
the mo.st recentsubmissionand in our professionalopinionsmal~er proportions are more
appropriate to the overall scale of the building.' .
E:\2000\OOI53\VI\CarmeIPlanrung.04. 17.01.doc
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Mr. Jon Dobosiewicz
Page 2
April I?, 2001
It is never our intent (to paraphrase you) to provide a "Timex" when we presented a "Rolex".
Our decisions in this case, to adjust certain dimensions, were dictated by what we believe to be
the most appropriate, esthetically pleasing and proportionally correct solution to the design
problem.
S~A
David A. Smith AlA
Senior Associate
cc: James WeIch - Lowe's Companies, Inc.
Paul Reis - The Reis Law Firm
John Schelling - Kite Construction, Inc.
Dave Rausch - Ratio Architects, Inc. / CF 00153.000 WI
E:\OOOOI-I\SAMPLE.LET
The Reis Law'firm
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Paul G. Reis, Esq., LLC
12358 Hancock Street
Carmel, IN 46032-5807
(317) 848-4885
Fax: (317) 848-4899
firm@reislaw.com
Writer's Direct Dial
(317) 848-4886
preis@reislaw.com
April 17, 2001
Via Hand Delivery
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APR 17 2001
DOCS
Mr. Jon C. Dobosiewicz
City of Cannel
Department of Community Services
One Civic Square
Carmel, Indiana 46032
",--
RE: Revised Landscape Plan and Revision of Architectural Details for Approval of
Development Plan under 146th Street Planned Unit Development District -
Lowe's Store
Our File Number: 2005/1
Dear Jon:
In furtherance of our meeting held last Friday, I am submitting to you two copies of the
revised Planting Plan for the Lowe's store project which reflect the addition of251 shrubs in the
Phase 1 interior parking lot landscaping areas. This exceeds the 190 additional shrubs that were
discussed last Friday.
Additionally, this letter will confirm that we will be providing you elevation drawings
which will include the following revisions:
1. Increase the "cornice" dimensions as follows: top cap from 1 foot 6 inches to 2.0
feet high and increase the recessed "band" portion of the cornice from 1.0 feet
high to 2.0 feet high. This change will be reflected on all exterior elevations and
wall sections.
2. Add "non-vision" windows to the west end of the north elevation between column
lines "F" and "A". See Drawing A-5 and 2A-5.
It is my understanding that with the receipt of this information, you should be able to
provide me with approval of the Development Plan so that our client, Kite Development, can
proceed with final site preparation and obtaining building permits. Thank you very much for
your cooperation and assistance in this matter.
PGR/lg
Enclosures
"
~ APR-17-01 TUE 05:06 PM
P, 01
RATIO
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ARCHITECTS
Archil!CrUm
Interior Cosion
lao~sca~e Archilecture
Prosarvalian
Ur~Bn Planning
R,;,lio Archi1r:r.I~, loc
S~1I1~ 100
107 S. PennsylvDoia St
Indianapolis. InninM
411204.3684
317 .633,4040
Fa~: 317.633.4153
WWW.R.ltioArchlleLI$.com
00 ARCHITECTS
FAX NO, 603
April 11.1001
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Mr. Jon Dobositlwicz
Planning Administrator
D~pllrtmt!nt of Community S(r\'ic~s
City of Carm~l.
On~ Civic S<lUl~re Slr~..:t
Cilrmel. IN 46032
Rc: LO\'..e's of CUI'mel
Dear J Oil:
As a follow up to our telephon~ conversation concel'lling the dimensions nnd scul~ of (he
building corniL'~ components. we offer lh~ following:
To re:;pond to your most recenL question. the drawings submined for zoning pUrpO!'ieli indicate
that the tOp b.md of the comicto'! projects past the face of the building: (based on sCllling the
building d~vutions !\ubmittccl for zoning review and approval) varies from 18 inches to 24
inches. and the lower. recessed portion of [he cornice assembly is shown recessing 18 inches
to 24 inchc~. During QUI' meeting, friduy, April 13. 2001.. w.e indicated thl1t lhe size of tho
various compl'nenl~ when rendered in color lose some of their accuracy.
As discussed during OUI" meering, we initiully drew the building elevations with tho larger
cornice dim~nsions and with [he dimensions as indica.ted on our final drawings. After
comparing thtll:!levl1lion!i and cl)ngidering the proporLions of the com ice we elected to use th~
llmaller more proporliontllly appropriate comice. Additionally. w~ olso studied the cornice
projeclion, and again, in OUI' professional opinion. the more remained (smaller) dimensions
were the IllOSI appropriah:.
Regarding the recess dimension of the lower cornice bancl. This is bOlh " proportion and
pr<tgmatic issue. Considering the proporlion issue. the recell5 wns studied with lhe overall
evaluation of lhl:! I:nlire conlicc assembly. From 11 prngmluic point of view. our walllhi<;kncss
b ollly 14 indIes, which would reasonably preclude the 18 to 24 inch ~~ss indicated on the
zoning submission documents. This is not to say thll[ the recess cannot be deeper. however,
we felt (har il r~ccss deeper than the 4 and one half inches as shown 00 our final drnwings
would create even greater opportunity for bird roosting so we opted to minimiz~ lh~ I'oosting
It:dge und mmnlnin the more lihallow recess.
1'0 salisfy our original decision regarding the proportions we hAlVe modified the cornic~
dimcnsion~ ilnd adjusted the building hdght accordingly, compl\red the reVilied v~rsion wiLh
lh~ mo:;l rcc:crll suhmission and in our professional opinion smaller l,roponions o.rc more
appl'opdale [0 lht~ Marall SCIl]\! of the building.
~110l,XNXll ~.IIVI\c.:.",,,,Il'I~nlllllll ()~ 17 ell ~oc
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.. APR-17-01 TUE 05: 07 PM
00 ARCHITECTS
FAX NO. 603
p, 02
Mr. Jon Dobosi~wicz
Page 2
AP1'II 17. 200 I
it is never our intent (to p.\rllphrus~ YOU) to provide 11 '"Timex" when we presented a "Rolex",
Our u\:l.':ision:o. in this cus~. to l\uju!\l certain dimensions. were: dictated by what we bditlve to b~
lhl: most approprim~. t:~ah~tically pleasing and proportionally correl,':( solution to (he d~si8n
probl~rn.
S~-A
David A. Smith AlA
Senior Associate .
cc: 1:lml.l~ Welch - Lowe's Compnnicli, Inc.
Paul Reis - 'rhe Rcis Law Firm
JoM Schelling - KilD C(lnsLrucLion. Inc.
Dava Rllu~ch - RUlio An;hilects. Illc. I CF 00153.000 WI
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Aprill~ ~01 f~/~'~~
TO: Kevin Allen, Kite \~~\ APR l' 2001 F~
FROM: Dick Hill, City of Carmel '\ -.> DOCS t" J
RE: Lowes-Department of Engineering Requirements \ '\ ',- ,9
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Following are the remaining requirements to be satisfied prior to approval of the start of infra~ct~eTT;~'j5)>/
construction at the Lowes site. -L-.___-=-_
1. Minimum of 5-sets of final revised certified construction drawings. This office approved the drawings on
March 29, 2001.
2. Certified Engineer's Estimates for 100% of the cost of labor and materials for:
. Water Mains
. Sanitary Sewers
3. Individual Performance Guarantees in the amount of the Engineer's Estimates for:
. Water Mains
. Sanitary Sewers
Performance Guarantees may be either Performance Bonds or Irrevocable Letters of Credit with an
expiration date of not less than one-year from date of issue.
4. Upon satisfaction of the above requirements, we will accept Water and Sanitary Sewer Availability
(acreage) Fees, sign and approve the drawings and approve the start of construction.
Availability (acreage) Fees
. Water - 24.049 Acres @ $1,010.00/Acre = $24,289.00
. Sanitary Sewer - 24.049 Acres @ $1,365.00/Acre = $32.827.00
Total $57,116.00
There are no Board of Public Works and Safety Approvals required to commence infrastructure construction.
Sewer/BuildinQ Permits
The infrastructure must be installed with acceptable test results obtained, prior to sewer permits being issued.
Sewer permits are a requirement for a building permit. The Lowe's facility will be required to obtain Water and
Sanitary Sewer Availability (Connection Fee) approval from the Board of Public Works and Safety prior to
obtaining a building permit (as will the future building site). We will also require dedicated and recorded
easements for the water and sanitary sewer mains.
Connection Fees
Based upon from our ordinance, the following calculations would apply to this facility:
135,197 sq. ft. Retail Facility @ 1.0 EDU/1,000 sq. ft. (Retail) = 135.2 EDUs
Water -135.2 EDUs@$1,310.00 Connection Fee/EDU = $177,112.00
Sanitary Sewer -135.2 EDUs @ $795.00 Connection Fee/EDU = $107.484.00
Total $284,596.00
Deviation from our ordinance will require approval of our Board of Public Works and Safety upon
recommendation from the Director, Carmel Utilities. We would require a minimum of one-year of actual water
billslwater usage, itemized per month and by total gallons per month. The usage submitted to be utilized as a
basis for calculation of Connection Fees must be from a facility of the same size and utilization. The facility
must be identified. Additional buildings to be constructed on the site will require additional Connection Fee
calculations.
NOTE: ROAD CONSTRUCT/ON
WE REQUEST TO REMAIN INFORMED OF ALL COMMUNICA TION AND PROGRESS WITH THE HAMIL TON
COUNTY HIGHWA Y DEPARTMENT REGARDING THE CONSTRUCTION OF THE ROAD, FROM WHICH THE
LOWES STORE WILL BE ACCESSED. AGAIN, WE WILL NOT PERMIT THE STORE OPENING AND PUBLIC
ACCESS ACROSS A PART/ALL Y CONSTRUCTED, UNSAFE DRIVE.
cc: M. Kate Weese, City Engineer
Laurence Lillig, Department of Community Services
John Duffy, Carmel Utilities
Mark Settlemyre, Cornerstone Surveys
S:ILlSTSILOWESREQ
:Kmton C. 'Ward, Surveyor
(Plione (517) 776-S4!:lS
'I''ax CP7) 776~62.S
/
S"itt: l8<~
One J{amilton C'IIInty SquaJ'e
.:Noblesville, Indiana 4606o-:l1Jo
April 11, 200 1
Kevin Allen
Kite Development
Re: Lowes - 14~
All submittals for approval by this office have been received. If you have any questions,
please feel free to contact this office at 776-8495.
Steven T. Cash
Plan Reviewer
Cc: Cannel DOCS
Carmel Eng.
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Johnson, Sue E
From:
Sent:
To:
Cc:
Subject:
Lillig, Laurence M
Thursday, March 29, 2001 2:06 PM
Johnson, Sue E; pattyn, Dawn E; Morrissey, Phyllis G
Hollibaugh, Mike P; Dobosiewicz, Jon C; Hahn, Kelli A
Kite PUD - Lowe's (36-01 DP)
Docket No. 36.:01DP has been assigned to the Development Plan application filed by Kevin D. Allen of Kite Greyhound
LLC for a Lowe's hardware store to be located at 14598 Lowes Way.
The filing fee for this petition is $1278.00.
T~e oetitioner has been apprised of this information.
Laurence M. Lillig,Jr.
Planning & Zoning Administrator
Department of Community Services
City of Carmel
One Civic Square
Carmel, IN 46032
Phone: 317.571.2417
Fax: 317.571.2426
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City of Carmel
DEPARTMENT OF ENGINEERING
March 29, 2001
Mr. Mark Settlemyre
Cornerstone Surveys
5151 North Shadeland A venuc, Suite 200
Indianapolis. IN 46226
RE: Lowc's Homc Imp,-o\"cmcnt Ccntc,-/Rc\"icw #-t
DcaI' Mr. SClllemyre:
Wc havc reviewed the revised construction plans and your comlllcntlcllcr of February 2~, 200 I. We
apologizc for the delay in rcsponding to your !cllcr and rcvisions, You hmc addressed 0111' issucs and hm'c
madc the appropriate rcvisions, Thcrefore. we approve the drawings submilledlo this office on February
2X, 20\)),
If you ha\'e qucstions. please call.
;O~
Dick Hill, Assistant Director
Departmcnt of Enginecring
cc: M, Kate Wecse, City Engineer
John Duffy, Cannel Utilities
Laurcncc Lillig, Dcpartmcnt of COl11munity Serviccs
Kevin Allcn. Kite Greyhound LLC
s ,PIW.lRI,: vo 1.1 ,O\\'LS4
ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571.2441
At'K-U~-cUUl nUN U:;:41 PM GiTY OF CARMEL
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FAX NO. 317 571 2439
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FJlr.:UM;!;LE ~ELj.Ol'Y CQyP L~TTsn
DATE: 4- 9j9J
FACSIKILE NO. (317} 571-2439
TO: r-)tlJ \..J ~=~l
FAX. NUKBER ~11 ~;:'(PO'S
FROM:~~~'-
COKPANY z..t: -rc::
DEPARTMENT OF ENGINEERING
COMMENTS:
Attached hereto ar,:;: _ t-f pages I including this cover letter I for
facsimile transmis:!:ion. Should you experience any problem in the
receipt of these p~qes, please call (317) 571-2441 and ask for
.
CONFIDENTIALI'l'Y NO'I':ICBI The materials enclosed with this facsimile
transmission are p]~ivate and confident.ial and are the property o~
the sender. Tbe. information contained in the material is
privileged and is inten4ed only ~or the use or the individual(s) or
entity(ies) named ,9,bove. Xf you are not the intended recipient, be
advised that any ull,authorized disclosure, copyinq, distribution or
the taking' o~ an~r aotion in reliance on the contents of 'this
telecopie4 in~ormeL'tion is striotly prohibited. It you bave
rGceiveCl this facE.:lmile transmission in error, please immediately
notify us by 'telu:phone to arrange for return or the forwarded
documents to us.
ON E CIVIC SQUARE C^'~MgL. INDIANA 46032 3171571-2400
\\
. Ht'K-U~-cUUl MUN Uj:4~ PM GlTY OF GA~MEL FAX NO. 317 5712439
. ~NOTICEOF INTENT 1r '~ONSTRUCT A WATER MAIN ~XTENf' -'N.
50w Fcmt4110Da 111-110) "-' I...,.J
\ ,.---:1, Jlpp{_d by s.... B~tl 01 A<<ounh ,UG '
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p, 02
... .....--....
r CI.ll neral COl'lstruc:tion permit I'or wetcr Main Extl:nsiollS
1. lltllt ~r prOJ~ol - -..-- -
, r.avE r S HOME IMPRC~
3. lccallon of project (JndutJillll n6tJft}Si public IJ If>9fsecliollnnd IlMfRll' qLlltrr~r Sllcr/on. TOwrl!lhip. Rllngc)
WCATED IN THE SOu:rHWE;.c;T QUADRANT OF ~ INTERSEcTION OF 146TH S'l'REEI' AND
GREYHOUND PASS IN THE N. W. 1 /4 ,'SECTION 19 , 'mWNSHIP 18N, RANGE. 4E.
" .
2. County Of proilld
HAMILTON
4. !\lame of ralJpo nslblv pef'$Ol'1, title. firm
Michael P. Wyman. Contra::~ Manager. Kite Construction.. LLC
6. AdCS,.S$ 01. fi1m
. 6610 N Shadeland Ave.> Suite 200. Indianapolis. IN 46220
'1 .pubrlC Wllt.r Sya1em (PWS)
a. reloph_ nllmber
317-577-5600
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11. N.rne of .nplne.rlnD fll'l'l'l
S
13. Addreall of er1iinOCl ring firm
5151 N. S
14. Name of lle...el~per
KI~.~~UNDL .LLC
'6. J>.ddl'u$ of d.".lop.r
6610 N. SHADE:r..J\ND AVE. _;~lJITE 200.
17. riming c1 cooalrUcllon (check ono of rnc JO~owing):
6~ vA1t~
~
.
..-
200. INDIANAPOLIS
IN
IANAPOLIS
o The propolJed aln$tru<::tion Q'tl'lll: watllr '~lIin will bagln on . .~d'bw completed
OIl . ...... . (C~mrtvt beslin wn:;!,ut:llUn les!l than fNfty (30) days afrer IDeM ftl~~ved r/l~ NOI.)
~ ' 1M propOPed C(ln~lrlJctlon;chadv~ wit ,.. "l.lbrnltIecl 5ePBr,t" fiom "'Is NOt at leaat ten (10) lIIor1l.lng d;;lY~ bef"t. the tlllWNtl'lr;emcnt of~ Cl:ImtrllCtlon
and wllllndud. a CQPY of lh8 il"fo'm~ti~,,, 0;" ~ fi,..t pail. Qfthl& NOI. (Cllnnot' bC9in con~tion fc!i.~ U1iIn IhJliY (30) ~y:s ~llty' lDE:M ~~d tht:'
NOJ.)
18. Fee St;hedute:
U, Nc fee.eQmptOQ l.:ncler30l7 lAC e.:J-7(11).
1M No trle for willer 1MIIl extwslon. UnCSllt' :2.600 linear f..t.
U $150 for water I\"l&In exteneions frOm 2,501 r~ 6,000 !In.lId..!.
o '$250 for water l'n;;Iin extensions' from 5ml! to 10,OQO lInelll fuel
o $500101 WOlle! IYlIlln exlenelOnS g...t., 'Pan '0.000 IinearfBlll
THE COMPUTE NOllCE;; of' INTENT ALONG WItH ALL REQUIRED FE~
NlUST BE SUBMrrTEn IlV CERTIFIED MAIL TO; .
DFdNJQt,IG WATER BRANCH
Jndlaha D.p'-11m.,. of tnYironmanlill MAna~_nl
'00 Norm Sllnae. AVllnI>> .
P.O. 8all 8015 .
tl'ldbtl'Ulpolls" Ind"'.,. .6206-601ri
~e chec;k5 payabl. w: t.D.E.M. (AQCU 3f4Q-4,..ooo.,.OODOI
lB. Clll'ti~tiO"$:
ROllPQ"aible Pl"~on:
"1 oarlifl'thllll hllva revl.wltd and uMll/'ltlllld thIS IIppllcablfl(y lJlld eligibility requinlmentA of thll ,ule and thJl the water main pTtlPDIJI.d with the SllDml8s1on
01 tnts NOI me81$ tM apPUc:lblllly 8nd ellglbl;jiy requllilml:lnts of thl&rulll, I II$D C>>l'tlty that the dCllgn and cnnatruetion of ttll$ project wJII be Pllt10trned ~n~r
mot dlreotlon Of 'I4pt'Nlelon to i\lJlure CDnfDrm~nce wlU\ ~Z7 lAC &-3 5 lInd will meelllrt lOCal t:Jes Qr\;aW1o, regUhltlonll and ClI'dinlln~. Tho Il1torT11lJtlOn lIlJbmjt1ad
1&, to the bm of nl\I knOlollledg. IInd ~lIef, trv~ .-r:etlnlle. end comptele. I am aw,Al' thll! tl1ere lire slgnl1iCllnt pen.Wes for BUbmltllnQ ialll8 Worrna1lan,lnc:ludilllil
tI'Ie po~libll;ly of r.n8 .nd imprillonmfH1t. -
E.I\gil'lIJ1 -
., tlertlty under me penalty or ,....! I"" du"jlJn oUhla proJlld will be pe*,rmed und&r my lSlrec;tlon or 5upel'!llu.ll>n to aSSure c:r:>r1form;llnce wll/'l ~211AC B.
3.5 ..nCllNtllle P!:ln5 ;lnCl Iptclllolllli wtll r~qulr" tne .con5\rIlQ\lon of "it! protect 10.te pelformed in co~formanc:.e with this rule. TIlII claliign 01lt1e propo~d
prDltlet wlU meet IlIllocilIlVle8 or taw, ".gUI,'It,na and ordinance.. TII..lnformlltitm 'vbmllled i.. to thv bo~t 01 my Mow/edge i!U1Cl belief. lflla, i",,,rale. lInd
complete. 111m IlW>>" thllt U'ler are ~llInlftcal1t ".na"1II5 for .ubmlltli1~ tal5llllnfom'l8t1on. Inoluding U1e paSS1D.'l)/ elf fine and impri$Onment..
....l;:
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SlilnalLlri of engineer
Date sigrutd 11n{)/Ish (lily, Vel,,"
/*1.- (.f. ~ '_
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fHJl<-U~-~UU 1 MUN U:;: 42 PM C!TY OF CARMEL
FAX NO. 317 571 2439
ok.
~~Ig~~ (month a".lf. y~n
Public Wale\' Syalem~
"I 08,ufy un~r tll. pen11l1y of law Ihlll I kava ;1\)rlH!d to flaml$h "'.ler t61he .t..ln 'Nhic:h tile WIller main I$pro~cI. I ackl1t>>Medge tho pUb&e water lI~rn"
responsibility lor examInIng the plan~ and IIPllc~I'lcaUons to dulermlne that the propoalld wahl' main l'I'\eallo~1 tule$ or 1_- am3 or<llnlneeo I alto lIaknowledgll
the publl~ "".I.t 5}'$tem'1I rttllpOTl1llbllll," 115 o\Jllinud In B-3.5-1 Z. 1 I'm aware that lh$~ Ire lIignlliCllnt penalllell ror suhmlllin9 lal,. InfotmatlCrl, Incluelng tne
pOll~iblli1y of fine and impriKJnrnenl."
"
Sl!Jnature of PWS o1Ylcial
J.
0l0. ~ Design Ctilori
AlturNn'v. Teclmk:al Standns (U7 lAC a-3.2.~
;21. At. any "A mallll9 T.chl1lot1l Stlllldera.'i,ro;;oM<! kl bill uMd In \hi_ prolect1
n Yea. I havlf Ilttllotled copj" oftno .ppro\~'l Wilhtho NOI. j:B> No
~tIlie WlIWS)l&lem CaFNIlllty Slatll$
ZZ, The PWS'I Dully Production Finn C;P~':t/:
A. 1'1 fifrD
MGD
B.
<f1l.ot
GPM
l 1
2.
2!. Tho PW6'$1\Y& (6) hIgh.. ~nd d'Yi'~l'I th..prevjg\l\l two (2) yaaMl:
~lInd (MGD)
I~,SJ.~I 9[)(j'
, ,T ......
/6) ~10 tJ~O
~1
ts.,f'3 . b/)o
I
1"'/' ~PO
,
3.
4.
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24. A""Tag4 of nvtl Poak DeIlY tlarn'I1C~ (PPI:') lI:.ted al)Qllo:
c.
MGD
~5. RIItlo o{PDD to pWS D-ally PfO<;1\.lCl!lon ClIl'lIeity ".:ltem 0" IlemC II.mAx 100)
D.
7/
%
-: z!'- Anl~p&led c;'UltDmef rMmand or Propo5ed W.cer ,..il1
Ftesk:lantlal Cu'tO!l'lOtll;
e. Nut'l'lber of hQme!I F. A'I$...oe Delli' D,,.,ialld timu P..klfIg Fllator (at least 0.87 gpmlhome)
OIher (COl7llIltlt'Citd ilnd fndustril21) Cu&\OmG~;..:...--..
De~criplion (fhclualng ~i7(! of (~!fllc mor..'r):
Tolall"'er~e Dali}l OarNInd ~(llell Pcllltlng f Helot (S . ~ .. F)
G. IIPlll
}{ l
A1/tII'~ Dally Demand ( lheo .SlJf"'MnKilnur,,
Dpovm;t'IJ CapbCtty' 01 don'/fl:llic: meta)
J 1
..lAne ~ ~~.__.
. 0 crPA
fz; ~ /1Tft
L- SUb Total:
I T..... c...tome, ""~.. ?' P"~'" Wo1c'-M... ..~m) · lI_ G .IM~ Hj
27. Rallo of total CUBiomc.r Dv/'l'llll't(! of Propo' :;,e Wal.r Mllin (Opt'll) IC I~ PWS Daily Producllon Film capat:lly (91'"'1)
(If em J - IlIJm 1//1""../1 HI( 100> .
~
HrK-U~-cUUl nUN UJ:42 PM CITY OF CARMEL
U
FAX NO. 317 571 2439
o
P. 04
CAPACITY CERTIFICATION/ALLOCATION LETTER
(Tbis Form Should be Filled Out in its Entirety)
APPLICANT: Kite Greyhotl1~dt L.L.C.
OWNER: Kite Greyhound, JL.L.C.
PROJECt NAME: Low(:s Home Improvement Center
I John Duffy, representin:~ the City of Carmel, in my capacity as Utility Director have the
;uthority to act on behalf cf the City of Carmel and certify that I have reviewed and understand
the sanitary collection system proposed, with the submission of this application, plarts and
specifications, meets all th;: requirements of 327 lAC 3. I certify that the daily flow generated in
the area that will be collec;Bd by the project system will not cause overflowing or bypassing in
the collection system other than NPDES authorized discharge points and that there is sufficient
capacity in receiving wate: pollution treatment/control facility to treat the additional daily flow
and remain in compliance with applicable NPDES permit effluent limitations. I certify that the
proposed average flow will. not result in hydraulic or organic overload. I certify that the proposed
collection system does no\ melude new combined sewers or a combined sewer extension to
existing combined sewers, I certify that the ability for this collection system to comply with 327
lAC 3 is not contingent or, water pollution/control facility construction that has not been
completed and put into operation. I certify that tlie project meets all local rules or laws,
regulations and ordinance~; T~e information submitted is true, accurate, and complete and to the
best of my knowledge ane beltef. I am aware that there are significant penalties for submitting
false information, includiug the possibility of fine and imprisonment.
Gallons Per Day (Total Average Flow for Project): 1900
W~\stewater Treatment ?lalIl (Name ofWWTP): Carmel Wastewater- Treatment Plant
Sewers (owners of Sew(;.'s): City of Carmel
Signing
Sig
lotdtJo
Date Signed
(Please refer to IC 13-30..6-2 for penalties of submission of false information. False certification
could result in imprisonm~nt or a fine of up to $10,000.)
, 1~ii1;u:~'~
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~?<.7~.az1[1. .
Cit~ of Carmgl
DEPARTMENT OF ENGINEERING
RECEIVED
OCT 1 9 2000
BY:
October 16,2000
Mr. Mark Settlemyre
Cornerstone Surveys
5151 North Shadeland Avenue
Suite 200
Indianapolis, IN 46200
RE: Lowe's Home Im}Jrovement Center
Dear tJr. Settlemyre:
This office has reviewed the development plans submitted for this project, and we offer the following
comments:
GENERAL INFORMA nON
1. TIle project site is located ",rithin City of Cannel Corporate Limits.
2. Jurisdictions:
. Streets and 1Qght of Way - Hamilton County Highway (146th Street), INDOT (US 431)
Water - City of Carmel
Sanitary Sewers and Stonn Sewers - City of Cannel
3. Board of Public Works and Safety Approvals:
· Water Availability Approval
· Sanitary Sewer Availability Approval
Dedication of Right of Way and Acceptarlce (if applicable)
· Any improverilent insciJ.led within the dedicated right of way
I am enclosing a schedule for Board of Public Works and Safety meeting dates and agenda deadlines
for you use. Any submission to the Board requires prior final approval by the Carmel Plan
Commission and/or Board of Zoning Appeals and completion of project review by the Technical
Advisory committee. Availability requests must be accompanied by copies of:
<I.) Notice of Intent to Construct a Water Main Extension (if applicable)
b.) Capacity Certification I Allocation Letter
A 11 written requ.ests to be placed on the Board's agenda must. include the dale (or dates) of approval
by the Flail Commission liiul10r BZA.
4. WlltCI' and Sanital')' Sewer Availabilit)' (acreage) and Connection Fees:
a) Availability (Acreage) Fees are based upon total acreage (legal description) @ $1,010.00 per
acre for \\iater and $1,365.00 per acre for sanitary sewer. It is necessary for our office to
obtain acreage oftlle entire parcel being developed in order to calculate the avail<ibilil-y fees.
.TIlis acreage should include all land, inCluding the road portion. Infrastructure improvement
construction cannot .~tart until appropriate availability fees hm..e been paid and all
requirements have been satisfied.
b) Connection Fees are based upon the average user factor tables from Section 9-35 (water) and
9-200 (sanitary) of our City Ordinance. TI1C COlinection Fees are $1,310.00 per EDU for
watcr and $795.00 per EDU for sanitary. Please provide this office with an itemized listing of
the proposed buildings indicating tJle intended use for each building.
Connection Fees will not be accepted and Building Permits will not be issued wltil:
a)' Sanitary sewers have been constructed ,md acceptable mandrellair tests have been
completed .
v'
ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2441
u
o
c) Water mains have been installed, chlorinated arid satisfactory 1st and 2nd day results obtained.
d) Storin sewers have been instaIled.
I am enclosing copies of oUI Ayetage User factors for Water and Sanitary Sewers and our current fee
schedule. 1 have also highlighted the Average User Factors that might apply to this development
5. "T.AC. ReviewlDrawings submitted for approval:
We request that all comments and comment letters generated bytIus office be answered in writing and be
accompanied by a drawing reflecting requested reviSions. . Final draWings will not be approved for
cOIistruction until all issues have been resolved. An Cannel Utilirx.i es must al~o ~~,~~~21'y~p'H'I1)~...
design engineer must certify all drawings submitted for review. .=~I[~y#;(~.,s,~m~~f
approVed drawings after all issues have been resolved. The drawmgs WI pe 'ipproved'and signed
by both the City Engineer and by the Director of Cannel Utilities. The Developer/Ovmer will receive one
(1) set which must be maintained on the construction site. Cannel Utilities will receive two (2) sets. Our
Public Works Inspector Will receive one (1) set and one (1) set will be maintained in the Department of
Engineering. If tIle Develciper/Ownerwishes more than one set to be signed, the additional sets must be
submitted with tIle five (5) required sets.
6. Please be advised that any installation of signs, walls, irrigation syStems, etc. within dedicated
easements will require a Consent to Encroach Agreement between ilie Owner and tIle City of Cannel.
nle Agreement requires Board of Public Works and Safety Approval. Installations within dedicated
City right of way requires separate Board (jfPublic Works and Safety Approval.
7. I am including copies of:
. Subdivision and Commercial Pr()ject Approval Procedures
. Performance Release Procedure
. Pennit Data, Contacts, etc.
. Commercial Pemlitting Procedures
. Street Sigtlage Requirements
I will send a copy of our Residential Subdivision and Commercial lITigation System Requirements
upon request.
8. This project will require an IDEM permit for sanitary sewers. The I. A. C. 330 will not be signed and
retumed until the Board of Public Works and Safety has approved av"ailability.
9. In addition to tIle "Holey Mo]ey" notation on the sheets, reference should be made to the fact that
Carmel Utilitjes does not subscribe to "Holey Maley" and should be contacted directly for all sanitary
sewer and water main locations.
10. Carinel Utilities will provide a separate review ofthis pr~ject.
11. All drawings subnlitted for review and approval must be certified by the design engineer.
PROJECT COMMENTS
12. Who is constructing the roadway? Please include more details of the roadway \\lith tIlese development
plans: A building permit will not be issued if tIle pr~iect does not have tIle required road frontage and
ingress/egress.
13. Our office would suggest relocating the "Overall Development Plan" towards the front of the plans
(possibly between sheet C-104 and C-200) to provide a bettcr understanding of the project before
details such as site grading and erosion control are reviewed.
14. Correct contact names and addresses are not included for INDOT or the U-S. Army Corps of Engineers
on the list of contacts.
15. Where is the I?rCiposed outlet for the detentioil ponds? l1lis is not shown on the plans. Our office will
not approve a development plan unless a suitable outlet for stormwater is verified on Ole plans.
16. Our office would assume that the retention ponds are to be wet ponds, and ule detention ponds are to
be dry. ]s tlus correct? Please include anoTIna] pool elevation in the plans for all wet ponds.
17. Hovi' do you plan on coordinatirig filling the existing pond and grading the proposed ponds? Our
department win not allow portions of the existing pond to be filled unless additional storage is being
created elsewhere. Please include phasing of the construction / filling of these ponds on the grading
plan - additional storage must be created prior 10 filling tIle existing pond.
18. What is tIle proposed future use for Phase II?
19. What is the phasing to be on the Erosion control plans? During which stage of construction wiII each
of the erosion control'plans (preliminary / final) be implemented? Please detail this on tJle plans.
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20. The development plan does not match the plan/profile sheets at structure #2L Please rllake all
necessary modifications to the plans.
21. Please include all parcel lines / property lines, as shown by the land title survey, on the overall site
development plan.
22. OUfoffice is assuming all storm sewers are to be private. Is this corred? What about structures
within/crossing the proposed road?
23. Please highlight and shoW the limits of the existing pond on the site grading plan.
24. Istlle northern drive planned to be art entrnnceonly? According to the developrnent plan, the proposed
street will not provide a median cut at tllis location. Our department would like assurance that the
design and layout of the parking lot traffic at this location will not encourage traffic attempting to exit
from a drive with this type of aligilrtlent.
25. It is difficult to determine tlle location of existing wetlands. Please show wetland boundaries on the
development plan.
26. Please copy our office on all approval / pernlits regarding drainage and/or water. (i.e. DNR, IDEM,
U.S. Army Corps, Surveyor's Office)
27. Several revisions have been written in by hand. Please lriake these revisions in a more pemlanerit
fashion.
28. Our office would reqIiest tlle ponds to be lined with clay or other suitable material.
29. Due to the complexity of this project and the number of entities involved, Our office would request a
meeting to discuss tlle above menti6ned coltJlnents and to clarify the-overall plan for tlils site. 11lis
lileetingmllY take place either before or at the time of revised plan submittal.
11le above comments are based on the Engineering Department's tlujr6ugh review. Ple.1se provide our
office with a follow up letter and revised plans, indicating allrevisions. A second review will focus only
on revised items. It is critical that our office be made awa.re of all modifications made on the plans being re-
submitted, particularly if any such changes are considered "new" or fall outside of oUr initial review. If
you have any additional questions, please feel free to cOntact Dick Hill ot me at 571-2441.
Sinwely, [7,J..-.,
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Cc: Kate Weese, City Engineer
Dick Hill, Department of Engineering
Laurence Lillig, Department of Community Services
John Duffy, Carmel Utilities
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NON-ENFORCEMENT OF DRAINAGE
EASEMENT ON INDIVIDUAL TRACTS
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STATE OF INDIANA )
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COUNTY OF HAMILTON )
BEFORE THE HA1'llL TON
COUNTYD~AGEBOARD
At the request of K...\-.. - a~ ~ I L.LC!., . The Hami/ton County Drainage Board
considered the extent of the drainage easement on' the ~~tQ,\4''Fwm'!J Drain on
parcel number ~ooooooloo4 .
The legal description for this parcel is found in Deed Record Page or instrum.e'nt
number ~~ of a 1..7 in the Hami/ton County Recorders Office. The undersigned owners of
record hereby agree and covenant with this Board that:
Neither the Hami/ton County Drainage Board nor any contractor or workman operating under
the authority of said Board will be liable for damages resulting from construction, reconstruction or
maintenance of the above named drain at said location. whether to the real estate or improvements
thereon, and said owners, their grantees and assigns do release and agree to hold the Board
harmless from any such damage. **Damages to paid by tlte land owner**
The Board will not enforce the easement beyond a distance of 10 feet from the tNsf side
ofthef1:!p ofbanjla8n$eY ?ille of the tile of the said ditch/ drain at that location. .
The Board will not object to the improvement of the said real estate at a distance be3'ond the
enforced portion of the easement.
OTHER CONDITIONS 'See. A*~ li.J-
AGREEMENT WILL BECOME EFFECTIVE UPON RECORDING.
DATED TmS ~~ DAY OF b'r~ t
PRESIDENT OF DRAINAGE BOARD
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APPLICANT
_PI\UL. W. ~(Tc5
PRINTED NAME
MEMBER OF DRAINAGE BOARD
MEMBER OF DRAINAGE BOARD
CO-APPLICANT (Owner of Land Involved)
Revised January 2000
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Non-Enforcement of Drainage Easement on Individual Tracts
Other Conditions
A. The County will never modify, clear or disturb that landscaping as is required by
Ordinance #Z-344 as adopted by the Carmel City Council.
B. The County will never modify, clear or disturb for a term of five (5) years that
landscaping as is required by IDEM Permit #2000-317-29-RRJ-A, and similarly
U.S. Army Corps of Engineers Permit #2000-1292-bac.
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l1amilton County Drainage Board
In. the matter of the \N.~.,tC,ClU F~MS
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Re:
Drain Petition
Comes now the undersigned individuals, ""ho petition the
Jlamllton County l)rail1age Board, per Ie 36-9-2"/, for the
reconstruction of the above referenced regulated drain. 'l'he
undersigned believe the following:
1. They are owners of ten percent (10\) in acreage or more of
land area alleged by the petition to be affected by the
drain.
2. That as property owners within the drainage shed, they are
qualified pe~ltio~ers.
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3. That tlley now tlesire the regulated drain be reconstructed
in c.. ~ 'rownshlp.
4. 'J'he names and address of each owner affected by the proposed
public drainage are attached hereto, made a part hereof, and
marked Exhiblt "1\", ""h1eh area of land involved in the
propo~ed dl"ainage area i~ 10~al~1 in section ~,
township -1~ north, range east, Hamilton County,
Indiana. :
5. That the proposed reoonstruction consist of tk V"C.locJ:'6~ 4
~N'\ .~ Wc,.f~~,c.\J h..v""~ 1:> ~~.- -\-~ ~V'o"fO-S 'P~c.&-\.t
~0f700Gt? loo4
6. '!'hat in the opinion of the l.'et1t10l1er, the costs, damages, and
expenses of the proposed improvement will he less than the
benefits which will result to the owners of the land to be
benefited thereby.
7. 'J'hat in the opinion of Petitioner, the Pl"oposed improvement
,will improve the llublic health, benef it a public highway, and
be of pUblic utility.
'N/A@ 'llhe' ~itJ,6ner,4:1 slull1 pw thf( cost/of nQ(:lco/' and )l11/leg.al
co ts ncl)fdin~ engineerIng e/tpensfjs if ,fhe .l'>eti~on A.s
" di mi sed.
N/A@ pmti!se~. hal) pos\( a bo,td, if! req}llred,/ to /Jay t)te cQt;t ~f
" no ioe nd all{legalt costi in' t~e ca'se th' im,sroveljent 4.s riot
i e tabl sh d.
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Printed Address
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SHEET
CSl PROJ. 00-113
~. Laurence M
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From:
Sent:
To:
Cc:
Subject:
Lillig, Laurence M
Thursday, March 29, 2001 2:06 PM
Johnson, Sue E; Pattyn, Dawn E; Morrissey, Phyllis G
Hollibaugh, Mike P; Dobosiewicz, Jon C; Hahn, Kelli A
Kite PUD - Lowe's (36-01 DP)
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Docket No. 36-01 DP has been assigned to the Development Plan application filed by Kevin D. Allen of Kite Greyhound
LLC for a Lowe's hardware store to be located at 14598 Lowes Way.
The filing fee for this petition is $1278.00.
The petitioner has been apprised of this information.
Laurence M. Lillig, Jr.
Planning & Zoning Administrator
Department of Community Services
City of Carmel
One Civic Square
Carmel, IN 46032
Phone: 317.571.2417
Fax: 317.571.2426
llillig@ci.carmel.in.us
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City of Carmel
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Carmel Clay Communications Center
31 1se AVENUE, N. w. March 6, 2001
CARMEL,lNDlANA46Q32
317/571.2580
KITE DEVELOPMENT
Attn: Kevin Allen
6610 N Shadeland
Indianapolis, Indiana 46220
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MAR 29 2001 r=-)
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Dear Kevin,
This is fonnal notification that an address and street name have been assigned to the
future Lowes Store that will be constructed in City Of Cannel. Per our conversation this
morning the new street name for the access road from 146th st across from Greyhound
Pass will be called Lowes Way. The address assigned to the Store will be 14598 Lowes
Way.
Please keep this letter as proof of address assigned to the property, you will need to show
it when applying for any type of pennit w/in the City Of Cannel. If you have any
questions or concerns feel free to contact me at the above number anytime.
S~
B ill Akers
Operations Supervisor
Cannel Clay Communications Center
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INDIVA DEPARTMENT OF ENvIRVENTAL MANAGEMENT
We make Indiana a cleaner, healthier place to live
March 16, 2001
100 North Senate Avenue
P.O. Box 6015
Indianapolis, Indiana 46206-6015
(317) 232-8603
(800) 451-6027
www.state.in.us/idem
Frank O'Bannon
Governor
Lori F. Kaplan
Commissioner
VIA CERTIFIED MAIL
7000 0520 0023 5042 9300
Kite Greyhound, LLC
6610 North Shadeland Avenue, Suite 200
Indianapolis, Indiana 46220
Dear Applicant:
Re: 327 lAC Article 3 Construction
Permit Application
Plans and Specifications for
Sanitary Sewer
Lowe's Home Improvement Center
Permit Approval No. 14380
Carmel, Indiana
Hamilton County
The application, plans and specifications, and supporting documents for the
above-referenced project have been reviewed and processed in accordance with rules adopted
under 327 lAC Article 3. Enclosed is the Construction Permit (Approval No. 14380), which
applies to the construction of the above-referenced proposed sanitary sewer system to be located
at the southwest quadrant of 146th Street and Greyhound Pass.
Please review the enclosed permit carefully and become familiar with its terms and
conditions. In addition, it is imperative that the applicant, consulting architect/engineer (AlE),
. inspector, and contractor are aware of these terms, conditions, and reporting and testing
requirements.
It should be noted that any person affected or aggrieved by the agency's decision in
authorizing the construction of the above-referenced facility may, within fifteen (15) days from
date of mailing, appeal by filing a request with the Office of Environmental Adjudication for an
adjudicatory hearing in accordance with IC 4-21.5-3-7 and IC 13-15-6. The procedure for appeal
is outlined in more detail in Part III of the attached construction permit.
Plans and specifications were prepared by Cornerstone Surveys, Inc., certified by
Mr. William D. Keller, P.E., and submitted for review on January 8, 2001, with additional
information submitted on February 22, 2001.
Recycled Paper e
An Equal Opportunity Employer
Please Rec)'c1e <}
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Any questions concerning this permit may be addressed to Mr. Willie D. Soliven, of our
staff, at 317/232-8643. Questions concerning appeal procedures should be addressed to the
Office of Environmental Adjudication, at 317/232-8591.
WDS/cd
Project No. M-13313
Enclosures
cc: Hamilton County Health Department
Hamilton County Commissioner
City of Carmel
Cornerstone Surveys, Inc.
S. E. Fenstumaker, Jr.
Tom K. Stevens
Sincerely,
~e.A~~ A. ~ <L
Kenneth A. Lee, Chief
Facility Construction Section
Office of Water Quality
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Page 1 of5
Permit Approval No. 14380
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
AUTHORIZATION FOR CONSTRUCTION OF
SANITARY SEWER SYSTEM
UNDER 327 lAC ARTICLE 3
DECISION OF APPROVAL
Kite Greyhound, LLC, in accordance with the provisions of IC 13-15 and 327 lAC
Article 3 is hereby issued a permit to construct the sanitary sewer system to be located at the
southwest quadrant of 146th Street and Greyhound Pass. The permittee is required to comply
with requirements set forth in Parts I, II and III hereof. The permit is effective pursuant to IC 4-
21.5-3-4( d). If a petition for review and a petition for stay of effectiveness are filed pursuant to
IC 13-15-6, an Environmental Law Judge may be appointed for an adjudicatory hearing. The
force and effect of any contested permit provision may be stayed at that time.
NOTICE OF EXPIRATION DATE
This permit and the authorization to initiate construction of this sanitary sewer system
shall expire at midnight April 1, 2002. In order to receive authorization to begin construction
beyond the date of expiration, the permittee shall submit such information and forms as are
required by the Indiana Department of Environmental Management at least sixty (60) days prior
to the expiration date.
Signed this 16th day of March
Environmental Management.
, 20QL, for the Indiana Department of
~~A.~
Kenneth A. Lee, Chief
Facility Construction Section
Office of Water Quality
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Page 2 of5
Permit Approval No. 14380
SANITARY SEWER SYSTEM DESCRIPTION
It is proposed to install approximately 1,306 feet of 8-inch diameter PVC, ASTM D-3034
(SDR 35) sanitary sewer to serve one commercial lot in the referenced project with an expected
total average flow of 19,000 gpd. The new sewer will be connected to an existing 27-inch
diameter sanitary sewer at Durham Drive, south side of 146lh Street.
Inspection of the new sanitary sewer during construction, maintenance after completion,
and wastewater treatment will be provided by the City of Carmel.
CONDITIONS AND LIMIT A TIONS TO THE AUTHORIZATION FOR
CONSTRUCTION OF SANITARY SEWERS
During the period beginning on the effective date of this permit and extending until the
expiration date, the permittee is authorized to construct the above described sanitary sewer
system. Such construction shall conform to all provisions of State Rule 327 lAC Article 3 and
the following specific provisions:
PART I
SPECIFIC CONDITIONS AND LIMITATIONS TO THE CONSTRUCTION PERMIT
Unless specific authorization is otherwise provided under the permit, the permittee shall
comply with the following conditions:
1. All local permits shall be obtained before construction is begun on this project.
2. If pollution or nuisance conditions are created, immediate corrective action will be
taken by the permittee.
3. Sewer to water main separation distances must comply with 327 lAC 3-6-9
separation of collection systems from water mains and drinking water wells.
4. The infiltrationlexfiltration for the subject sewer system shall not exceed 200
gallons per inch of the diameter per mile of sewer in a 24-hour period.
5. The results of the infiltrationlexfiltration test and/or force main leakage test on the
completed sewer shall be submitted to this office within three months of
completion of construction.
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Page 3 of5
Permit Approval No. 14380
6. If construction is located within a floodway, a permit may also be required from
the Department of Natural Resources prior to the start of construction. It is the
permittee's responsibility to coordinate with that agency and obtain any required
approvals if applicable. Questions may be directed to the Permit Administration
Section, Division of Water at 317/233-5635.
7. Deflection tests must be performed on all flexible* pipe after the final backfill has
been in place at least 30 days. No pipe shall exceed a vertical deflection of 5%.
Deflection test results shall be submitted with the infiltration/exfiltration test
results. (*The following are considered nonflexible pipes: vitrified clay pipe,
concrete pipe, ductile iron pipe, cast iron pipe, asbestos cement pipe.)
8. Manholes shall be air tested in accordance with ASTM C1244-93, Standard Test
Method for Concrete Sewer Manholes by the Negative Air pressure (Vacuum)
Test. The manhole test results shall be submitted with the infiltration/exfiltration
test results.
Failure to submit test results within the allotted time period or failure to meet guidelines
as set forth in the above conditions could be subject to enforcement proceedings as
provided by 327 lAC 3-5-3.
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Page 4 of5
Permit Approval No. 14380
PART II
GENERAL CONDITIONS
1. No significant or material changes in the scope of the plans or construction of this project
shall be made unless the following provisions are met:
a. Request for permit modification is made 60 days in advance of the proposed
significant or material changes in the scope of the plans or construction;
b. Submit a detailed statement of such proposed changes;
c. Submit revised plans and specifications including a revised design summary; and
d. Obtain a revised construction permit from this agency.
2. This permit may be modified, suspended, or revoked for cause including, but not limited
to the following;
a. Violation of any term or conditions of this permit:
b. Obtaining this permit by misrepresentation or failure to disclose fully all relevant
facts.
3. Nothing herein shall be construed as guaranteeing that the proposed water pollution
treatment/control facility shall meet standards, limitations or requirements ofthis or any
other agency of state or federal government, as this agency has no direct control over the
actual construction and/or operation ofthe proposed project.
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Page 5 of5
Permit Approval No. 14380
PART III
APPEALS PROCEDURE
Anyone wishing to challenge this agency's decision for authorizing the construction of
this facility may do so, provided that a petition for administrative review is filed as required by
IC 4-21.5-3-7. The petition must be submitted within fifteen (15) days of the date of mailing of
this permit notification. The petition must include facts demonstrating that you are either the
applicant, a person aggrieved or adversely affected by this decision, or otherwise entitled to
review by law. Additionally,IC 13-15-6-2 requires that your petition include:
1. The name and address of the person making the request;
2. The interest of the person making the request;
3. Identification of any persons represented by the person making the request;
4. The reasons, with particularity, for the request;
5. The issues, with particularity, proposed for consideration at the hearing; and
6. Identification ofthe permit terms and conditions which, in the judgement of the
person making the request, would be appropriate in the case in question to satisfy
the requirements of the law governing permits of the type granted or denied by the
Assistant Commissioner's action.
7. Pursuant to IC 4-21.5-3-1(f), any document serving as a petition for review or
review and stay must be filed with the Office of Environmental Adjudication.
Filing of such a document is complete on the earliest of the following dates:
a. The date on which the petition is delivered to the Office of Environmental
Adjudication, ISTA Building, 150 West Market Street, Suite 618,
Indianapolis, Indiana 46204;
b. The date of the postmark on the envelope containing the petition, ifthe
petition is mailed by United States mail; or
c. The date on which the petition is deposited with a private carrier, as shown
by a receipt issued by the carrier, if the petition is sent by private carrier.
~
~ ~'03/16/2001 B9:B9
HAMIL TON CO USDA --
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PAGE B11B1
Drainags, Erosion and SedIment Control Plan
Teclmicalo~ew and Comment
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PioJectName: Lt)""~~ A' CA~HIEL.
SublniUeCl BS':
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plail R.evie'N Proce4urc: SIte Visit pate:
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l'lan Review Date: './fl" zt1JOO
Range: 'Ie
Civil.TOWI2Ihip: ~I.AY
. . TIre ~ nivIeW and t:Q1lf1IUl1d; '" intended 10 ~alllale the. completenaS qftM t!l'MlDn trnd 1edl1tu1nt contrQl
1'IJ{nft1l::i1i4'pY.tiJei.,' 21re'f!1WIM a:nd udlmMl control plan mhmittdlWU 7IOt'rtliew4ft# 1M ~ of the
. ~~ip. #I JJ1Y1t:IIce31ncluded tn the plan, as well as those re<<Jm~"'. co1tllllGfl.r Jumld be
. eval1ll1te4 as. to tJwJr /S4flbll/IJI by Q f[UDlflied individJlal with strudrD'al pradiMI d4IJgnIId by Q tpI(IIQied engIMBl'.
: ~ p/4iJ 1ui.t t'9t -. rtvltJwed/OI' local, stalfl QT fedual permits that may he retjrdre4 If) pl'<<<<tl WIth this'
project. .A.tlilltjtlnlll~n, tnduiJlng design cO/CIlia/ions may be ~ ttJ~ ~ IM'erosion
'. nitlbtuIn1~ pIdn. .
The erosiOn and se4!meatCO_1 pIan has been reviewed BUd it lms been cieCaDiined 1bat fhe plan:
~.i. B ~tIIo..........___"'_of3Z71ACIH~S). _~1lo_
..0\' to d1~ JndiaIIa J>eparrmeo.t ofBnvironmental ManagemCu,t
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RI:Rr tv dle.comments seedon for additional information.
Does D~ ~~ the miDimum requirements and intent of 327IAC lS-S (ble 5); ~cics arc noted 'in
Gle cbecldilt and in 1bc comments $eCtlon. Deficiencies constitute potalda1 viO~OIl of the IUle BUd must
be a4equately 8dcbs8ed b' comp1l8lloe. Tbe information 11~ to sa.tis(y the deficiencies must be
'sub1Ditmd: . . Please address revisioDs to 1he reviewer.
Prope1',iinplf!1/fSlJ/4llotl oft;' tlI'Osion and .sediment control pIa" andlnspecliOMOltM COllll1'ucllon.1te by tlie
tkt1elOptll' or d~ antlllil!&8Uary to minim" off-;r;tc .tedJmenkdlon. "J'hg dewlopu Vrmd4 be mvare
thlit IIIfftiraun constrtJCtion acIMtlu anti 'Wf!Qiher cO"Qilio1f3 may t:/fed t~ JMifontlQlf/t% of Q pnzctlce or th6
eroslOll and NdiIrI4nl etmI1'Ol pkrn. 7'he pkm must bit Q jlalble document. with pravinOIU to modify or nAbstihlle
prtlCtica fU ~-
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1NDOA DEPARTMENT OF ENvIRvrnNTAL MANAGEMENT
We make Indiana a cleaner, healthier place to live
Frank O'Bannon
Governor
March 9, 200 I
1 00 North Senate Avenue
P.O. Box 6015
Indianapolis, Indiana 46206-6015
(317) 232-8603
(800) 451-6027
Lori F. Kaplan
Commissioner
~TVED
MAR 1 2 2001
Dear Storm Water General Permit Applicant:
Re: Notice of Sufficiency
Lowes Home Improvement Center BY:
Hamilton County
The Notice of Intent (NOI) letter submitted to the Indiana Department of Environmental Management
(IDEM) for the above-mentioned project is sufficient to comply with the NO! letter requirements of 327
IAC 15-5 (Rule 5). Enclosed please find a copy of Rule 5, the NPDES General Permit for Storm Water
Runoff Associated with Construction Activity. You must comply with all ofthe requirements ofthis
rule. In accordance with 327 lAC 15-,5-10, you are required to implement your Soil Erosion Control
Plan, maintain the erosion controlstructures until your project is complete, and amend your NOI as
dates or other facts are altered.
The name of this project is Lowes Home Improvement Center and is located in Hamilton County. This
name and county name should be included on any type of correspondence that is submitted to IDEM
pertaining to this project.
_ If marked with an X, please review the enclosed sheet titled "Developer's Continuing Responsibility"
and submit an amended timetable which includes home or building construction, installation of roads and
'utilities, and revegetation of cleared areas after all construction is complete.
NOTE: This Notice of Sufficiency does not constitute approyal of your Soil
.,C .
Erosion ControI.P!a.n,nordoes it slfpersedethe requirements of your local Soil
& Water COIiservation District Office (SWCD) or the Indiana Department of
Natural Resources. Questions regarding the development or implementation of
the Soil Erosion Control Plan may be directed to your county SWCD. Any
other questions regarding Rule 5 requirements may be directed to Mr. Craig
Lawson at 317/233-1864 or 800/451-6027 ext.31864.
Sincerely,
~'k~'
Reggie Baker, Jr., Chief
Pretreatment & Urban Wet Weather Section
Office of Water Quality
Enclosure
NOTE: An approved Erosion & Sediment Control (E/SC) Plan and a complete Notice of Intent are both
required for compliance with Rule 5. The following items have been received and approved by the ';
appropriate agencies: :Both . .
Y ourNOI ana Else have been received and reviewed. Upon implementation of your ElSe Plan on your
site, coverage under the general permit Rule 5 is intact.
R~c.jcl~d Papn .
An Equal Opportunity Employer
Pft'O.H' Recyclt* <)
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(8) "Site" means the entire area included in the legal description of the land on which land-disturbing
activity is to be performed.
(Water Pollution Control Board; 327 lAC 15-5-4;filedAug 31,1992,5:00 p.m.: 16 lR 23)
327 IAC 15-5-5 Additional NO! letter requirements
Authority: IC 13-1-3~; IC 13-1-3-7; IC 13-7-7; IC 13-7-10-1
Affected: IC 13-1-3; IC 13-7
Sec. 5. In addition to the NO! letter requirements under 327 IAC 15-3, the following information must be
submitted by the operator with a NO! letter under this rule:
(1) A brief description of the construction project, including, but not limited to, a statement of the total
acreage of the site.
(2) Estimated timetable for land disturbing activities and installation of erosion control measures.
(3) Statement of the number of acres to be involved in land disturbing activities.
(4) A written certification by the operator that:
(A) the erosion control measures included in the erosion control plan comply with the
requirements under sections 7 and 9 of this rule and that the plan complies with applicable state,
county, or local erosion control requirements;
(B) the erosion control measures will be implemented in accordance with the plan;
(C) verification that an appropriate state, county, or local erosion control authority and the soil and
water conservation district office have been sent a copy of the plan for review; and
(D) verification that implementation of the erosion control plan will be conducted by personnel
trained in erosion control practices.
(5) Proof of publication in a newspaper of general circulation in the affected area that notified the public .
that a construction activity under this rule is to commence.
(Water Pollution Control Board; 327 lAC 15-5-5; filed Aug 31, 1992, 5:00 p.m.: 16IR 24; errata filed Sep 10,
1992,12:00 p.m.: 16 IR 65)
327 IAC 15-5-6 Deadline for submittal of a NOI letter; additional information
Authority: IC 13-1-3-4; IC 13-1-3-7; IC 13-7-7; IC 13-7-10-1
.'\ffected: IC 13-1-3; IC 13-7
Sec. 6. All information required under 327 IAC 15-3 and section 5 of this rule shall be submitted to the
commissioner prior to the initiation ofland disturbing activities. (Water Pollution Control Board; 327 fA C 15-5-6;
filed Aug 31, 1992, 5:00p.m.: 16 IR 24)
327 IAC 15-5-7 General conditions for construction activity erosion control measures
Authority: IC 13-1-3-4; IC 13-1-3-7; IC 13-7-7; IC 13-7-10-1
Affected: IC 13-1-3; IC 13-7
Sec. 7. (a) The operator shall develop an erosion control plan in accordance with the requirements under
this section.
(b) The following requirements shall be met on all sites during the period when active land disturbing
activities occur:
(1) Sediment-laden water which otherwise would flow from the site shall be detained by erosion control
practices appropriate to minimize sedimentation in the receiving stream No storm water shall be
discharged from the site in a manner causing erosion in the receiving channel at the point of discharge.
(2) Appropriate measures shall be taken by the operator to minimize or eliminate wastes or unused building
materials, including, but not limited to, garbage, debris, cleaning wastes, wastewater, and other substances
from being carried from a site by run-off. Proper disposal or management of all wastes and unused building
materials, appropriate to the nature of the waste or material, is required.
(3) Sediment being tracked from a site onto public or private roadways shall be minimized. This can be
accomplished initially by a temporary gravel construction entrance in addition to a well-planned layout of
roads, access drives, and parking areas of sufficient Width and length, or other appropriate measures.
(4) Public or Privat~ways shall be kept cleared of accumulated sQent. Bulk clearing of accumulated
sediment shall not include flushing the area with water. Cleared sediment shall be returned to the point of
likely origin or other suitable location.
(5) All on-site storm diain inlets shall be protected against sedimentation with straw bales, filter fabric, or
equivalent barriers meeting accepted design criteria, standards, and specification for that purpose.
(6) The following items apply during the time the construction activity is taking place:
(A) Storm water drainage from adjacent areas that naturally pass through the site shall be
controlled by diverting it around disturbed areas. Alternatively, the existing channel must be
protected and/or improved to prevent erosion or sed.i.mf:ntation from occurring.
(B) Run-off from a disturbed area shall be controlled by one (1) or more of the following
measures:
(i) Except as prevented by inclement weather conditions or other circumstances beyond
the control of the operator, appropriate vegetative practices will be initiated within seven
(7) days of the last land disturbing activity at the site regulated by this rule. Appropriate
vegetative practices include, but are not limited to, seeding, sodding, mulching, covering,
or by other equivalent erosion control measures. .
(ii) The erosion control plan shall be implemented on disturbed areas within the
construction site. The plan shall include erosion control measures as appropriate, such as,
but not limited to, the following:
(M) Sediment detention basins.
(BB) Sediment control practices, such as filter strips, diversions, straw bales,
filter fences, inlet protection IDeasures, slope minimization, phased construction,
maximizing tree coverage, temporary and permanent seeding of vegetation,
mulching, and sodding.
All measures involving erosion control practices shall be designed and installed under the
guidance of a qualified professional experienced in erosion control and following the
specifications and criteria under this subsection.. All other nonengineered erosion control
measures involving vegetation should be installed according to accepted specifications
and criteria under this subsection.
(c) During the period of construction activity at a site, all erosion control measures necessary to meet the
requirements of this rule shall be maintained by the operator.
(d) All erosion control measures required to comply with this rule shall meet the design criteria, standards,
and.specifications for erosion control measures established by the department in guidance documents similar to, or
as effective as, those outlined in the Indiana Handbook for Erosion Control in Developing Areas from the division of
soil conservation, Indiana department of natural resources and' the Field Office Technical Guide from the Soil
Conservation Service. The erosion control plan shall include, but is not limited to, the following:
(1) A map of the site in adequate detail to show the site and adjacent areas, including the following:
(A) Site boundaries and adjacent lands which accurately portray the site location.
(B) Lakes, streams, channels, ditches, wetlands, and other water courses on and adjacent to the
site.
(C) One hundred (100) year floodplains, floodway fringes, and floodways.
(D) Location of the predominant soil types which may be determined by the United States
Department of Agriculture, SCS County Soil Survey, or an equivalent publication, or as
determined by a certified professional soil scientist.
(E) Location and delineation of vegetative cover such as grass, weeds, brush, and trees.
(F) Location and approximate dimensions of storm water drainage systems and natural drainage
patterns on, and immediately adjacent to, the site.
(G) Locations and approximate dimensions of utilities, structures, roads, highways, and paving.
(H) Site topography, both existing and planned, at a contour interval appropriate to indicate
drainage pattems.
(I) Potential areas where point source discharges of storm water may enter ground water, if any.
(2) A plan of fInal site conditions on the s~e scale as the existing site map showing the site changes.
(3) A site construction plan shall include, but is not limited to, .the following:
(A) Locations and approximate dimensions of all proposed land disturbing activities.
(B) Potential locations of soil stockpiles.
(C) Locations and approximate dimensions of all erosion control measures necessary to meet the
requirements of this rule.
:.
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(D) SCheduI~ the anticipated initiation and completion daQ of each land disturbing activity,
including the installation of erosion control measures needed to meet the requirements of this rule.
(E) Provisions, including a schedule, for maintenance of the erosion control measures during
construction.
(F) Where feasible, preserve vegetation that exists on the site prior to the initiation of land
disturbing activities.
(Water Pollution Control Board; 327 JAC 15-5-7;filedAug 31,1992,5:00 p.m.: 161R 24)
327 IAC 15-5-8 Project termination
Authority: IC 13-1-3-4; IC 13-1-3-7; IC 13-7-7; IC 13-7-10-1
Affected: IC 13-1-3; IC 13-7
Sec. 8. (a) The operator shall plan an orderly and timely termination of the land disturbing activities which
shall include the following:
(1) Allowing the installation of utility lines on the site, whenever practicable, prior to final land grading,
seeding, and mulching of the site.
(2) Implementing erosion control measures which are to remain on the site.
(b) The commissioner may, subsequent to tennination of a project, inspect the site to evaluate the adequacy
of the remaining erosion control measures.
(c) Maintenance of the remaining erosion control measures shall be the responsibility of the occupier of the
property after the operator has terminated land disturbing activities. (Water Pollution Control Board; 327 JAC 15-5-
8; filed Aug 31, 1992, 5:00 p.m.: 16 JR 25)
327 IAC 15-5-9 Standard conditions
Authority: IC 13-1-3-4; IC 13-1-3-7; IC 13-7-7; IC 13-7-10-1
Affected: IC 13-1-3; IC 13-7
Sec. 9. The standard conditions for NPDES general permit rules under 327 IAC 15-4 shall apply to this-
rule. (Water Pollution Control Board; 327 JAC 15-5-9;.filedAug 31,1992,5:00 p.m.: 16 IR 26) .
327 IAC 15-5-10 Inspection and enforcement
Authority: IC 13-13-5-2; IC 13-15-1-2; IC 13-15-2-1; IC 13-18-3-1; IC 13-18-3-2; IC 13-18-3-3; IC 13-18-
3-13; IC 13-18-4-1; IC 13-18-4-3
Affected: IC 13-14-10; IC 13-15-7; IC 13-18-3; IC 13-18-4; IC 13-30
Sec. 10. (a) The department or its designated representative may inspect any site involved in land
disturbing activities regulated by this role at reasonable times. The erosion control plan must be readily accessible
for review at the time of the inspection.
(b) All persons engaging in land disturbing activity on a site shall be responsible for complying with the
soil erosion control plan for that site and the provisions of this rule.
( c) The department shall investigate potential violations of this rule to determine which person may be
responsible for the violation. The department shall, if appropriate, consider public records of ownership, building
permits issued by local units of government, and other relevant information, which may include site inspections, soil
erosion control plans, notices of intent, and other information related to the specific facts and circumstances of the
potential violation. Any person causing or contributing to a violation of any provisions of this rule shall be subject to
enforcement and penalty under IC 13-14-10, IC 13-15-7, and IC 13-30.
(d) If remaining erosion control measures are not properly maintained by the person occupying or owning
the property, the department may pursue enforcement against that person for correction of deficiencies under 327
IAC 15-1-4. (Water Pollution Control Board; 327 JAC 15-5-1 0; filed Aug31, /992, 5:00 p.m.: /6 JR 26;.filed Mar
23,2000,4:15 p.m.: 231R 1912)
327 IAC 15-5-11 Notification of completion
Authority: IC 13-1-3-4; IC 13-1-3-7; IC 13-7-7;IC 13-7-10-1
Affected: IC 13-1-3; IC n.7
Sec. 11. The operator shall notify the commissioner, in writing, upon completion of the construction
activity. (Water Pollution Control Board; 327 IAC 15-5-11; filed Aug 31,1992,5:00 p.m.: 16 IR 26)
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THE DEVELOPER'S CONTINUING RESPONSIBILITY
The IndianaDepartment of Environmental Management has determined that the development
of a residential or commercial subdivision is a single construction project. The "land disturbing
activity" of the general permit includes home or building construction as well . as the public
improvements, and that the responsibility under a general permit is not complete until all homes and
other structures are fullv constructed and that there will be no further "land distUrbing activity" in
the development. Therefore, the owner or developer continues to be responsible for implementation
of the erosion control plan during home or building construction in the project. The owner or
developer should consider the ramifications of independent builders' practices which may cause a
violation of the requirements and conditions of 327 lAC 15 and the developer's general permit
thereunder. The builder and the builder's subcontractors must be made aware of the importance of
erosion control and the subdivision's erosion control plan so that the builder may comply with the
appropriate erosion control practices. The following is suggested contractual language which may
be utilized in agreements with builders and outlines the responsibility of the individual builders.
Developers should continue to monitor the erosion control practices of all contractors because they
remain primarily responsible to IDEM for compliance with their general permit under 327 lAC 15-5
(Rule 5).
Compliance with the Soil Erosion Control Plan
(a) The Developer has established and implemented an erosion control plan
pursuant to the requirements and conditions of Rule 5 of 327 lAC 15, Storm Water Run..;
Off Associated with Construction Activity. Builder acknowledges that Builder has
received a copy of the plan and agrees to take all erosion control measures contained
therein as the plan applies to "land disturbing activity" undertaken by Builder or Builder's
subcontractors, and agrees to comply with the terms of the Developer's general permit
under Rule 5 as well as all other applicable state, county or local erosion control
authorities. All erosion control measures shall be performed by personnel trained in
erosion control practices,and shall meet the design criteria, standards, and specifications
for erosion control measures established by the Indiana Department of Environmental
Management in guidance documents similar to, or as effective as, those outlined in the
Indiana Handbook for Erosion Control in Developing Areas from the Division of Soil
Conservation, Indiana Department of Natural Resources.
(b) The Builder shall indemnify and hold Developer harmless from and against all
liability, damage, loss, claims, demands and actions of any nature whatsoever which may
arise out of or are connected with, or are claimed to arise out of or connected with, any
work done by Builder, Builder's employees, agents, or subcontractors which is not in
compliance with the erosion control plan implemented by the Developer.
.,.--1
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eornerstone
. Surveys,
lnc.
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Land Title Surveys
Stake Surveys
Mortgage Surveys
Site Development
Route Surveys
Construction Staking
R/W Engineering
Subdivision Design
Project Management
5151 N. Shade/and Ave., SuIte 200
indIanapolIs, IndIana 46226
(317) 562w9700
FAX, (317) 562-9BDO
February 28,2001
Re: Lowe' sHome Improvement Center
146th Street & SR431
Carmel, Indiana
Mr. Steven T. Cash
Hamilton County Surveyors Office
One Hamilton County, Square
Noblesville, Indiana, 46060
The attached set of plans is revised per your comments received on February 14,2001.
Responses andlor actions taken are indicated below. A copy of the comment letter is attached for
reference.
1. My understanding is the site is annexed into the City of CarmeL The City Engineer's
Office has reviewed the drainage and all comments have been addressed.
2. The proposed ditch along the west side of the property is classified as an Indiana
Waterway per the Indiana Department of Management (IDEM) and is being constructed
per mitigation with IDEM. We are currently reviewing their requirements as to whether
or not this can be released as a legal drain.
3. The 2 year, 10 year and 100 year discharges are included on the summary page ofthe
Drainage Report. .
4. The proposed detention pond is sized for the developing site which includes the future
development to the south and the volume lost from the existing pond. The detention pond
DOES NOT include any discharge from the proposed county road. However, this pond could
be sized to handle this discharge if the county so wishes.
5. A calculation sheet was added to the back of the Drainage'Report and a typical cross
section is shown on the proposed plan and profile.
6. Refer to response number 2.
7. ok
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Page 2
Lowe's Home Improvement Center
8. Note is located on the erosion control sheets C-206 and C-207 stating additional erosion
control may be required during construction. .
9. ok
10. Plan and Profile sheets with cross sections were added to the construction plans. The
relocated waterway does not run all the way to Cool Creek but to an existing ditch along State
Road 431.
These plans are submitted for your review and approvaL If you have any questions or need any
additionalinformation, please notify me.
Sincerely,
#~ ~-::::
Mark Settlemyre, VP
ProjectC>perations
c; Mike Wyman, Kite Development, Inc.
Bill Keller, KES Consultants
file
..
FEB 14 '01 09:23AM
P.l/2
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Olle ,.1/IIIIIi/(tJlI GlumlY Sill/woe
:,^'ob!csl'ifl,', II/Jim/II 4l:int't1'J.:l.W
February 7, 2001
Mark Settlemyre
Cornerstone Surveys
Re: Lowe's - 146th
1 have reviewed the submittals for this project and have the following comments.
1. Is this site annexed into the City of Cannel? If so, then approval of the drainage
facilities falls under the jurisdiction of the Carmel City Engineer's Office.
2. The SurVeyor has expressed interest that the proposed ditch along the West property
1 ine to Cool Creek become a part of the Regulated Drain. The existing drainage way
currently serves as the outlet for a large watershed that ext . gmill
Road. .
3. In the
intensities in the report summary.
4. Does the proposed detention accoun o.
a. the storage volume lost from the existing pond?
b. the proposed road? How will this be handled?
These need to be verified with the drainage report. Regarding detention tor the
road, the County Commissioner:;, Town of Westfield & City of Carmel are paying
, for a study ofeool Creek becau~e of flooding problems downstream of this site.
My goal is that this problem not be compounded.
5. Please provide infonnation regarding the west ditch sizing? This ditch needs to carry
the 100 year. Show the contributing cfs for the 100 year and/or incorporate the pipe
flowing full. With this information, please provide a typical crOBS section. showing
the 100 year elevation.
6. Please show the west ditch protected by a drainage easement.
7. ok
8. Additional improvements. such as erosion control. removal of debris and
obstruction.s~ etc., may be required in the field by the Inspector where the west ditch
.
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FEB 14 '01 09:24AM
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flows to Cool Creek. Please clarify to address the west ditch outlet to Cool Creek.
Add to the ditch plans (Sheet C-901).
9. Ok
New comments based on west ditch plan (sheet C-90 1 ):
10. Sheet C-90l shows no proposed or existing topo information. Show the tope the
entire length to Cool Creek.
11. Show a profile of the west ditch from the upstream pipe to Cool Creek.
If you have any questions, please feel free to contact this office at 776"8495.
..---_,. I"'
Cc: Jon Schelling. Kite
American Consulting Engineers
Cannel City Engineer
Cannel DOCS
Co. Hwy.
SCs
Kevin Allen
Sinc$=~ly,
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Steven T. Cash
Plan Reviewer
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&ornerstone
Surveys,
lnc.
February 28,2001
Mr. Jim Haag,
City of Cannel Sewer Collection
130.lst Ave. SW
Carm~l, Indiana, 46032
u
5151 N. ShadelBnd Ave., Suite 200
Indianapolis, Indiana 46226
(311) 562-9700 .
FAX, (311) 562-9800
Re: Lowe's Home Improvement Center
I 46th Street & SR 431
Cannel, Indiana
Land Title Surveys
Stake Surveys
Mortgage Surveys
. Site Development
Route Surveys
Construction Staking
RlWEngineering
Subdivision Design
Project Management
The attached set of plans are revised per your comments received on February 16, 2001. Responses
and! or actions taken are indicated below. A copy. of the comment letter is . attached for reference.
SEWER:
I. Tee drop was added to detaiL
2. Manhole cover revised to Neenah#1642A.
These plans are submitted for your review and approvaL If you have any questions or need
any additional information, please notify me
;tj L-=
Mark Settlemyre, VP
Proj ect Oper~tions
c; Mike Wyman, Kite Development, me.
Bill Keller, KES Consultants
file
.-
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CITY OF CARMEL
~.j~___~~~Ir~~~.....~-.r:~
WATER..WASTEWATER UTILITIES 130 1ST AVE. SW" CARMEL, INDIANA4603~
(317) 571-2648 ~ FAX (317) 571-265~
2-14-2001
Cornerstone Surveys
5151 N. Shadeland Ave. Suite 200
Indianapolis, IN 46200
RE: Lowes
Dear Cornerstone Surveys:
We have reviewed the prints for the above project and have the following changes that need to be
made prior to any further construction taking place.
Sanitary Sewer:
1. You will need to use a Tee for the drop in, in the manhole instead of a 90 fitting.
2. The manhole lid and cover will need to be a Neenah #1642A.
Thank you in advance for your cooperation concerning this matter. Should you have any questions
please feel free to call our office at 571-2648.
smc~~~
Jim Haag
Carmel Sewer Collection
Supervisor
RECETVED
FEB 1 6 2001
BY:
u
u
Land Title Surveys
Stake Surveys
Mortgage Surveys
Site Development
Route Surveys
Construction Staking
R/W Engineering
Subdivision. Design
Project Management
cEornerstone
'SurveyS,
lnc.
5151 N.Shsde./and Ave., Suite 200
..Indlsnapolls, Indians 46_
(317) 562--9100
FAX, (311) 562-9800
Re: Lowe's Home Improvement Center
146th Street & SR 431 .
Carmel, Indiana
February 28,2001
Mr. John South
Hamilton County Soil & Water Conservation District
1108 S. 9th Street
Noblesville,Indiana, 46060
The attached erosion control sheets are revised per your comments during the meeting held
in our office. The marked up plans are included.
These plans are submitted for your review and approval. If you have any questions or need any
additional information, please notify me
Sincerely,
/~~~ -.
Mark Settlemyre, VP
Project Operations
xc; Mike Wyman, Kite Development, Inc.
Bill Keller, KES Consultants
file
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.'\ -
&ornerstone
Surveys,
lnc.
5151 N. Shade/and Ave., Suite 200
Indianapolis, Indiana 46226
(317) 562-9700
FAX, (317) 562-9800
Land Title Surveys
Stake Surveys .
Mortgage. Surveys
Site Development
Route Surveys
Construction Staking
R/W Engineering
Subdivision Design.
Project Management
February 28, 2001
Mr. Dick Hill .
Department of Engineering
City of Carmel
One Civic. Square
Carmel, Indiana
Re: Lowe's Home Improvement Center
146th Street &SR 431
Carmel, Indiana
The attaced set of plans is revised per your comments received on February 14, 200 1. Respons~sand or
actions taken are indicated below. A copy of the. comment letter is attached.
Items #17/#19 - Detailwas revised to DD. Iris not so much a berm but the new embankment.lthas
been hatched on the drawings. .
Item #24- I expect the IDEM permit for sanitary sewer within the week. I enclosed availability letters
for water and sewer.
Item #28 - Note islocated on sheet C-205.
. Item #29- I was informed Kevin Allen of Kite, Inc. meet with you to resolve this item.
Sheet C-403 Inverts were revised. Structure #42 was mislabeled and should be #43. Structures #20 &
#39 are to pick up a low point along the curb. This may be considered as temporary until
final roadway and additional development is built. Aprofile was added.
Sheet C-401 Y esit was a mislabeling error and I corrected.
Sheet C-500 Saddles were change to compacted aggregate. Structure #6 is part of the sanitary lateral
for Lowe's and was placed per their request. The utility comments have been addressed.
These plans are submitted for your review and approval. If you have any questions or need any
additional information,.please notify me.
S. in.cer. e.1Y. ' ... ... ~. / . .... .. .....
)14v< ~
Mark Settlemyre, VP
Project Operations
xc; Mike Wyman, Kite Development, Inc.
Bill Keller, KES. Consultants
file
~
/
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City of Carmel
DEPARTMENT OF ENGINEERING
RECEIVED
FEB 1 4 2001
BY: _,
February 12,2001
Mr. Mark Settlemyre
Cornerstone Surveys
5151 North Shadeland Avenue, Suite 200
Indianapolis, IN 46226
RE: Lowe's Home Imlu'OYCmcnt Centcr/Rcview #3
Dear Mr. Settlemyre:
We have reviewed the revised construction plans aJ1d your comment lcller of December 15. 2000. We
apologizc for the delay in responding to your Icttcr and rcvisions. We offer thc following additional
commcnts:
Itcms #17/#19 On Shect C-206 Legend, the tempor'tlry diversion ditch is identified as DO. The ditch is,
identified as OS on Shcct 2-602. Which is correct? Plcase rcvise drawings accordingly. Where is the
berm, which is referenced in Sequence #8 on Sheet C-206. located?
Item #24 We have nol received copies of approvals/permits as requested.
Item #28 Cannot find the notation regarding lining the ponds. Please highlight 011 drawing(s).
Item #29 An additional meeting with this officc/City Engineer would be helpful. particlllarly 10 discuss ollr
commcnt #12 regarding roadway plans in rclalionto this dcvelopmcnt.
OTHER ITEMS NOTED
Sheet C-403 The invcrt elevation for structures #34 & #35 on the plan view should be X 13.4(,. Why is
stl1leture #42 indicated on the profile?" Please definc the purpose of the pipe and structures bel ween
structures #20 to #39 and provide profile indicated for this nm of pipe/structures
Sh{~et C-40). Storm structure #43 is indicated on the plan view but not on the profile. It is not inclndcd on
Sheet C-202. Site Utilities. Is this simply an error?
Sheet C-500 The City of Cannel specificcllioll for pipe crossings is granular instead of concrete saddles.
Sanitary structure #6 is not indicated on the plan and profile sheet. Is tillS run or pipe and structure
intended to be privale?Has this been reviewed and approved by Carmel Utilities?
The frontage road right of way, between the Keystone Avcnlle east right of way line and the wesl properly
I ine of this development. has not been annexed. It is our understanding the frontage road right of W<IY is
under Hamilton County jurisdiction. It appears the slat us of the annexation of this st ri p of right of way
should be resolved with this devclopmel1l.
ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571.2441
..
,
.,.""' .~
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Mr. Mark Settlemyre
February 12,2001
Page 2
I would like to reiterate Board of Public Works and Safety submittals required for this project as follows:
. Water and Sanitary Sewer Availability Approval. If deviation from our Equivalent User Contribution
Multiplier Tables is to be requested, this office will require a written request to that effect. This
request must also include verification of the usage being proposed. Availability requests must also be
accompanied by copies of a) Notice ofIntent to Construct a Water Main Extension (if applicable) and
b) Capacity Certification! Allocation Letter.
. Dedication of Street and Right of Way and Acceptance (if applicable).
. Commercial Curb Cut (if applicable).
. Any improvement installed witllin dedicated right of way and/or any improvement installed within
dedicated easements.
Any suhmi...sion to the Board require.'! prior final lIpproval by the ClIrmel CIlI.!' Pltm Commi.'1.'.ion tlntVor
Board of Zoning Appeals. All written requests to he placed on the Board's agenda mu...t incllllle the date
(or dates) of approval hy the Plan Commission anti/or BZA.
Copies of various requirements, specifications, etc. were included with previous review letters. I am
enclosing a copy of the 2001 Board of Public Works and Safety meeting dates and agenda deadlines for
your use. Please adhere to Ihe Enginecring Departmcnt dcadlincs for submissions to the Board.
If you have questions, please contact Kate Weese, City Engineer or me at 571-2441.
1U4i/iJ
Dick Hill, Assistant Director
Department of Enginccring
Enclosurc
cc: M. Kate Weese, Cily Engineer
JOIlll Duffy, Cannel Utilities
Laurence Lillig. Depmtment of COlllmunity Services
Kevin Allen, Kite Greyhound LLC
S:\I'IW.mEVOI \LOWES3
.
.-
. .-
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Office of the Clerk- Trea$urer
Memorandum
Date:
December 5, 2000
TO:
BPW Members
Mayor Brainard
Judge Bardach
Department Directors
Ramona Hancock
City Council Members
Paul Reis
James Nelson
Neil Steinbart
Nick Kile
John Molitor
Judy Hagan
Deb Grisham
Tammy Haney
Erin Baker
Art Harris
Vince Robinson
Chamber of Commerce
FROM:
Diana Cordray
RE:
2001 BPW meeting dates and agenda deadlines.
Agenda deadline is 4:00 P.M. the Wednesday before the
BPW meetin~ _
*ctf D-,-^~w.~''C:.. ** E:N6\tJE::.02..\Nt., -DEl"\:OL.\Nt:=..
Meeting Deadline MeetinQ Deadline
:* crr ENG.-** -/k: elT ENG.
- ~ ~- · July 4 June 27 6/22
'} ~- ""vv. ...,
,~ July 18 July 11 7/6
'} -, ........ ...
- .., ~. . .~- August 1 July 25 7/20
........ . 'L.V
- - - . -.- August 15 Aug. 8 8/3
. ~..... .." '} ~...... .......,
March 7 Feb. 28 2/23 September 5 Aug. 29 8/24
March 21 Mar. 14 3/9 September 19 Sept. 12 9/7
April 4 (Carmel Spring Break) Mar. 28 3/23 October 3 Sept. 26 9/21
April 18 Apr. 11 4/6 October 17 Oct. 10 10/5
May2 Apr. 25 4/20 November 7 Oct. 31 1 0/26
May 16 May 9 5/4 November 21 N ov. 14 11/9
June 6 May 30 5125 December 5 Nov. 28 11 /21
June 20 June 13 6/8 December 19 Dec. 12 12/7
**-
* To be adjusted at a later date
City of Carmel - One Civic Square - Carmel - Indiana - 46032
317/571-2414 Voice - 317/571-2410 Fax
. "eR~TONE SULYEYS
. O.tl SUI NORTH SBADIlJAM) AVENiJE, SUITE - , I" It.
. C, . INDIANAPOLIS, -IN 4G228 . ~-
. PHONE: (317) 582-9700 FAX: (317) 582.9800 ·
TODA yeS DATE: Februarv 22.2001
TYPE OF SERVICE:
u.s. MAIL
AIRBORNE EXPRESS
COURIER
,
PICKED UP AT OFFICE
~
TO: FROM:
COMPANY NAME: IDEM NAME: Mark Settlemyre
ADDRESS: 100 North Senate TITLE:
Indianapolis, IN
RE:
ATTENTION: Willie D. Soliven I Project No. M-13313 I
CSI "08 # : 00-113
CONTENTS:
( 1) Copy of revised Plans
(1) Copy of Revised Application Form
( 1) Copy of Revised Potentially Affected Persons Form & Mailing Labels
COMMENTS:
A note for low pressure manhole testing was added to sheet C-SOO in the plans per your comments.
. e.RSTONE SUR11EYa
o tl" . 5151 NORTH SlLWElAND AVENUE, SUITE 200 , I" It.
CI INDIANAPOLIS, IN 46226. ~-
PHONE: (317) 562.9700 FAX: (317) 562-9808 ·
. U.S. MAIL
AIRBORNE EXPRESS
COURIER
PICKED UP AT OFFICE
~
TODA rs DATE: January 24. 2001
TYPE OF SERVICE:
TO:
FROM:
COMPANY NAME:
City of Carmel
Water-Wastewater Utilities
NAME:
TITLE:
Mark Settlemyre
Vice-President
ADDRESS:
130 1st Avenue, SW
Carmel, IN. 46032
RE:
. ATTENTION:
Paul Page
Lowe's Home Improvement Center
CSI ~OB #: 00-113
CONTENTS:
( 1) Set of Revised Construction Plans
COMMENTS:
City of Carmel Standard Details were added, 8" valve was added to 8" water line.
('-'--">
"\
'. tIeR ONE SUR. EYa .
o tl 51S1 NORm SIIADELIlND AVENUE, SUITE 2M , I " ^
Ci INDIANAPOLIS, IN 46226 ..-
PHONE: (317) 562..700 FAX: (317) 562-'800
~
.
TODATS DATE: Januarv 22.2001
TYPE OF SERVICE:
u.s. MAIL
AIRBORNE EXPRESS
COURIER
PICKED UP AT OFFICE
~
TO:
FROM:
COMPANY NAME:
Drinking Water Branch
Indiana Dept. of Environmental Mngt.
100 North Senate Avenue
Indianapolis, IN 46206-6015
NAME:
TITLE:
ADDRESS:
RE:
Mark Settlemyre
Vice-President
ATTENTION:
Lowe's Home Improvement Center
CSI ~OB #: 00-113
CONTENTS:
( 1) Set of Proposed Construction Plans
( ') Application
COMMENTS:
~
. \~!;.-
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A)-NOTICE OF INTENT rOCONSTRUCT A WATER MAIN ~XTENSION.
. . State Ferm 49008 {9-981
\ ~..--: 11 App(cNed by State EIo8nl ot A<<ounla. 19118 . . .
'~.i '.
General Constn.etlon Permit For W.~:~~~Elttensions
- 1. 111leto' projeol
. IDWE' S HOME IMPROVEMENT
3. lOcatIon Dr projea (inci/uClirrg "6aresi pI/bile iiltetS9Ctlon tltl(i mmrp.!ll qunffP.r Siler/on. Township. Range)
IOCATED IN THE SOt.l'l'HWEST QUADRANT OF THE J:NTERSECioION OF 146TH
GREYHOUND PASS IN THE N.W. 1/4,"SECI'ION 19 , 'lWWNSHIP 18N, RAN
4. Name of responsible person, title. firm
Michael P. Wyman,'Contract Manager, Kite Construction, .LLC
a.Add,.. affirm
. 6610 N Shadeland Ave., Suite 200, Indianapolis, IN 46220
7.publk:W8ler 5ys1vm (PWS)
. .
V Ie vA4.6- C i--.
". Nameof.ngltl..ring firm
CORNERSTONE
13. Address of engineering finn
5151 N. SHADELAND Pi. 200. INDIANAPOLIS IN 46226
14. Name of develcper
KITE GREYIIDUND,.LLC _..__0'" o. ~o_______
1e. Add"$$Ofd8veloper
6610 N. SHADELAND AVE. SUITE 200. INDIANAPOLIS
1 T. TIming of construction (check ono of the folloWing):
15. Telephone number of developer
1
o The propolJ8d construction of the water main will begin on and be completed
on -. (Canno! begin ~frucllon /e"5 than tl1llty (30) days after IDeM rr.lr.l'lived rhe /\/0/.)
~ > Tile propo&tlcl construction schedule will be submlttel.l seperste from thIS NOt at least ten (10) wolting dava before the ttlmmen~nt of ~ construction
and will Include a copy of the infCl,.".tion 1;1;' ttie ftl'$1 page of thO. NOI. (Cllnnor begin constror:t/on Ir:!i.~ /hc1n thirty (30) days altl:fr IDEM rocofomd the ~ .
NO/.)
18..Fee Schedule:
U No fee. elCemptecl uncler 327 lAC tHH(a).
rB No fee for water main extensions under 2,500 linear feet.
t:J $150 for water maln extensions from 2,5C1 to 5,000 IItIIUlt feel.
o - <$25D for water main elCtensions from 5001\0 10,000 linear feet.
o $600 for water main aldAn.lons ClI'$.wr titan '1 0,000 linear feel.
THE COMPLETE NOnCE OF INTeNT ALONG WITH All REQUIRED FEES
MUST BE SUBMI1TED BV CERTFlED MAil TO; .
DRINKING WATER BRANCH
J"dlana Depai1ment ar Environl118lUlll Management
100 North Senate Avenue'
P.O. Box 8015 .
Indianapalls.l~na 4120$-6015
MUec:hecks payable to: Lb.E.M. (AQc:t.f 1240-4'''DOO-'40000]
19. Cettitic:atiOl'l$:
R..ponsl!)1e Pel8Of1:
"' c:ltl1itjlthat I hlW, reviewed and understand the applicability .nd eligIbility requirements of this rule .nd Ihtt tne wa\er main proposed with the submission
of this NOI meels the app(icablllt)t and eligibility ~ulrements of thlsru/e, j also certify that the desi"n and construction of this project will be perforrnecl under
my direction or ,upervlslon to assure conformance with :\27 lAC 6-3 5 and wiD meet allltlcal riles QI" I<<~. regulations and o.dinanCo8$.The informatIOn submitted
Is. to the best of my knowledge and belief. true. accurate. end cOmplete. I am !'We;' thai there ele significant penalties for BUbmIltlng false inro""'tlClT1. Induding
the possibility of fme end imprisonment. -
fsn$llee
Engine.. .
~I oertlfy under the penalty of law t t he ,design of this projeet will be pelformed under my direction or supeF\o'lslon to aSlUre QOrlformanee with 327 lAC e-
3.5 and \hat the plans and spel:llfk:alt will require the j;Ons\ruotlon of !laid project to be perfom,ed In conformanee with this rule. The design of the proposed
project wiD meet aU local rules or law, '..gullltlons and ordlnanO&tl. The Information submllled Is. \0 the ~st of my knowledge and belief. true, ace"rate. end
complete. lam aware that ther. are signifICant penaftie$ for eubmltting fallJ8lnformation. Including the posslb81ty of fine and imprlsonm.,nt."
Signature of er'lgineer
(Continued t>n thf/ rf/verse s.ldr:.)
Date signed InlM4h, d8y. 'yo"})
/'2. (". ~
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o.veloper:'
"I certify undettne penalty of law that the c:o"atructlon ofth/$ project wl!1 be performed under my direction or supervision to asaur.ccnformanC6 with 327
lAC 8-3.5. The construction of prol'ose<l project will meet all toeal rules or 18W8, ,e9ullllions and otdlti'I'lCe$. The information IUbmllted is. to the best of my
knawleqge .Bnd belief. true. ec:curate. and complete. I am llWRIre ihat there lire significant penalties for submitting false Information, including tne possibility
olfin rid onmenl;" '
Date signed (month. day. yrmr;
. .
Public Water System:
"I certify under the pe"altyof law that I have agreed to fIImlshwllter to the .re.ln which the water main Is proposed. I acknowledge the public water sY$tetn!$
reaponslbllity for examining the plans and speclftcatlons to determine that the proposed water main Meet IOeaI tule$ or laws and ordinances I also ac:knawl8clge
the publiG Wlter system', respol15lbllllies 115 outfined in 8-3.5-12. I am aware that there are significant penalties fer submhtlng falselnfo~tlCn,lnoludlng the
possibility of fine and imprisonment." .
Signature of PWS o1ficlal
20. Prqjec:t Design Crile . .
AltBrna1ive Technicsl Standards (127 lAC 8.3.2.20)
. 21. At. any *Altetnative Tel;hnlcel StancllRlt' PIOPostlCl to be used In lhi& project?
n Yes, I hi" attached copies orthe approval with the NO!. No
Public Water System Capacity St8tus
22. The PWS's Dally Production Firm Capaelry:
A. 1'1
MGD
B.
~
GPM
23. The PWS's fIVe (5) highest demand dai' in theprevlolll two (2) yaat1l:
Oemsnd (MGO)
, .
I~
~t:J t:l
. 2.
3.
4.
f;i.
24. "vel'll;e of five Peak Dally Demal'lCl (POD) listed above:
C.
MGD
25. Ratio of'POD to PWS Dally ProdUC'Jon Capacity ". (Item D "'\ern C f IlemA x 100)
III Anticipated Customer o.mand of Proposed Water Main
O.
71
%
Other {Commercial und Industria~ Customers:
-Description (Including ~I;re of clamestic motct):
Totat Average Daily Demand time5 Peaking rector (G. ~ K F)
G. gpm
X
Residential CU$tomers;
E. Number of homes F. Av.,.ge Daily Demand times Peaking Factor (at least O.8'7'9J>mJhome)
Average 0aIIy Demand ( /htt -Safc'M1KiJrnurr
Optltcltitlg capscItY' of dott18l1/i(; meter)
II
.j1C7e ~.s
() CrPA
fJE" 11Tft.
Sub Total: H.
Tetal Customer Demand ~f Proposed Water Main (gpm) .. (110m G + ItAm HJ I.
27. Ratio or total Customer Demand of Proposed Waler Main (gpm) to the f"'WS Daily Produ'*n Firm Capaclty (gpm)
(11em J -/tom 1/ 1IP.t.tl f/1( 100} . . J.
:""6.
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#ornerstone
Surveys,
lnc..
u
Land Title SUrvtlYs ,',
Stake Surveys '
MQrtgage Surveys
Site Development'
, ,Route Surveys ' , ,
ConsttuctionStf;lking.
R/W Engineering" ,
Subdivision Design
Project Management
515t,N. Shsdelstrd Ave.. Suite 200
ladllinspplls,ladlsns 4622B
/31'7} 5B2-97()(J' '
FAX; (a17) 5B2-98lJO
December'15, 2000
'Mr. Gary Hoyt, Fire Marshall '
Fire Department Headquarters
2 Civic Square '
Cannel, Indiana, 460~2
Re: Lowe'sHomeImpr(}vement Center
146th Street & SR 431 " ,
Carmel, Indiana '
~a
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. .
The attached set of plans is revised per your comments received during the T AC meeting held on
August 16, 2000.Responsesand/(}r actions taken are indicated below. A copy of the comment. .
letter is ~ttached for reference.
1. Frre hydrant was added to the plans.
"
2. Striping/signage was added to the plans.
These plans are submitted for yow::review and approval If you' have any questions or need any
additional information, please notify me. ' '
.S;;Z; ~..
Mark'Settlemyre; VP
ProjecfOperations
..
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City'of Carmel
Fire Department Headquarters
2 CIVIC SQUARE
CARMEL, INDIANA 46032
317/571..2600
RE: Lowe's Retail Project
Mark Settlemyer
Cornerstone Surveys, Inc.
5151 North Shadeland Ave.
Indianapolis; IN 46226
LETTER OF APPROVAL
The undersigned has reviewed .the proposed plans for
Lowe's Retail Project
and has approved the plans subject to the following:
1. We are requesting that an additional fire ,hydrant be installed within 50 feet of the fire department
connection. . .
2. We are requesting signage/striping in front of the fire department connection indicating No
Parking. _
3.
4.
5.
6.
Date: AUQust10.2000
By: Gary Hoyt, Fire Marshal
Carmel Fire Department
Fire Prevention Saves Lives and Property
/
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,
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Land Title Surveys
Stake SUl1leys "
. A1o(tgage SUI1l~Ys
Site, Development'"
Route SUl1Ieys "
Construction. Staking.
R/W Engineering . . .
Subdivision Design ,
Project Management '
~,"', .
.' 5151 N. Sluidelsnd Ave.. Suits 200
. IndlsnspoJl..lndlsn,; 46226 '
". (31''7) 562-9700 . '
, FAX. (317) 562-9800
. '
. ,
December 15, 2000'
Mr. paulPace
City of Carmel Water-Wastewater Utilities "
130 1st Ave. SW . . '.'
"Carmel, Indiana, 46032
. Re: Lowe's Home.JmprovementCenter
146th street &SR 431 '" .
'Carmel, lndiana
The attached set of plans are revised per your comments received dw;ing the TAC meeting held on
August 16,.2000. Responsesandlor actions taken are indicated below. A copy ofllie comment
. letter is, attached for reference.
SEWER:
1.' . The 8-inch sewer grade was revised.
, ' .
2. Th~ concrete block is still shown on the deblil. If it becomes a problem; we will refer back to -your
comment.
3. Casting requirement was revised to 1642A.
4. Cleanouts were placed every 75 feet on the6-inchlatetallines. In discussion with
John Duffy, c1eanouts onthe 8-inch line would not be required.
WATER:" .." '. ""., ' .' ,
1.-3. Water line configUration was somewhat revised per previous submittal and may"
,require additional review.
4.'-7. Appropriate notes have been added.
,5. A note requiring theas-builts has been added to the plans.
, '
These plans are submitted for yourreviewa.nd approval. Ifyouhavea.ny questions or need
any additional information, please notify me . '
Sincerely,
IIIJ~ --
. " ..'
:.
Mark Settlemyre, VP .'
Project Operations
,..-,,,,1 ,
.'
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Land Title Surveys
Stake Sul'vsys ','
, Mortgage, Surveys
, Site Development .
Route Surveys',
Construction Sttlking
WW Engineering
Subdivision Design
,Project Management
.. J,"
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, ' -
.~ornerstone -
Surveys, .
. lnc.
5151 N.Sh,;de/and Ave., Suite 200
Ind/anapolls,lnd/aha 46226 -
{317} 662-9700
FAX. (317) 562.o9BOO
December 15;2000
Mr. Craig Parks'
Department of Engineering
One CiviC Square '
Caimel,Jndiana, 46032
Re: ., Lowe's lIome Iffiprovemeilt Center '
146~ Street &' SR 431 ' " ,
Cannel, Indiana
"" '.' ," ":'" ",... ."" ' '
The attached ,s~t'of plans are revised per your comments received during theTACmeeting held
on August 16, 2000. Responses and/or actions taken are indicated below. A copy of theco1lllllent
letter is attached for reference. - - - - · '
Items 1-11 were generalinfonnation'and needed no response.
, '
12. The building of the roadway.adjoining the Lowe's developme.nt is a joint venture
"between theCotinty :Highway Dep~ent ,and the Indiana DepartmeIlt or Transportation'
(INDOT). A set of preliminary construction plans as submittedtolNDOTfor approval is
included with this submittal. -
, -
13. Overall Development Plan was relocated per your request.
'14. Contact names were added.
- - -
15. Proposed outlets for the detentionlretentionponds are shoWn on the storm sewer plan and
profile sheets. The existing outlet pipe for the Danbuiy Estates pond wiUremain as outlet.
16. Yes, retention ponds are to be wet and detention ponds are to be dry. N onnalpool arid
1 OO-year .elevations are indicated. ,- ,
- '
- --
17. A more -detailed. Sequence of Construction was prepared on the erosion control plans
, indicating pond excavation', and filling procedure. .
18. - Phase IT is.planned to be retail development.. ,
19. A more detailed Sequence of Construction was prepared on the erosion control plans
indicating pond exc~vation aQ,d filling procedure. ' '
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Page 2
Lowe's Home Improvement Center
20. Development plan was revised, to match plan and profJ.le sheets.
21. The entire property is now owned by a single entity. It was feltthat keepingtheselineson '.
. the plans would unnecessarily add to 'the "confusion" of the sheet.
22. The 48-inch pipe crossing the roadway from Pond 2 to the Danbury Estates pond will
carry private stormwater discharge only. The 15-inch pipe crossing the roadway from the
parking lot to the east ditch along the roadway will carry private stormwater discharge
, only. Drainage easement was created prior to grant of right of way. '
23. All of th~ existing pond is shown on the overall grading plan.
24. The drive is entrance only. "Do NotEnter" signage was added and the configuration of
the entrance hinders traffic from using it as an exit.
25. The wetland boundary area is located in the road portion of the project and not site
development portion.
26. Copies of requested permit approvals will be forwarded to your office when received.
27. Hand revisions have been corrected on revised plans.
28. Wet ponds were noted to be lined with clay soil.
29. A meeting has been held.
These plans are submitted for your review and approval. If you have any questions or need any
additional information, please notify me . .
Sincerely,
JM/ /1 ~
I /I!~ t/ ~ ... . ""-~- _.~.:._'
Mark Settlemyre, VP
Project Operations
u
City of Carmel
v
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"
October 16, 2000
DEPARTMENT OF ENGINEERING
10 11
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~t~ ?~ 1~~\
uOCS
Mr. Mark Settlemyre
Cornerstone Surveys
5151 North Shadeland Avenue
Suite 200
Indianapolis, IN 46200
RECEIVEr
OCT 1 9 2000
BY.
.=
RE: Lowe's Home Improvement Center
Dear Mr. Settlemyre:
This office has reviewed tile development plans submitted for tIlis project, and we offer the following
comments:
GENERAL INFORMATION
1. The project site is located Witllin City of Cannel Corporate Limits.
2. Jurisdictions:
· Streets and Right of Way -Hamilton Comity Highway (146th Street), INDOT (US 431)
· Water - City of Cannel
· Sanitary Sewers and Stom1 Sewers - City of Carmel
3. Board of Public Works and Safety Al)provals:
· Water Availability Approval
· Sanitary Sewer Availability Approval
· Dedication of Right of Way and Acceptance (if applicable)
· Any improvement installed witllin the dedicated right of way
I am enclosing a schedule for Board of Public Works and Safety meeting dates and agenda deadlines
for you lise. Any submission to tile Board requires prior final approval by the Cannel Plan
Comnlission and/or Board of Zoning Appeals and completion of project review by the Technical
Advisory committee. Availability requests must be accompanied by copies of:
a.) Notice of Intent to Construct a Water Main Extension (if applicable)
b.) Capacity Certification IAllocation Letter
All written request.<; to be placed on the Board's agenda mu!>t include the date (or dates) of approval
by the Plan C.,mmissi(}n ami/lIr BZA.
4. Watc.' and Sanitar)' Scwer Anilability (acreagc) and Connection Fees:
a) Availability (Acreage) Fees are based upon total.acreage (legal description) @ $1,010.00 per
acre for water and $1,365.00 per acre for sanitary sewer. It is necesSary for our office to
obtain acreage of the entire parcel being developed in order to calculate the availability fees.
This acreage should include all land, including the road portion. Infrastructure improvement
construction cannot start until appropriate availabilityfees have been paid and all
requirements have been satisfied.
b) Connection Fees are based upon the average user factor tables from Section 9-35 (water) and
9-200 (sanitary) of our City Ordinance. The Connection Fees are $1,310.00 per EDU for
water and $795.00 per EDU for sanitary. Please provide tIlis offiee With an itemized listing of
the proposed buildings indicating tile intended use for each building.
Connection Fees willllot be accepted and Building Permits will not be issued wltil:
a) Sanitary sewers have been constructed and acceptable mandrel/air tests have been
completed
ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2441
-----------~-
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c) Water mains have been installed, chlorinated and satisfactory 1st and 2nd day results obtained.
d) Storm sewers have been installed.
I am enclosing copies of our Average User Factors for Water and Sanitary Sewers aiid our current fee
schedule. I have also highlighted the Average User Factors that might apply to this development.
5. T.A.C. Review/Drawings submitted for apllroval:
We request that all comments and COmlTIent letters generated by this office be answered in writing and be
accompanied by a drawing reflecting requested revisions. Final drawings will not be approved for
construction until all issues have been resolved. All Cannel Utili . ues must also be r I
design engineer must certify all drawings submitted for review.
approved drawings after all issues have been resolved. The drawmgs pe approv an SIgned
by both the City Engineer and by the Director of Cannel Utilities. The Developer/Owner will receive one
(1) set which must be maintained on the construction site. Cannel Utilities will receive two (2) sets. Our
Public Works Inspector will receive one (1) set and one (1) set will be maintained in the Department of
Engineering. If the Developer/Owner wishes more than one set to be signed, the additional sets must be
submitted with the five (5) required sets.
6. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated
easements will require a Consent to Encroach Agreement between the Owner and the City of Carmel.
The Agreement requires Board of Public Works and Safety Approval. Installations within dedicated
City right of way requires separate Board of Public Works and Safety Approval.
7. I am including copies of:
. Subdivision and COllunercial Project Approval Procedures
. Performance Release Procedure
. Pennit Data, Contacts, etc.
. Commercial Permitting Procedures
. Street Signage Requirements
I will send a copy of our Residential Subdivision and Commercial Irrigation System Requirements
upon request.
8. This project will require an IDEM pennit for sanitary sewers. The LA.C. 330 will not be signed and
returned until the Board of Public Works and Safety has approved availability.
9. In addition to the "Holey Moley" notation on the sheets, reference should be made to the fact that
Carmel Utilities does not subscribe to "Holey Moley" and should be contacted directly for all sanitary
sewer and water main locations.
10. Carinel Utilities will provide a separate review of this project.
11, All drawings submitted for review and approval must be certified by the design engineer.
PROJECT COMMENTS
12. Who is constructing tlle roadway? Please include more details of the roadway with these development
plans. A building pennit will not be issued if the project does not have the required road frontage and
ingress/egress.
] 3. Our office would suggest relocating the "OVerall Development Plan" towards tlle front of the plans
(possibly between sheet C-I04 and C-200) to provide a better understanding of the project before
details such as site grading and erosion control are reviewed.
14. Correct contact names and addresses are not included for INDOT or the U.S. Army Corps of Engineers
on the list of contacts.
15. Where is the proposed outIet for the detention ponds? This is not shown on tile plans. Our office will
not approve a development plan unless a suitable outlet for stonnwater is verified on the plans.
16. Our office would assume that the retention ponds are to be wet ponds, and the detention ponds are to
be dry. Is this correct? Please include a nonnal pool elevation in tlle plans for aU wet ponds.
17. How do you plan on coordinating filling the existing pond and grading the proposed ponds? OUT
department will not allow portions of the existing pond to be filled unless additional storage is being
created elsewhere. Please include phasing of the construction / filling of these ponds on the grading
plan - additional storage must be created prior to filling the existing pond.
18. What is the proposed future use for Phase II? -
19. What is the phasing to be on the Erosion control plans? During which stage of construction will each
of the erosion control plans (preliminary / final) be implemented? Please detail this on tlle plans.
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20. The development plan does not match the plan/profile sheets at structure #21. Please make all
necessary modifications to the plans.
21. Please include all parcel lines / property lines, as shown by the land titIe survey, on the overall site
development plan.
22. Our office is assuming all stonn sewers are to be private. Is tllls correct? What about structures
within/crossing the proposed road?
23. Please highlight and show the limits of the existing po.nd on the site grading plan. \
24. Is tile northern drive planned to. be an entrance only? According to the development plan, tile proposed
street will not provide a median cut at this location. Our department would like assurance that the
design and layout of tile parking lot traffic at this location will not encourage traffic attempting to exit
from a drive with this type of alignment.
25. It is difficult to detennine the location of existing wetlands. Please show wetland boundaries on the
development plan.
26. Please copy our office on all approval / permits regarding drainage and/or water. (i.e. DNR, IDEM,
U.S. Army Corps, Surveyor's Office)
27. Several revisions have been written in by hand. Please make tIlcse revisions in a more permanent
fashion.
28. Our office would request tile ponds to. be lined WitIl clay ar otIler suitable material.
29. Due to. the camplexity af this project and tile number af entities invalved, aur office would request a
meeting to discuss the abave mentianed camments and to. clarify the averall plan far this site. This
meeting may take place eitller before ar at the time of revised plan submittal. .
The above camments are based on tlle Engineering Department's tIlOrough review. Please provide our
affice with a fallow up letter and revised plans, indicating all revisio.ns. A second review will focus only
on revised items. It is critical that our office be made aware of all modifications made on the plaIis being re-
submitted, particularly if any such changes are considered "new" or fall outside of our initial review. If
you have any additianal questians, please feel free to cantact Dick Hill or me at 571-2441.
Sin=ely, [7JL--
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Cc: Kate Weese, City Engineer
Dick Hill, Department af Engineering
Laurence Lillig, Department af Cammunity Services
Jahn Duffy, Cannel Utilities
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~ornerstone
Surveys,
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Land l7tle Surveys '
Stake Surveys
MortgagfJ Surveys
Site D$velopment
Route Surveys ",
Construction Staking
R/W Engineering "
Subdivision Design ,
Project Management
5151N. $h8de/and Ave.. Suits 200
indianapolis, Indiana 46226
(317) 562-!i7lJO
, F~ (317) 562-9800
Re: Lowe's Home Improvement Center
146th Street & SR431 ' ,
Carmel, Indiana
December 15, 2000
Mr. Steven T. Cash
Hamilton CountY Surveyors Office
One Hamilton County Square
Noblesville, Indiana, 46060
~ , '
. The attached 'set of plans is revised per your- comments, received during the T AC meeting held on
'August 16,2000. Responses and/or actions taken are indicated below. A copy 6fthe comment
letter is attached for reference. " .'
1. Per Lawrence Lillig of the Planning Department, the County is doing a TIFdistrict on
this land. Comments regarding'drainage from~e City Engineer's Office are being
addressed.
2. The proposed ditch along the west side of the property is classified' as an Indiana
Waterway. Mitigation and design for this ditch is being conducted by Mr. Bob Hittle of
American Consulting, Inc. The mitigation plan is included in the construction p~ans.
3. Various discharge rates will be supplied to your office.
4. The proposed detention accounts for volume loss of existing pond. An Indiana Waterway
is being designed to run along the east side of the proposed roadway to Cool Creek; -
Runof(from the proposed roadway will not enter the detentionlretentionponds.
. "
5. The waterway along the west property line is being ,constructed to channel discharge from
existing pipe stIUcture~ at the northwest comer of the development'to Cool Creek. No
discharge from the propos.ed development is being outletted into this Channel. See
Comment 2 for design information.
6. Iwill follow up with Bob Hittle about easement. Since it is an Indiana Waterway and pan
, of the mitigation with DNR, I believe it maybe protected without an easement.
7. Note was added.
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Page 2 .
Lowe's Home Improvement Center
8. Noted in erosion control maintenance.
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9. Elevations were added.
These plans are submitted for your review and . approval. If you have any questions or need any
additional information, please notify me.
Sincerely,
4,d/~.-
Mark Settlemyre~ VP
Project Operations
.. ,
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OCT 13 'ee 04:33PM
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Octo ber 13, 2000
Mark Settlemyre
Cornerstone Surveys
Re: Lowe's -146th
I have reviewed the plans for this project and have the following comments.
, ,
1. rs this site annexed into the City of Carmel? Ii so, then approval of the drainage
facilities falls under the jurisdiction of the Carmel City Engineer's Office.
2. The Surveyor has expressed interest that the proposed ditch along the West property
line to Cool Creek become a part of the Regulated'Drain. The existing drainage: way
currently serves as the outlet for a ~ge watershed that extends west to Springmill
Road. Please call me if you need 8 petition fQnn.
3. In. the drainage report, please include the discharge rates for the various storm
intensities in the report summary.
4. Does the proposed detention account for:
a.' the storage volume lost from the existing pond?
b. the proposed road'? How will this be handled?
5, Please provide information regarding the west ditch sizing? This ditch needs to carry
the 100 year. show the contributing cfs for the tOO year and/or incorporate the pipe
flowing full. With this information, plea.'ie provide a typic8J. cross section showing
the 100 year elevation.
6. Please show the west ditch, proteCted by a drainage easement.
7. Add fA note to sheet C-206 & C..207: "Ad.ditional erosion control measures may be
required in the fiel4 by the Inspector as cOnditions warrant."
8. Additional improvements, such as erosion oontrol, removable of debris and
obstructions, etc., may be required in the field by the Inspector where the west ditch
flows to Cool Creek. .
9. r recommend that thenonnal pool and 100 year elevation be shown on the detention
areas where applicable.
~
OCT 13 '00 04:33PM
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If you have any questionst please feel :tree to oontact this office at 776-8495.
Cc: . Jon Schelling. Kite
American Consulting Engineers
Carmel City Engineer
Carmel DOCS
Co. Hwy.
SCS
Steven T. Cash
Plan Reviewer
P.2/2
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.~ornerstone
. ..Slri'c~Y$1
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Land 1it/~ Surveys
'Stake Surveys
Mortgage Surveys
Site Development
Route Surveys .
Construction Staking
: R/W Engineering .
Subdivision Design
Project Management
.5151 N. Shade/and Av&, Suite 200
Indianapolis, It'ldlliha 46226 '
(317) 562-9700 .
~ (317) 562.;sBOO
December 15, 2000
Mr; JOM South.. . '.
Hamilton County Soil & Water Conservation District
1108 S. 9th Street . ".
Noblesville; Indiana,' 46060
Re: Lowe's Home Improvement Center ' .
146th Street & SR 431 .
Carmel, Indiana
The attached set of plans are revised per your comments received during the T AC meeting held on
August 16, 2000. Responses and/or actions taken are indicated below. A copy of the comment
letter is attached for reference. -
.' ,The waterway along the west property line is being constructed to channel discharge from
existing pipe .structures at the northwest comer of the development to Cool Creek. No discharge
from the proposed development is being outlette4 into this channel. Mitigations and design of
the west and east waterways are being conducted by Mr. Bob Hittle of American Consulting '" .
Engineers. His mitigation plans are iI!c1uded in our construction plans.
. A proposed pipe will be placed under the proposed: roadway to channel discharge from the
existing sewers.to the east waterway channel. A temporary pipe shall be placed under the.
construction entrance'as shown on the erosion control plans.
. Temporary construction entrance is now shown on erosion control plans. ,
. Mr. :Hittle is filing the necessary pennits to fill Danbury Estates pond.
. Pipes have been disconnected and the separation is indicated'in the plan 'and profile sheets.
. Erosion control plans have been re-worked per your request.
. A more precise sequence of construction has been added. to the erosion control plans
indicating seeding procedures.
These plans are subrhitted for your review and approval. If you haveariy questions or need any
additional information, please notify me
sincerely,m~ # =-c
Mark SettlemYre; VP
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~ornersto"e
Surveys,
lnc.
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Land Title Surveys'
,'StakeSurveys ' .
Mortgage Surveys'
Site Development, "
Route Surveys , '
Construction Staking
.' : R/W Engineering
Subfiivision Design .
Project Management
5151 N. Shade/and Av&r Sulte2DO
IndianaPolis, IndlBi'l8 46226
(317) 562-9700
FAX. (317) 562-9800
December 15,2000
Re: Lowe's Home Improvement Center
'146th'Street & US. 431 '
Carmel, Indiana
Mr. Scott Brewer
, Urban Forester
, Carmel Department of Community Services
, One Civic Square' .
Carmel Indiana, 46032
The attached set of plans are revised per comments received during theTAC meeting held on
August16, 2000. These plans are submitted for your review and approval.
, ,.
With this submittal we would also like to ask for two variance~ from the originalPtn:? Z.;.344
landscaping plans. 'As you know from discussions with Mr. Bob Hittle at American ' '
Consulting Engineers, we are constructing an Indiana Waterway between the west ~ide of the
proposed development and State Road 431. As part of the mitigation requirements with DNR,
we are required to plant thirty to forty more trees in the waterway than was required in the
approved landscaping plan. Therefore we ask that the trees and plantings to be planted in the
" waterway be considered as fulfilling the landscaping requirement for the westside of the
project~
The second variance request comes more from Mr. Jim Neal of the Coui:1tyHighway ,
Department. Mr. Neal indicated he would prefer that no trees be planted near the existing ,
. retaining wall system aiong the south side of 146th Street and the north side of our site. Weare
requesting that the tree planting for the north side of our site begin 20 feet east of the west end.
of said retaining walls. .
If you have any questions or need any additional information, please notify me.
Sincerely~.
;1t.I. ~.
'Mark Settlemyre, VP
Project Operations
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
. -
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
DIn:
TO:
September 6, 2000
Hamilton County Surveyor Office
One Hamilton Square, Suite 146
Hamilton County Judicial Center
Noblesville, IN 46060
Inti:
Steve Cash.
FROM:
RE:
CSIJOB#:
Mark Settlemyre
Lowes @ 146th Street
00-113
comm:
(1) Set of Revised Construction Plans
(1) Set of Drainage Calculations
COIMEm:
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
.IE:
TO:
September 6, 2000
Dept. of Engineering
One Civic Square
Carmel, IN 46032
AnN:
Dick Hill/Craig Parks
FBOM:
BE:
CSII08#:
Mark Settlemyre
Lowes @ 146th Street
00-113
comm:
(1) Set of Revised Construction Plans
(1) Set of Drainage Calculations
CDMIEm:
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
"
DIR:
TO:
September 5, 2000
Hamilton County Soil &. Water Conser.
925 Division Street
Noblesville, IN 46060
1m:
John South
FROM:
RE:
CSIIOB #:
Mark Settlemyre
Lowes @ 146th Street
00-113
comm:
(1) Set of Revised Construction Plans
(1) Set of Drainage Calculations
COMMEm:
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317)562-9700 FAX: (317)562-9800
. DlTE:
TO:
August 28, 2000
Hamilton County Surveyor Office
One Hamilton Square, Suite 146
Hamilton County Judicial Center
Noblesville, IN 46060
1m:
Steve Cash
. FBOM:
HE:
CSUOB #:
Mark Settlemyre
Lowes @ 146th Street
00-113
comm:
(1) Set of Revised Construction Plans
(1) Set of Revised Drainage Calculations
COMMEITS:
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
DATE:
TO:
August 28, 2000
Dept. of Engineering
One Civic Square
Carmel, IN 46032
Am:
Dick Hill/Craig Parks
FROM:
BE:
CSIJOB#:
Mark Settlemyre
Lowes @ 146th Street
00-113
comm:
(1) Set of Revised Construction Plans
(1) Set of Revised Drainage Calculations
COMIEm:
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Dwane. Myers
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'''l_#:
Mark S1dtiIemYf'e
Lewes PFGjed @ 146th street Ie. U.S. 31 '
....113
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(1) Tepegraphy PriRt wlpr.,eseGl C8AtiOUrs
-= As perewr phene conversation.n 7111, here is the Gratili... Tie-i'" @
sea'e alW.
"l._e review and' sUfJP'ly me wilh a tetn.-_ary f.ence re",.vat permit.
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RECEIVED
FEB 28 2001.
DOCS
OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELANDA VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (817)562-9700 FAX: (817)562-9800
Din:
August 2, 2000
TD:
Department of Community Services
One Civic Square
Carmel, IN 46032
Ami:
Laurence LiUig
FROM:
RE:
CSIIOB #:
Mark Settlemyre
US 31 @ 146th Street - Lowe's Project
00-113
comm:
(1) Copy of ALTA/ACSM Survey Sheet 2
(1) Copy of Topographic Survey
COMMEm: One and/or both of these sheets were inadvertently left out of the
Lowe's Construction Plans submitted on 8/1/00.
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE:, (317)562-9700 FAX: (317)562-9800
,
DATE: '
TO:
August 2, 2000
Department of Engineering
One Civic Square
Carmel, IN 46032
Am:
Dick Hill/ Craig Parks
FROM:
RE:
CSIIOB #:
Mark Settlemyre
US 31 @ 146th Street - Lowe's Project
00-113
COIlTEm:
(1) Copy of ALTA/ACSM Survey Sheet 2
(1) Copy of Topographic Survey
CO.MEITS: One and/or both of these sheets were inadvertently left out of the
Lowe's Construction Plans submitted on 8/1/00.
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
.IE:
July 28, 2000
TO:
Dept. of Community Services
One Civic Square
Carmel, IN 46032
InN:
Laurence Lillig
FROM:
IE:
CSIIOB #:
Mark Settlemyre ~
Lowe's Project on US 31 @ 146th Street
00-113
comm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
(1) Set of Drainage Calculations
COMMEm: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (817) 562-9700 FAX: (817) 562-9800
DAft:
July 28, 2000
TO:
Carmel City Utilities
130 First Avneue SW
Carmel, IN 46032
1m:
Paul Pace/John Duffy
FROM:
RE:
CIIIOB #:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
CONTEm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
COMIEm: These plans are submitted for your review, comments and/ or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
u
(j
. i
OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
DAR:
July 28, 2000
TO:
Jones a. Henry
2420 N. Coliseum Blvd., Suite 214
Ft. Wayne, IN 46805
Am:
Brian Houghton
FROM:
RE:
CSIIOB #:
Mark Settlemyre
Lowe's Project onUS 31 @ 146th Street
00-113
comlTS:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
COIIEm: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
ii'
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317/562-9700 FAX: (317) 562-9800
DATE :
TO:
July 28, 2000
Dept. Of Engineering
One Civic Square
Carmel, IN 46032
Anti:
Dick Hill/Craig Parks
nOM:
IE:
CSIIOB # :
Mark Settlemyre
Lowe's Project on US 31 @ 146th Str~et
00-113
CONTEm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
(1) Set of Drainage Calculations
COM.EIITS: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisoiy Committee Meeting.
Thank you.
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VE
PHONE: (817) 562-9700
IAft:
TO:
July 28, 2000
Hamilton County Engineering/
Hamilton County Highway
1717 East Pleasant Street
Noblesville, IN 46060
1m:
Steve Broermann
FROM:
IE:
CIIIOB #:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
comm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
(1) Set of Drainage Calculations
COMMEm: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
! .
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OORNERSTONE SURVEYS, INi
.5151 NORTH SHADELAND A VE
INDIANAPOLIS, INDIANA 4622
PHONE: (817)562-9700 FAX: (817).56.
DAR:
TO:
1m:
July 28, 2000
Indiana Gas Company
P.O. Box 1700
Noblesville, IN 46060
Chuck Shupperd/Jim Scott
FIlM:
BE:
CSIIOB #:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
CINTENTS:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
CIMMEm: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (817)562-9700 FAX: (817)562-9800
DATE:
July 28, 2000
TO:
PSI
1441 South Guilford
Carmel, IN 46032
Inl:
Larry Castetter IDeanGroves
FBOM:
BE:
CSIIOB #:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
comm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
COMMEm: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
. Thank you.
o
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317}562-9700 FAX: (317) 562-9800
DATE:
July 28, 2000
TO:
Carmel/Clay Parks Department
1055 Third Avenue SW
Carmel, IN 46032
Am:
John Lester
FROM:
BE:
CSIIOB #:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
comm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344 .
COMMEm: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
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RECEIVED
FEB 28 2001
DOCS
OORNERSTONE SURVEYS, INO.
.5.15.1 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (3.17) 562-9700 FAX: (3.17) 562..9800
DATE :
July 28, 2000
TO:
Hamilton County Health Dept.
Hamilton County Judicial Center, Suite 30
Noblesville, IN 46060-2229
Am:
Barry McNulty
FROM:
BE:
CSIIOB#:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
comm:
(1) Setof Construction Plans
(1) Copy of Ordinance No. Z-344
COMMEm: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
';
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
DATE:
July 28, 2000
TI:
Office of Police Chief
Three Civic Square
Carmel, IN 46032
Am:
Michael Fogarty
FIOM:
IE:
CSIJOB#:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
comm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
COMMENTS: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
.
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
DATE :
TO:
July 28, 2000
Carmel/Clay Schools
5201 East 131 st Street
Carmel, IN 46033
1m:
Ron Farrand
FROM:
RE:
CSIIOB #:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
CONTENTS:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
COMMEm: These plans are submitted for your review, comments and/ or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
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RECEIVED
FEB 28 2001
DOCS
OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
DAft:
July 28, 2000
TO:
Carmel Communications
31 First Avenue NW
Carmel, IN 46032
1m:
Bill Akers
FROM:
BE:
CSIJIB#:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
ClllEm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
COMMEm: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
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~OCS ~
OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317)562-9800
.
DATE :
TI:
July 28,2000
Office of Fire Chief, Fire Station #1
Two Civic Square
Carmel, IN 46032
ATTII:
,
Gary Hoyt
FROM:
RE:
CSIJOB#:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
eomm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
eOMMBITS: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
o
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.oOCJ' ~
OORNERSTONE SURVEYS,INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317)562-9700 FAX: (317)562-9800
DATE :
TO:
July 28, 2000
Hamilton County Local Emergency Planning Committee
18100 Cumberland Road
Noblesville, IN 46060-1624
1m:
Robert Hendricks
FROM:
HE:
CSUIB #:
Mark Settlemyre
Lowe's Project on US 31 @.146th Street
00-113
comm:
(1) Set of Construction Plans
(1) Copy of Ordinance No.Z-344
COMMEm: These plans are submitted for your review, comments and! or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
"
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OORNERSTONE SURVEYS, INC.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
DATE: July 28, 2000
,
TO: Panhandle Eastern Pipeline Company
P.O. Box 38 ,
Zionsville, IN 46077
Am: Sharon Prater ,
I
I
FBOM: Mark Settlemyre
BE: Lowe's Project on US 31 @ 146th Street
CSIJOB#: 00-113
I
comm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
COMIEm:
I
These plans are submitted for your review, comments and! or approval.
We are asking to be added to the Schedule for the August 17th . I
Technical Advisory Committee Meeting. I
Thank you.
"
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317)562-9700 FAX:.(317) 562-9800
DATE:
July 28, 2000
TI:
Ameritech
5858 North College Avenue
Indianapolis, IN 46220
Am:
Jeff Rice
.
FROM: Mark Settlemyre
RE: Lowe's Project on US 31 @ 146th Street
CSIJOB#: 00-113
comm: (1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344 I
COMMEm: These plans are submitted for your review, comments andl or approva~.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
"
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317).562-9700 FAX: (317) 562-9800
DAR: July 28, 2000
TO: Indiana Gas Company
P.O. Box 1700
Noblesville, IN 46060
Am: Mary Shultz
FRIM: Mark Settlemyre
BE: Lowe's Project on US 31 @ 146th Street
CSIJIB#: 00-113
comm: (1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
CIMMENTS: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August. 17th
Technical Advisory Committee Meeting.
Thank you.
. .
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GORNERSTO~ SURVEYS~ INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS~ INDIANA 46226
PHONE: (917) 562-9700 FAX: (817) 562-9800
DITE:
TO:
1m:
July 28, 2000
Indianapolis ,Power &. Light Company
3600 N. Arlington Avenue
Indianapolis,"IN 46218
Kevin Walker
FROM:
BE:
CSIIOB #:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
COHTEm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
COMMENTS: These plans are submitted for your review, comments and/or approval.'
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you. ,
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (817)562-9700 FAX: (817)562-9800
DATE: "
July 28, 2000
II:
Indianapolis Water Company
P.O. Box 1220
Indianapolis, IN 46206
Am:
Pam Waggoner
FROM:
BE:
CSIIOB #:
Mark Settlemyre
Lowe's Project on US 31" @ 146th Street
00-113
COmNTS:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
CO.MENTS: These plans are submitted for your review, comments and/or approval.
" We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
", Q Q
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
DAR:
July 28, 2000
TO:
Hamilton County Sheriff Dept.
18100 Cumberland Road
Noblesville, IN 46060
Am:
L. Joe Cook
FROM:
BE:
~. 'CSUOB #:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
comm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
COMMEm: These plans are submitted for your review, comments and/or approval.
W~ are asking to be added to the Schedule for the August l~h
Technical Advisory Committee Meeting. .
Thank you.
~.
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
DAn:
July 28, 2000
TO:
Hamilton County Surveyor Office
One Hamilton Square, Suite 146
Hamilton County Judicial Center
Noblesville, IN 46060
.Imt:
Steve Cash
FROM:
IE:
CIII08#:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
COIITEm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
(1) Set of Drainage Calculations
COMMEm: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
DATE:
TO:
July 28, 2000
Hamilton County Soil Be. Water Conserv.
925 Division Street
Noblesville, IN 46060
Am:
John South
FIOM:
IE:
CSIJOB#:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
comm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
(1) Set of Drainage Calculations
COMMEm: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
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HAMILTON COUNTY HEALTH DEPARTMENT
CHARLES HARRIS, M.D. · HEALTH OFFICER
August 3, 2000
Mark Settlemyre
Cornerstone Surveys, INC
5151 North Shadeland Ave.
Indianapolis, IN 46226
Re: Lowe's Project on US 31 @ 146th Street
Dear Sir or Madam:
We have received the information you submitted for the upcoming T.A.C. meeting.
As the site is served by sanitary sewer and public water, this office does not have any
comments at this time concerning these utilities.
If any proposed project includes facilities for the sale for food products or a public
swimming pool, this office would require construction plans and approval prior to
building construction.
If you have any questions, please contact this office.
~re~
~~CNUlty,~S
Director of Env~~ental Health
RECE1VED
AUG 0 7 2000
ONE HAMILTON COUNTY SQUARE, SUITE 30 BY:
NOBLESVILLE, INDIANA 46060-2229
(317) 776-8500 · FAX (317) 776-8506
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City of Carmel
DEPARTMENT OF ENGINEERING
RECEIVED'
OCT 1 9 2000
October 16, 2000
RE: Lowe's -BomeIm}Jroveinent Center
~ BY:
,
Mr. Mark Settlemyre
Cornerstone surVeys
5151 North ShadelandAvenue
Suite 200
Indianapolis, IN 46200 '
Dear Mr. Settiemyre:
This office l~ reviewed the development plans submitted for this project., and we offer the folloWing
comments:
GENERAL INFORMATION
1. ' The project site is located within City of C3rm:el Corporate Limits.
2. Jurisdictions: ,
. Streets and ltight of Way - Hamilton County Highway (146th Street), lNDOT (US 431)
· Water - City of carmel
iI Sanitary Sewers and Storm Sewers - City of Carmel
3. Board of Public Works and Safety ApprOvl.lls:
· Water Availability Approval
· Sanitary Sewer'Availability Approval
. Dedication of Right of Way and Acceptance (if applicable)
· Any improveluent i.nst31led within the dedicated right ofW'ay
I am enclosing a schedule for Board of Public Works and Safety meeting dates and agenda deadlineS
for you use. Any submission to the Board reqUires prior final approval by the Caimel Plan
Commission andlor Board of Zoning Appeals and completion of project review by the Technical
Advisory committee. Availability requests must be accompanied by copies of:
a.) Notice of Intent to Construct a Water Main Extension (if applicable)
b.) capacity CertifiCation I Allocation Letter
AU written requests to be pluCell on the Board's agen-da must include the date (or dates) of approval .
by ilte Plan Com",is..\ion and/or BZA.
4. Water and Sanitar)' Sewer Availabi1it3' (acreage) and Connection Fees:
a) Availability (Acreage) Fees are based upon total acreage (legal description) @ $1,010.00 per
acre for water and $1,365.00 per acre for simitary sewer. It is necessary for our office to
obtain acreage of the entire parcel being developed in order to Calculate the availability fees.
,Tlus acreage should include all land, including the road portion. Infrostnlcture improvement
constrilction cannot start until app-rdpriate availability fees have been paid and all
- requirements have been satisfied.
b) Connection Fees are based upon the average user factor tables from Section 9-35 (water) and
9-200 (sanitary) of our Ci~ Ordiilance. TIle Corihection Fees are $1,310.00 per EDU for
water and $795.00 per EDU for sanitary. Please provide this office with an itemized listing of
the proposed buildings indicating the intended use for each building. ,
Cormection Fees will not be accepted and Building Pennits will not be issued until:
a) - Sanitary sewers have been constructed and acceptable rnanch."ellair tests have been
completed
ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2441
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c) Water mains have been installed, cWorirtatedarid satisfactory ist and 2rfd day reswts obtained.
d) Storin seWers have been installed..
I am enclosing copies of our A-yerage USer Factors for Water and Sanitary Sewers and oUr ClliTel1t fee
schedqle: 1 have also highlighted the Average User Factors that might apply to this development
5. .. T.A.C.ReviewlDrawings submitted for approval: ,
We request that all comments and comi1i:entletters~generated bytilis office be answeted in writing and be
accompanied by a drawing reflecting requested revisions. Final draWings will not be approved for
coIistrUction until all issues have been resolved. An Cannel Utili, . eS,muSt also be r ,::r:I;J,~" J'
design engineer must certify all drawings submitted for review. ' ' '
approVed drawings after all issues have been resolved. "nle drawings rov an signed
by both the City Engineer and by the Director of Cannel Utilities. The Developer/OWner will receive one
(1) set which must be maintained on the construction site. Cannel Utilities will receive two (2) sets. Our
PUblic Works Inspector will receive one (1) set and one (1) set will be maintained in the Depiutment of
Engineering. If the Developer/Owner wishes more than one set to be signed, the additional sets must be
submitted with the five (5) required sets.
6. Please be advised that any installation of signs, walls, imgation syStems, etc. Witllin dedicated
easements will requite a Consent to Encroach Agreement between the Owner a:nd the City of Carmel.
'the Agreement requires Board of Public Works and Safety Approval. Installations within dedicated
City right of way requires separate Briard of Public Works and Safety Approval.
7. I am including copIes of:
. Subdivision and Commercial Project Approval ,Procedures
. Performance Release Procedure
. Pennit Data, Contacts, etc.
. Commercial Permitting Procedures,
. Street Sigi1age Requirements
I will send a Copy of our Residential Subdivision and Commercial Irrigation System Requirements
upon request .., .
8. This project will reqUire an IDEM pennit for sanitary sewers. The lAC. 330 will not be signed arid
returned until the Board of Public Works and Safety has approved av~i1ability.
9. In addition to 111e "Holey Moley" notation on the sheets, reference should be made to the fact that
Cannel Utilities does not subscribe to ''Holey Moley" and should be contacted directly for all sanitary
sewer and water main locations.
10. Carolel Utilities will provide a separate review of11lisprojecl
11. All drawings submitted for review and approval must be certified by the designengirieer.
PROJECT COM.M.ENTS
12. Who is constructing the roadw~y? Please include more details oithe roadway with these development
plans: A building permit will not be issued if the project does not have the required road frontage iUld
ingresS/egress. .
13. Our office would suggest relocating the "Overall Development Plan" towards the frortt of the plans
(possibly between sheet C-I04 and C-200) to provide a better understanding of tile project before
details such as site grading and erosion control are reviewed.
14. Correct contact names and addresses are riot included for INDOT or the U.S. Army Corps of Enb'ineers
on the list of contacts,
15. Where is the eroposed outlet for the detention ponds? This is not shown on tile plans. Our offiCe will
not approve a development plan unless a suilable outlet for stormwater is verified on the plans.
16; Our office would assume that the retention ponds are to be wet ponds, and the det,ention ponds are to
be dry. Is tIlis correct? Please include anom1al pool elevation in tile plans for all wet ponds.
17. How do you plan on coordinating fiiIing tIle existing pond and grading tile proposed ponds? Our
department will not allow portions of the existing pond to be filled unless additional storage is being
created elsewhere. Please include phasing of 11le Construction I fiHingof tIlese ponds on the grading
plan - additional storage must be created prior to filling tIle existing pond.
18. What is tlle proposed future use for Phase II?
19. What is the phasing to be on the EroSion control plans? Duriilg which stage of construction will each
of the erosion control'plans (preliminary I final) be implemented? Please detail this on the pbms.
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20. The development plan does not match the plan/profile sheets at stnlcture #21: Please make all
. necessary modifications to the plans.
21. Please include all parcel lines / property lines, as shown by the land titIe survey, on the overall site
. developl!Wrii pIal\..
22. Our offiCe is as~uriring all storm sewers are to be private. Is this correct? Wl131 about stnlctttreS
witlUnlcrossing the proposed road? ~
23. Please highlight and sho\;\' the limits of the existing pond on the site grading plan.
24. Is the nortIlem drive planned to be art entmnce only? According t6 the development plan, the proposed
street will not provide a median cut at this location. Our department would like assurance that the
design and layout of tile parking lot traffic at this location will not encourage traffic attemptiIlg to exit
from a drive with tIris type of aligntnent
25. It is difficult to determine the location of existing wetlands. Please show wetIand bOundaries on tile
development plan.
26. Please copy our office on all approval / permits regarding drainage and/or water. (i.e. DNR, IDEM,
U.S. Army Corps, Surveyor's Office)
27. Several revisions have been written in by hand. Please make tllese revisions in a more perrilaneIit
fashion. .
28. Our office would request the ponds to be lined with clay or otller suitable material.
29. Due to the complexity of this prqject and tile number of entities involved. our office would request a
lneeting to discuss the above mentibned cOltnUel'lts and to clarify the,overall plan for Uris site. This
meeting may take place either before or at tlle time of revised plan submittal.
The above comments are based on tlleEngineering Department's thorough revieW. PleaSe provide our
officewitll a follow up letter and revised plans, indicating all revisions. A second review will focus only
on revised items. It is critical that our office be made aware of all modifications made on tlle plarts being re-
Slibmitted, particularly if any such changes are considered "new" or fall outside of oUr initial review. If
you have any additional questions, please feel free to contact Dick Hill 01' me at 571-2441.
Sin=cly: [7s.--.
~.
Cc: Kate Weese, City Engineer
Dick Hill, Department of Engineering
Laurence Lillig, Department of Community Services
John Duffy, Carmel Utilities
7'
09/05/00 08:57 FAX 3175770001
KITE COMPANIES_.
lei UUl
"
~_.---------
U
u
Kite Development
6610 N Shadeland Ave Suite 200
lDdianapolis IN 46220
RE: Lowes Home hnprovcmentCenter
Dear Kite Development
W, nave reviewed the prints for the above lOCl\ti~ :snd ha~ the following changes to be made prior to SL.'lY
fiuther c:onstnJc:tion-taking place.
SEWER:
J. On the e.'(isting 27 inch sanitary lateral the 8 inch cannot come in any lower titan the upper 1/3 part of
the 2.7 inch interceplof.
2. The sewer stub will not need the conc:rcrc block..
3. U,e a 1642A casling.
4. You will need to plllce a clean out every IOO-fl
WATER:
I. Need 8 inch valves for 8 inch lines coming otfthe 1810 insure 3 inch service is not intempted.
2. Need 18 inch ~vaives on the 18 incb lee.
3. Need ro inch valves offlhe 10 inch on 146'~ Sc.
4. Mega lug, on mec:hanical joinrs
S. Use dry bloc:k
6. No poured CQncrete,
7. Hydrant valves must be bancled to the lee.
8. As builts {Which include bolh sewer larCT'31 and water servic:e measuremenlS are due to be turned into
tbe distribution and callec:tion office alme time water is due 10 be turned on,
Should you have any questions or would like to schedule a. joint meel to discuss the above requiRments
please reel free to contact me Dl 571-2648.
Sincerely,
~d
Paul Pace
Waler DistnDuriOl\ Supervisor
OUncflOOj
1im Haag
Sewer Collection Supervisor
u
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;;; ::,:::, i; ~~J llrOj~t ai US 31 and 146~'Sueet C/q;6 ~:,.~{'.~.),'j
..~J;~.:..,,~::~.!.::T~~;C~~.:~:~:..... "". '. '::: ... 'r : ,...};.....~.,~~.~i.,.,.
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':'.;..~:~ ~:~';.i:'.:'" '~essed.... :'. .:~ '. .' .... .. ,.._..... . : ,'.. :.~ " .:: <:.~.:' . :;::~.:::~
.~:.:',:'.' '.~ :. .:: ....::. -: :~_.. '::rhe.:'\Wterway,.aJ:eng. th~ west p~Atdnt~ral.fu'nction of the ~ite drainage'" .'. .,:..'.:. -.::.........,.'>'.~
:::..' : '~.:. .'.,> ..... :',,/" ::". 'i,}mibecail$e it.divertss.igniflcant flow away frQm the building'pad. When wlJl . ........... .:":' ".I-
';d.~:~~":~":':"~~;_":'I,~:'" .':.inf9rmation 'c?e. availabl~? I think-this tnfoRtlauoo. sboUld be included with YOm" :'; :.:,.,;;::~;.;;:~~~
.:/: ,:>: .:::'::'::; .,:: ,\.(:: .,.'. :.'plab.s. .'. ..... '. "":'::':., . . /..'" :....:; .
':-, ..:.;' ,.' :',:.. .' ":. .... '.:., The oudet.aWale.for the-two existing sto.on.sewers is beiJig.filled in the north~east.. ":. .....' :. ..... :'.
.:> : :".::::..'~ ..'..,: ::::'. '':...~'. '''comer of't\1e site: Ple~ show how drainage will be continued, . . . .:. . ~.' . ..;:. :;:' ,:'
::.:'i::: :;. ~;':<.:...:(. .:.:" . '..... . '.aow:'Witl..the'JSite'be' ac~essed for.conStr:uetion? PLease show construction ". :." '..<" . ~
~':"~'>"";>"".',;:,:::',~.:'..'.:')'.:en~ce~.'.""':: ~',. '.' . .~,' ':,"""':.'.:
: '::.,; ,: ':':. '~:;.:, ." .;' ,.";:....!..:::. fhe.eroslop ~o~tr()~ plirt shoWs the e$jstiog pond in. Danb~ Estates being ~lled.:' >'. .::..../.., :;...:..:
...~......>: .~. ".;: '::.,. .:.<:, ;''' .?')~e~'e .sh?w~s.i~ detail on..the.~~<Ungp1an. 401 ~ 404 permits.are needed to.. . .. .....,'. ,,<::~. ..... :.';
...... ,.' .' '...:,....' fi!lth~pond. : . .... .' ,. :.. :.'
\:...::-...~::.;; '.'"-:,::.: .~,'~:' ....:>:;,. "For.wat~ 4uafity ~nefits th~ inlot and outlet pipes for.po~d#2:.should be '.' . . .:::>,. .::...:..~:
..<:.'... ~';..<.,.r'. f'::;' ..drs~~ee~ed."Fle~~shQwdi.schargeplanandprofilefortheout1etofpond#2:..' '. ..':;. ,~:,...:..;'::,.:
:.~'...:....: '.:: ~""" ':":: .:; .': ...::,:.;t.' . .:rhe.~~t.\>asifis as shoWn ar~ located on the high side of the property, Mo~ .'. .~. ....'..... .: ....;.
,.,<:: ::,,.:', :" '.::::'.:' '.':.: . ,....: '.' .~tt;1iese $rlt basins;~.wil1 provilie little function. the proposed po~.ds can also b~' . ,. -: ... :.' :',: :<< ."':
'..' ~;:.r: I,., . ,~lizedfO'r secijmept basins. The 'size of each basin and the outlet configUration. . . ...:.... ',:".-: '. :'.'
..j>...'. ;,....... '. . . " ~ ":." ;::".' 'inchiding' elevations. ne~ds to be specified. Elevations provide the needed ' '.':':,' . ..... .'. . ..':
:.'.,'...:::,'.:.... :"'!,;' <.~;. ..' '. IDf.6rmatlo~tQ instlill the p~ctice correctly. Th~ dive~ion swal~s need t~ have ~ . '.' ,':..:;..:., '..'/.::
'::",. :'.:: .: .';:. ,....' '. .; :'. :... :~ow'.4irection~ and,proposed:ohannel elevations. The 'silt trap in .the 'north-west. . ... ..... :. ".:. :. .;:. ..,;
. :.<..... '. ,;':"';'-";,.:, .'. .'.~~ri,J.~.rw.Quld~eemto.s6rvelittlepw:pose. ......... ..... '" .
.,::.:: .:....:.".., ." " ~:,. .~.~. 'f.wo:ut~ i~()nimerid se~ing..the' idle land at the south end oftheprojectat the' .. . :'. :.: ::::"i/'.:..~::'~}
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City of Carmel
Fire Department Headquarten
2 CIVIC SQUARE
CARMEL. INDIANA 46032
317/571.2600
RE: Lowe's Retail Project
Mark Settlemyer
Cornerstone Surveys, Inc.
5151 North Shadeland Ave.
Indianapolis; !N 46226
LETTER OF APPROVAL
The undersigned has reviewed the proposed plans for
Lowe's Retail Project
and has approved the plans subject to the following:
1. We are requesting that an additional fire hydrant be installed within 50 feet of the fire department
connection.
2. We are requesting signage/striping in front of the fire department connection indicating No
Parking.
3.
4.
5.
6.
Date: August10.2000
By: Gary Hoyt, Fire Marshal
Carmel Fire Department
Fire Prevention Saves Lives and Property
~
Iy.'_ ;'..
Q
(j
. OORNERSTONESURVEYS, INO.
5151 NORTH.SHADELAND.A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
------~ ~---~~
DATE:
July 28, 2000
TO: .
Panhandle Eastern Pipeline Company
P.O. Box 38
Zionsville, IN 46077
AnN:
Sharon Prater
. Panhandle Eastern Pipeline Co.
has no company Facilities
involved' thi project
R - c.J -06
Date
. FROM:
8E:
CSIJDB#:
. Mark Settlemyre
. Lowe's Project on Us 31 @ 146th Street :
0-0-113
COmln:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
COMIENTS:
These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting. .
Thank you.
RECEIVED
AUG 0 ,
BY:
.'"
u
~,
Car:mel
August 4, 2000
Mark Settlemyre
Cornerstone Surveys, INC.
5151 North Shadel and Avenue
Indianapolis, IN 46226
~
RE: Lowe's Project/US 31 @ 146th Street
Job# 00-113
Dear Mr. Settlemyre:
u
art:ment
I have received and reviewed the construction documents for the above-
referenced project.
At the present time, I see nothing in the plans that would hamper law en-
forcement efforts.
If we can be of any further assistance to you, please contact us.
Respectfully I
)1=~.~~~
Chief of Police
MDF:vb
cc: Dept. of Community Services
, -
RECE1VED
AUG 0 72000
BY:
(517) 571-2500
A Nationally Accredit
FAX (517) 571-2512
rcement Agency
lJL~ IND~DEPARm;:a~:'~=~=~MANAGEMENT
t ~
RECENEO
fEB 28 2001
OOCS
Applicant:
Dear Storm Water General P
August 21, 2000
1 00. North Senate Avenue
P.O. Box 6015
Indianapolis, Indiana 46206-6015 .
(317) 232-8603
(800) 451.6027
www.state.in.us/idem
Frank 0' Bannon
Governor
Lori F. Kaplan
Commissioner
Lowes Home Improvement Center
Hamilton County
Upon review of the Notice of Intent (NOI) letter submitted to the Indiana Department of Environmental
Management (IDEM) in compliance with 327 lAC 15-5 (Rule 5), it has been determined that the NOI letter
is deficient. Any information that was either not included or not clear in the NOI letter is listed below. An
amendment to your NOI letter containing the deficient information must be submitted. In accordance with
327 lAC 15-5-6, all information required under 327 lAC 15-3 and section 5 of this rule must be
submitted prior to the initiation ofland disturbing activities in order to be covered and in comnliance
with Rule 5. Failure to do so will result in enforcement proceedings being initiated by this office.
The project name for this site is Lowes Home Improvement Center and is located in Hamilton County. This
project name and county should be included on any type of correspondence or amended NOI letter that is
submitted to IDEM in relation to the NPDES General Permit.
The following deficiencies must be corrected:
11. Please provide the name of the responsible corporate officer and/or written authorization for an alternate
person or position that is responsible for all signatory responsibilities for the facility under 327 lAC 15-
4-3(g). The owner/operator or a corporate officer representing him or her is required to sign the NO!.
Please call with any questions.
It is not necessarv to resubmit vour entire NO!. Please specifv that yOU are submitting an amendment to your
Notice ofIntent letter. Any questions regarding this letter may be directed to Mr. Craig Lawson at 317/233-
1864 or 8001 451-6027 ext. 31864.
Sincerely,
~~,\~.
Reggie Baker, Jr., Chief
Pretreatment & Urban Wet Weather Group
Office of Water Management
NOTE: An approved Erosion & Sediment Control (ElSe) Plan and a complete Notice of Intent are both
required for compliance with Rule 5. The following items have been received and approved by the appropriate
agencies: NOI
Your E/SC Plan has either not been received or has not yet been approved by the Hamilton County SWCD.
Contact the SWCD with questions about the E/SC Plan review.
Recycled Paper $
An Equal Opportunity Employer
P/~as~ R~cycll' 0
,J'.
.,J
OCT 13 '00 04:33PM
P.1/2
,.... _'t'..
"'.
Mark Settlemyre
Cornerstone Surveys
t ~
C,t\\lt\)
R~tCO t~~\
~t~ \)()C,'6
Suite l ,~8
(JIll' .1(t/Hli/tll/l COllllty Sqllare
.-:>V'Ob/C,\IJiI;e', IlIdiillltl 46('6(1'2~JO
October 13, 2000
17
Re: Lowe's - 146th
I have reviewed the plans for this project and have the following comments.
1. Is this site annexed into the City of Cannel? liso, then approval of the drainage
facilitiesfalJs under the jurisdiction of the Carmel City Engineer's Office.
2. The Surveyor has expressed interest that the proposed ditch along the West property
line to Cool Creek become a part of t,he Regulated Drain. The existing drainage: way
cUlTently serves as the outlet for a large watershed that extends west to Springmill
Road. Please call me if you need 8 petition fonn. .
3. Tn. the drainage report, please include the discharge rates for the various stonn
intensities in the report summary.
4. Does the proposed detention account for:
a. the storage volume lost from the existing pond?
b. the proposed road? How will this be handled?
5. PI.ease provide information regarding the west ditch sizing? This ditch needs to carry
the 100 year. Show the contributing cfs for the 1 00 year andlor incorporate the pipe
flowing full. With this information, pJea.~e provide a typical cross section showing
the 100 year elevation.
6. . Please show the west ditch protected by a drainage easement.
7, Add a note to $heet C-206 & C.207: "Additional erosion control measures may be
required in the field by the Inspector as conditions warrant,"
8. Additional improvements, such as erosjon oontrol, removable of debris and
obstnlctions. etc., may be required in the field by the Inspector where the west ditch
flows to Cool Creek.
9. I recommend that the Donna! pool and 100 year elevation be shown on the detention
areas where applicable.
I
r'4~
;.
OCT 13 '00 04:33PM
u
Q
If you have any questions, please feel free to contact this office at 776~849S.
Cc: Jon Schelling. Kite
American Consulting Engineers
Carmel City Engineer
Carmel DOCS
Co. H"'Y'
SCS
Steven T. Cash
Plan Reviewer
P.2/2
u
CITY OF CARMEL
~~~~_.'~~....~---~~~
W4.TER..WASTEWATER UTILITIES 130 1ST AVE. SW" CARMEL, INDIANA 46032
(317) 571-2648" FAX (317) 571-2653
u
December 28, 2000
M
*
FE~fCflVfD
28 2001
DOCS
Cornerstone Survey
5151 N Shadeland Ave Suite 200
Indianapolis IN 46226
RE: Lowe's Home Improvement
Dear Cornerstone Survey:
We have reviewed the prints for the above location and have the following comments.
Before any further construction takes place we will need construction plans and a detail sheet for water.
Also you will need to place an 8 inch valve on the 8 inch water line.
Asbuilts are due to be turned into the distribution and collection office at the time water is .due to be turned
on. At that time we will also need 3 copies of as builts for our office.
Should you have any questions or would like to schedule a joint meet to discuss the above requirements
please feel free to contact us at 571-2648.
Sincerely,
A2td2
Paul Pace
Water Distribution Supervisor
I~_I~-i:~ (~1~~ I 1~~r'(~~1~.~)~"!
JAN 0 2 2000
qy:
.-.,---...-.....-~--,._.-..~,..._.-.:.::::-:..!
[J1~
INDI~A DEPARTMENT OF ENVIR~NTALMANAGEMENT
We make Indiana a cleaner, healthier place to live
Frank 0' Bannon
Governor
IR. F",0'71-VEDI
I' J~~';;- ZOOI .
\ BY:___.. dANUARY
100 North Senate Avenue
P,O, Box 6015
Indianapolis, Indiana 46206.6015
(31 7) 232-8603
(800) 451.6027
www.state.in.us/idem
Lori F. Kaplan
Commissioner
16, 2001
Kite Greyhound, LLC
6610 North Shadeland Avenue, Suite 200
Indianapolis, Indiana 46220
Dear Applicant:
Re: Deficiency Notice for
Construction Permit Application
8" Sewer Main
Carmel, Indiana
Hamilton County
Project No. M -13313
This will acknowledge the receipt of plans and specifications on January 8,2001, in
connection with your application for a Construction Permit, pursuant to IC 13-15 et. seq., and
327 IAC Article 3 et. seq., on the above-referenced project.
Your application has been found to be deficient. The following administrative and
technical items are required to complete your application for a Construction Permit. Please be
advis~ that if all the deficiency items are not corrected or resolved within sixty (60) days of the
date of this letter, your application will be denied on the basis of incompleteness.
L ADMINlSTRATIVE EV ALVA TION
Upon review of your application, the following administrative deficiencies are
noted:
1. The project name on the Application Form needs to agree with the project name
on the plans and Certification Letters (Lowes Home Improvement Center).
2. The form "Identification of Potentially Affected Persons" must be completed in
the bottom portion to certify the completeness of the List of names and addresses
submitted with this project.
3. A complete list of all persons who may be potentially affected by the issuance of a
Construction Permit for this project. Including the name and mailing address for
each person.
Rt'cycl~d Pap,r .
An Equal Opportunity Employer
..
Plf!Q.u Rtcycll' ~.,
o
o
4. Mailing labels need to be submitted for the potentially affected parties list. The
mailing code number 65-42FC needs to be listed above each potentially affected
party listed.
If you have any questions concerning the administrative accuracy of this
application, please contact Mr. Don Worley at 317/232-5579, or Fax 317/232-8637.
II. TECHNICAL REVIEW
. This office ~as completed reviewA1~~rs~~.~,~~ project and offers the following
technical comment. ,"''1\..'' I p.'
.I:~:~;r' kL_ - ~.. \
r'..," . m" , .
1. A specification for a require,<aka~~~~~,~~.r& the 1r6);>osed manholes needs to be
submitted. The manhole sh1illtbe aiftested inaccotdance with ASTM CI244-93,
~. -~ '--.' .' ~ '~
Standard Test Method for O()Il~rete Se'Xx;btlanhol:C(s'iby Negative Air Pressure .
(Vacuum) Test. ;;..c'~' 'lw ' ,
\"';'<"
. ....
, - ;--.,.., ,.
Ifyou have any questions regardin~7th€f ~ec~~armatters of your application,
please contact me at 317/232-8643. ~ .
Sincerely,
~J.lJL 'J, ~
Willie D. Soliven
Project Engineer
Facility Construction Section
Office of Water Quality
WDS/cd
cc: Mr. William D. Keller, Cornerstone Surveys, Inc.
02/06/01 14:16 FAX 3175770001 KITE COMPANIES
FEB-05-200t MON 10:10 AM~MEL OOMMUNITY SVCS FAX NO, 3~571 2426
~OOl
p, 01
Memo
-..---
To: Bob Hittle, American ConsulQng, Inc.
Franu Scott Brewer, Urban Forester - City 01 Carmel
"; I.al,.lrence LUllg - DOCS,
Mark Settlemyre, Comerstane SUrveys
DeteI 02105/01
Rtn Klte Property (Lowe's Construction Plt!lne) envlronmentaJ mitigation plans
These comments concem the Envlmnmental Mitigation Plan for the KIte Development (!..owe's
Commercial Center) on 146\tl S1rest and U.S. Higbway 31.
1. Individual plent materiels should be labeled on the plBnting plan. Total numbers of the
individual species of plante should be listed of 1he plant scheclule.
2. Red Maples (Acer I\Jbrum) have trouble m8lntalnlng hl!U'dlness In this area. The number of this
IOpecles should be kept to a minimum. .
3. ~in Oaks (Quercus palustrls) should not be used. They he". e very limited life In this
Immedle1e area. Other Oak speoles should be substituted.
4. Plant material for this mItIgation plen shall not substitute for plant material on the approved
landscaping plen, though It may supplement the approved plan.
5. A1tematlves or additions to the tree and shrub species could Include:
Black Gum Nyssa syIvatlca
River Birch Betula nigra
American Hombeam Carpinus carolinians
Dawn Redwood Meta8equola gl}lptostroldes
London Planetree Platanus )( acerlfora
Ye/lowwood Cladl'l!lstis kentuKea
. Page 1
,.
02/06/01 14:18 FAX ~3175770001 KITE COMPANIES
FEB-05-2DDl MON 10:10 AN~RMEL COMMUNITY SVCS FAX NO. ~ 571 2426
Trt-CoIor Seech
Fagus sylvatlca'Roseo-marginata'
6. A combined set of plans needs to be submitted to tI1ts office that Includes a revised set of
landscape plans and the envlronmen1aJ mitigation plans.
. Page.2
@002
P. 02
02/06/D1 14:18 FAX 3175770001
KITE COMPANIES
FEB-OS-20m MON 10: 10 At1 UMEL COMMUNITY SVCS
FAX NO. \.)571 2426
~003
P. 03
, i
( f.
CITY OF CARMEL
De 1';;11 IUll:..I ot COIll'llunity Ser"lc(;~~
To: Laurence l.lIl1g
Frana Melissa Spiker
CQ Mal1< Monroe
Date: 02105101
ReI L.owe'. Development
Memo
The following are comments/suggestions to the above proposed project.
1. Suggest use of altemate spedes of shade trees to Intermix wI1h red maple within perimeter
plantings.
2. Please provide detell of foundation p1antlngs.
3. U.S. 31 Overlay Zene requires a tctEIl of 86 trees within the parking Iota, there are eun-entty
only 54. (Trees surrounding the ponds are not acceptable as a,part of the perl<lng lot planting.)
4. Suggest alternate species of trees tc be used sulTOUndlng the ponds. River blrd1 and bald
cypress are reccmmencted alternatives.
6. Suggest. IlI'ger growing shade tree to be used In perking lot Island$ such as a white ash,
green ash, and/or 'Oelebratlotl' maple.
. Page 1
FEE 14 '01 09:42AM
P.1/2
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February 7,2001
Mark Settlemyre
Cornerstone Surveys
Re: Lowe's -146lh
I have reviewed the submittals for this project and have the following comments,
I. Is this site annexed into the City of Cannel? If so, then approval of the drainage
facilities falls under the jurisdiction oftbe Carmel City Engineer's Office.
2. The Surveyor has expressed interest that the proposed ditch along the West property
line to Cool Creek become a part of the Regulated Drain. The eXisting drainage way
currently serves as the outlet for a large watershed that extends west to Springmill
Road. Please call me if you need a petition fonn or non-enforcement form.
3. In the drainage report. please include the discharge rates for the various storm
intensities in the report summary. (2.10.100 yr)
4. Does the proposed detention account for:
a. the storage volume lost from the existing pond?
b. the proposed road? How will this be handled?
These need to be verified with the drainage report. Regarding detention tor the
road, the County commissioners, Town of Westfield & City of Carmel are paying
. for a study of Cool Creek because of flooding problems downstream oftbis site.
My goal is that this problem not be compounded.
5. Please provide information regarding the west ditch sizing? This ditch needs to carry
the 100 year. Show the contributing cfs for the 100 year and/or incorporate the pipe
flowing full. With this information, please provide a typical cross section showing
the 100 year elevation.
6. Please show the west ditch protected by a drainage easement. 7. ok
8. Additional improvements, such as erosion control. removal of debris and
obstructions. etc., may be r.equired in the field by the Inspector where the west ditch
FEB 14 '01 09:43AM
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flows to Cool Creek. Please clarify to address the west ditch outlet to Cool Creek.
Add to the ditch plans (Sheet C-901).
9. Ok
New comments based on west ditch plan (sheet C-901):
10. Sheet C-901 shows no proposed or existing topo information. Show the topo the
entire length to Cool Creek.
11. Show a profile of the west ditch from the upstream pipe to Cool Creek.
If you have any questions, please feel free to contact this office at 776-8495.
P.2/2
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Steven T. Cash
Plan Reviewer
Cc: Jon Schelling. Kite
American Consulting Engineers
Carmel City Engineer
Carmel DOCS
Co. Hwy.
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Kevin Allen
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City of Carmel
DEPARTMENT OF ENGINEERING
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February 12. 200 I
Me. Mark Settlemyre
Cornerstone Survcys
5151 North Shadcland A vcnuc. Suite 200
Indianapolis. IN 46226
RE: Lowc's Homc Imprll,'cment Center/Re,'iew #3
Dear Mr. Setllemyre:
We have revicwed thc rcvised construction plans and your commcntlellcr of Dcccmber 15. 2000. We
apologize for the delay in responding 10 your leiteI' and re\'isions. We offer the following additional
comlllcnts:
Items #17/#19 On Shcet C-20(, Legend. the temporary di,'ersion ditch is identified as DD, The ditch is
identified as OS on Sheet 2-602. Which is correct? Please re\ise drawings accordingly, Where is the
berm. which is referenced in Sequence #X on Shcet C-20(i, located"
Item #24 We have not received eopics of apprm'als/permits as reqncsled,
Item #2H Cannot find the notation regarding lining the ponds, Please highlight on dnl\\ing(s),
Item #29 An additional meeting with Ihis office/City Engineer would bc helpful. particularly 10 discuss our
commcnl # 12 regarding roadway plans in relation to this de\c1opmcnl.
OHlER ITEMS NOTED
Sheet C-403 The im'crt elevation for strueturcs #34 & #35 on the plan \'icw should be X 13,4(" Why is
structure #42 indie:l\ed on thc profile? Please define the purpose of the pipe and structnres bet\\een
structures #20 to #3lJ and pro\'idc profile indicated for this mn of pipe/structures
Sheet C-40.1 Storm structure #43 is indicated on the plan \'icw bul not on the profile, 11 is not incllllh.:d ou
Sheet C-202. Site Utilities, Is this simply an error?
Sheet C-51111 The Cil~ of Carmel specification for pipe crossings is granular instead or concrete saddles,
Sanitary structnre #() is not indicated onlhe plan and profile sheel. Is this rLlIl or pipe and slructure
intended to be priv;ne',' Has this been re\'ic\\ed and apprmed by CarlllclLJlilities'!
The frontage road right of\\ay. between the Keystone A\enuc cast right of way linc and the west property
line of (his de\dopmenl. has not been annexed, It is 0111' understanding the frontage road right or way is
lindeI' Hamillon Coullly jurisdiction, It appears the stallls or the anJ1e:'\alioJ1 or this strip or right or \\;IY
should be resolyed with this deYelopmell1.
ONE CIVIC SQUARE CARMEL. INDIANA 46032 317/571.244t
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Mr. Mark Settlemyre
February 12,2001
Page 2
I would like to reiterate Board of Public Works and Safety submittals required for this project as follows:
. Water and Sanitary Sewer Availability Approval. If deviation from our Equivalent User Contribution
Multiplier Tables is to be requested. tIris office will require a written request to that effect. This
request must also include verification of the usage being proposed. Availability requests must also be
accompanied by copies of a) Notice of Intent to Construct a Water Main Extension (if applicable) and
b) Capacity Certification! Allocation Letter. .
. Dedication of Street and Right of Way and Acceptance (if applicable).
. Commercial Curb Cut (if applicable).
. Any improvement installed within dedicated right of way and/or any improvcment installcd within
dedicated easements.
Any ...uhmis...ion to the BtHINI require... prior final approval hy the Carmel Clay Pltm Commi......ion IImVor
/JollNI of Zoning Appelll.... All written reque.\1s to he plllced on the /JOliN!'... IIge"dll mu.\.t include the tlllte
(or dlltes) of IIpprovlIl hy the PllIn Commis...ion tIIuVor /JZA.
Copies of various requiremcnts. specifications. etc. were included with previous review letters. I am
enclosing a copy of the 200 I Board of Public Works and Safety mecting dates and agenda dcadlincs for
your use. Plcase adhcre to the Enginccring Department deadlincs for submissions to the Board.
If you havc questions. please contact Kale Wecsc. City Enginccr or mc al 571-2441.
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Dick Hill. Assistant Dircctor
Departmcnt of Engincering
Enclosurc
cc: M. Katc Wccse. City Enginccr
John Duffy. Cannel Utilities
Laurencc Lillig. Dcp.lrtment of Conllllllllily Services
Kcvin Allcn. Kitc Grcyhound LLC
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Land TItle. Surveys"
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, . Mortgage Surveys'
, Site, Development
Route Surveys
Construction Staking
- : R/W Engineering
Subdivision Design
Project Management
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~ornerstone
SurII.SJl.S 6151 N. . Shadel and Ave., Sulie 200
V' , IndlaniljJolls, IndlatJa46226
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One CIVIC Square , y- .'. . .
'CarmelIndiana.46032 "'f. tJv'vti1~ ,,_ // '
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Re:
Lowe's Home Improvement Center
146th Street & Us. 431
Carmel, Indiana
The attached set of plans are revised per comments received during theT AC meeting held on
August16, 2000. These plans are submitted for your review and approval.
With this submittal we would aiso like to ask for two variance~ from the originalPUI,> Z.:-344
landscaping plans. As you know from discussions with Mr. Bob Hittle at American '
Consulting Engineers, we are constructing an Indiana Waterway between the west side of the
proposed development an~' State ,Road 431. As part of the mitigation requirements with DNR,
we are required to phmtthirty to forty more trees in the waterway than was required in the
approved landscaping plan. Therefore we' ask. that the trees and plantings to be planted in ~e
waterwaybe considered as fulfilling .the landscaping requirement for the west side of the
project~
The second variance request comes more from Mr; Jim !'feal of the CouiltyHighway .
Department. Mr. Neal indicated he would prefer that no trees be planted near the existing
, retaining wall system along the south side of 146th Street and the north side of our site, We are
requestil)g that the tree planting for 'the north side of our site begin 20 feefeast of the west end .'
of said retaining walls.' .
If you have any questions or need any additional infOrttlation, please notify me.
Sincerely"
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"Mark Settlemyre, VP
Project Operations
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City of Carmel
DEPARTMENT OF ENGINEERING
October 16,2000
Mr. Mark Settlemyre
Cornerstone Surveys
5151 North Shadeland Avenue
Suite 200
Indianapolis, IN 46200
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RE: Lowe's Home Iml)rovement Center
Dear Mr. Settlemyre:
This officc has revicwed thc devclopment plans submitted for this projcct, and we offer the following
comments:
GENERAL INFORMATION
1.
2.
The projcct site is located within City of Carmel Corporate Limits.
Ju risdictions:
. Streets and R'ight of Way - Hamilton County Highway (146l1l Street), INDOT (US 431)
· Water - City of Carmel
. Sanitary Sewers and Storm Sewcrs - City of Cannel
Board of Public Works and Safet)' AI)I)ronds:
· Water Availability Approval
· Sanitary Sewer Availability Approval
. Dedication of Right of Way and Acceptance (if applicable)
. Any improvement installed within the dedicated right of way
I am enclosing a schedule for Board of Pub lie Works and Safety meeting dates and agenda deadlines
for you use. Any submission to the Board requires prior final approval by the Carmel Plan
Commission and/or Board of Zoning Appeals and completion of project review by the Technical
Advisory committee. Availability requests must be accompanied by copies of:
a.) Notice of Intent to Construct a Water Main Extension (if applicable)
b.) Capacity Certification / Allocation Letter
All written requests to be placed 011 the Board's agenda must include the date (or dates) of approval
by the Plan Commission and/or JJZA. ~.
Water and Sanitar)' Sewer Availabilit). (acreage) and Connection Fees:
a) Availability (Acreage) Fees are based upon total acreage (legal description) @. $1,010.00 per
acre for water and $1,365.00 per acre for sanitary sewer. It is necessary for our office to
obtain acreage of the entire parcel being developcd in order to calculate the availability fees.
This acreage should include all land, including the road portion. !J~frastructure improvement
constructioll callnot start until appropriate availabili(V,fees have been paid and all
requirements hOl'e been sati.'>jied.
b) Connection Fees are based upon the average user factor tables from Section 9-35 (water) and
9-200 (sanitary) of our City Ordinance. The Connection Fees are $1,310.00 per EDU for
water and $795.00 per EDU for sanitaJ}. Please provide this office with an itemized listing of
the proposed buildings indicating the intended use for each building.
Connection Fees will not be accepted and Building Permits will not be issued until:
a) Sanitary sewers have been constructed and acceptable mandrel/air tests have been
completed
3.
4.
ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2441
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c) Water mains have been installed, chlorinated and satisfactory 1 st and 2nd day results obtained.
d) Storm sewers have been installed.
I am enclosing copies of our Average User Factors for Water and Sanitary Sewers and our current fee
schedule. I have also highlighted the Average User Factors that might apply to this development.
5. T.A.C. Review/Drawings submitted for allproval:
We request that all comments and comment letters generated by this office be answered in writing and be
accompanied by a drawing reflecting requested revisions. Final drawings will not be approved for
construction until all issues have been resolved. All Cannel Utility issues must also be resolved. The
design engineer must certify all drawings submitted for review. This office will require five (5) sets of
approved drawings after all issues have been resolved. The drawings will be stamped approved and signed
by both the City Engineer and by the Director of Carmel Utilities. The Developer/Owner will receive one
(1) set which must be maintained on the construction site. Cannel Utilities will receive two (2) sets. Our
Public Works Inspector will receive one (1) set and one (1) set will be maintained in the Department of
Engineering. If the Developer/Owner wishes more than one set to be signed, the additional sets must be
submitted with the five (5) required sets.
6. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated
easements will require a Consent to Encroach Agreement between the Owner and the City of Cannel.
The Agreement requires Board of Public Works and Safety Approval. Installations within dedicated
City right of way requires separate Board of Public Works and Safety Approval.
7. I am including copies of:
. Subdivision and Commercial PrQject Approval Procedures
. Performance Release Procedure
. Permit Data, Contacts, etc.
. Commercial Pennitting Procedures
. Street Signage Requirements
I wiII send a COPY, of our Residential Subdivision and Commercial Irrigation System Requirements
upon request.
8. This project \rill require an IDEM permit for sanit(lry sewers. The LA.C. 330 will not be signed and
returned until the Board of Public Works and Safety has approved availability.
9. In addition to the "Holey Moley" notation on the sheets, reference should be made to the fact that
Cannel Utilities does not subscribe to "Holey Moley" and should be contacted directly for all sanitary
sewer and water main locations.
10. Carmel Utilities will provide a separate review of this project.
1 I. All drawings submilled for review and approval must be certified by the design engineer.
PROJECT COMMENTS
12. Who is constructing the roadway? Please include more details of the roadway with these development
plans. A building permit will not be issued if the project does not have the required road frontage and
ingress/egress.
13. Our office would suggest relocating the "Overall Development Plan" towards the front of the plans
(possibly between sheet C-104 and C-200) to provide a better understanding of the project before
details such as site grading and erosion control are reviewed.
14. Correct contact names and addresses are not included for INDOT or the U.S. Army Corps of Engineers
on the list of contacts.
15. Where is the proposed outlet for the detention ponds? This is not shown on the plans. Our office will
not approve a development plan unless a suitable outlet for stonnwatcr is verified on the plans.
16. Our office would assume that the retention ponds are to be wet ponds, and the detention ponds are to
be dry. Is this correct? Please include a nonnal pool elevation in the plans for all wet ponds.
17. How do you plan on coordinating filling the existing pond and grading the proposed ponds? Our
department will not allow portions of the existing pond to be filled unless additional storage is being
created elsewhere. Please include phasing of the constmction / filling of these ponds on the grading
plan - addition(11 storage must be created prior to filling the existing pond.
18. What is the proposed future use for Phase II?
19. What is the phasing to be on the Erosion control plans? During which stage of construction will each
of the erosion control plans (preliminary / final) be implemcnted? Please dctail this on thc plans.
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20. The development plan does not match the plan/profile sheets at structure #21. Please make all
necessary modifications to the plans.
21. Please include all parcel lines / property lines, as shown by the land title survey, on the overall site
development plan.
22. Our office is assuming all storm sewers are to be private. Is this correct? What about structures
within/crossing the proposed road?
23. Please highlight and show the limits of the existing pond on the site grading plan.
24. Is the northern drive planned to be an entrance only? According to the development plan, the proposed
street will not provide a median cut at tllis location. Our department would like assurance that tile
design and layout of the parking lot traffic at t1tis location will not encourage traffic attempting to exit
from a drive witll this type of alignment.
25. It is difficult to detennine tile location of existing wetlands. Please show wetland boundaries on the
development plan.
26. Please copy our office on all approval/permits regarding drainage and/or water. (i.e. DNR, IDEM,
U.S. Army Corps, Surveyor's Office)
27. Several revisions have been written in by hand. Please make these revisions in a more permanent
fashion.
28. Our office would request the ponds to be lined with clay or other suitable material.
29. Due to the complexity of this pr~iect and the number of entities involved, our office would request a
meeting to discuss the above mentioned comments and to clarify the overall plan for this site. This
meeting may take place either before or at the time of revised plan submittal.
The above comments arc based on the Engineering Department's thorough review. Please provide our
office with a follow up letter and revised plans, indicating all revisions. A second review wiII focus only
on revised items. It is critical that our office be made aware of all modifications made on the plans being re-
submitted, particularl~' if any such changes are considered "new" or fall outside of our initial review. If
you have any additional questions, please feel free to contact Dick Hill or me at 571-2441.
Sincerely, [7.J--,
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Cc: Kate Weese, City Engineer
Dick Hill, Department of Engineering
Laurence Lillig, Department of Community Services
John Duffy, Cannel Utilities
O~'lO{L~~~ ~4:41
317-773-8435
HAMIL TON CO FSA
PAGE 08/13
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PtoJectName: LL')C..JII~ ^,
11(18 Smull. 9tIr $traJt
NoIJIavilk, IN 46HfJ..3"14S
~' ~~L/' /' Ph. (317)773-14]2, .
. -'.<,!;SF._ (311) 776-11 (J 1
1i5l~f. ~Sedimco.tCon~i Plan
Inl -\
, icalReview and Caaunent
8EP J9 2000
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11M ~ nivieW tmtl COIIZIlU!IIlU ~e int~ed to tnlalume the COPnf)letelta& uI tIrs ffrOIUm tmd IMtlimtml CDlItml I
I "Lan for. thsl>>'Oiect. 21Ie et"06Wn 41Id sediment control plan submilt~ 'W4f not irmewed "". the adeauacv of the - - I
I~~~ All pr.tJCtiees irrdrultzd in the.p/an. "as lfNlIJ as those re.co1l'l11U!!#lded in-the ~ !I~1d be I
leWfmated;&r. jO" iheirfemu,Uity by a qualified individJm! with structural Pl"tJdica tkriRFJed by a t11<<1Ilfied en$1UJBI'.
1'Z1ze plan bt:is II()t beeir. nwiBwetlfUl' local, stote or fedl!ral pemtits that ,My be required to ~ -with t/ris' - I
Iprtde.Gt A.d!/iiiontd. iljOrmstion, including d&ign calculdtiol2S may be ~ ID fiD1hir evduare the. 'erosion I
f~~plrm. . I
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The.erosiOn a:a4 sediment CImtrOJ plmhas ~D reviewed aM it has been determined 1hattbe plan:
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S8tUfiM the minimum teonil'P;ltJenb: and intent on77TAC 15-.5 (Rule ~ Nntificmiim will 'he TnNtAmfO'd
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[Q me l:n.ciiamt ~ of:Eo.vu-oruuetllai ManageaJent.
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P.f!fer to the ~~!:! .edion fur !!.ddition:d inf01maticn.
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Does ftotsadstY die mtnfnmm fe(1'l1irements and intl!2lt of 321IAC 15-5 (Rule 5)~ deficleMles 8n: noredin
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1he clJccldist. and m me comments 5eCiio~. Deficiencie$ CQnsD.tute potexrtial vioiatiOll oflbc ruie and must
be adequately addiessed fur c;ompliana:. The infonnation necessary to satisfY the dcficicnciQ must be
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t P1VJ~ im'n/;.JJI_fnJInn nfl"'- _winn nruI_.Jhtuol'll nlJttw>J nlnt. mttl m",n_fil'>J'l.'" ",( tlrit. r."''''~M''' ",it... I... ,t- 1
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tIeveloner w a ~ttdfve can! nece:uarv to mimmize off-site ftldimenlalion. T1re. JewdODf!fT should 1M D'It'd7'e
ItMi';"~ ~u;" activities and weather oondiiiQ1U may effel the uerIOrmtmce"of a lJnlCtice 01' ,hill I
JII1"Qf~ _ 8f1djmtmlconlrOl pba. The plan m'llS/ be ajlf!X.ib1e d~ with pruviaions t;' m~ or 6Jlbstitute I
)practicea - nece.Dll1)'. I
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317-773-8435
HAMILTON CO FSA
PAGE 0'3/13
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'/.,RE THE FOlLOWING ITEMS AnEQUA~LY ADpRESSED ON THE PLA:NS, !
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.Locat1O~ and Name of AD. Wetlands. I..a.kes and Water Courjla ?D. :m.d.. AdJacel1110 ~e S~ .
100 Year ~oodP~. FIoodway Fringes, and )JJoodways' (NQ(~ if None)
Soils Info~tion (q~c ~oils a~ present ie is eM rupwuihility of the o\fllmd~pcr tf1 .
;PnJII!.m-f~ dt" "";;.~t_,.,.iJ' ~Lmd. and In "him.. rJW'mrh ~m ~ tmI!frO";;bt~ v.tnH!t'mrI-r _t'!i~,) ,
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Locations of Specific roiu.~ Vihen S~ormwaifX-Ijisciulrge VYw i.1:a\'C mil: Site .
. . .
Idmtify All Recei!iDg Waten (lfDjsc/uage is lo.a~'MunlcipaIS1DmJS~ Mlentijjltlte
N~ of tlUJ.Mtmtdjtt:rI ~ortztirl dig mtUttt:ite Rmeiwns; W-dG')
P~1fRl J\--~.Wh~'S((!nri ~~re"'.'M':"y Ett~r' C...n!Un~~'M" f..--~~ if~)
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~oa. aDd. Apprn:rim~ J;)imeusJollS of,.AII Distarbed~ (l.~. .CDrul7uctiim Limi~
~ Il'hcnl- Vegdztivc CowrWill &~Shou!d be a-IyDtiPPJMlJ'
Soli Stoc1qJiIcs and or Bomlw AreaS (ShorrLocaticfu ur NlJldfNorte)
3B
T:I""''''''''T.n.... A. ''''''''' .~""~"'T'W1P"'1 n"'.............^L...M.. L"IY1""A'Plt'
.c,J.\;v~.l.v.t>{.I'll'u" ~.I!Iu.u'.l.b1"l J.. ~Vl.' .LJI.\..V J..'f~"V~L7
Se.qa.eGte of Whea Each Measure WiD. B~ bB,p1em.cnte.d ~ to&rth .lJiSMbingActiviti~)
MouiCorlag an~ Mabltea;uu:e Guidelia1.es for Each M'~n:
Pe~er Sed"went Coatrol Measures (~, ~on Detuil. ~~om. rint! S~JiCuti_)
TCIlr~r:....ry Seedmg (Sp=!l'i=ti~~: /''''.c.':::1i::g S~ .!~~ Fmfliur. ~~ and!~ PIf',:}
T~rary ErosioD and ~i CoDtrol MCasut'e:l
(;l.oclatiCia. Ccm3mtclYtm Ddafl. DUnt:tui0lt,f. and s/wCuiCl.ftiGrQ)
l'erm.aDeIlt Erosiot1 and Sed.i.oIettt Coa.troI M~
(,r ncmi!!!!. ('!"'!"~!r!.'C'!!cn D~m!o !)~oof!!!>~. 4!!d Sped,lkarl~J)
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Stonuwater'Outiet hutediOD (~ti"".,ComlnzctiqrJ J)emil. DimrJUioru. ~ Sp<<.fj;co.rit1tu)
Stable ConstnIctiOD Eofrana:' (Looation. CGiutntmmt peIail. Dittu!tUtoru. and Sp<<ifiaztidns)
Ens~ and ~eut Cootrol OIl ~di"d(lal BuiJd.irlg LoU (Sp<<ij~
Pr.nwI.- nt71f ~di~ (SnN.ifilYllions: /lIclwliJrv s-J Mfr. FDfiIiuJr_ Umt!.. Dn4 Muldl &1&tJ
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317-773-8435
HAMILTON CO FSA
PAGE 11':1/13
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TECHNJCA~ REVIEW
COlVfMENTS
Projec.t: lhuJE'''5-
Page) of~
I Note: All, erosion ana seOt#lenl iXlntro/ mMSures shbWrl On tire lJJOTU tl17d referenced in this review 1IlU$1 mut "the. I
lde.~~h criteria. standri. midmedRcations ouiiineJ in the "/~ditma Handbook (or Erosion Control in - t
, ,I D~lo1Ji~ Ar~" fTom lhe,Jnd;~~ Dsl'Qt1ment ofNmuraJ ResolIrces, Division "or80il Comervtltioll or similar I
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::;:OO~acClJICit~ly.{)h the plan view?
....:'2. . ',T)ie. PropOsed irees.:B.ri.d spacing will screen the view of the store from US4-3 L
,J1laf8ui~ine ~ut J:.don't want your client to r.emove tree~'ji:l:the: fIlP.!..re becaus~
'1J1eyblotld:IJ.eview of the stQre. . ,
, ..~:..3.. "tlOinw VAfV 11ftt", Al1rl1lt ,th", rtJ"ntC1 Qn..,.;;.,:;..,.:, -F"'r .,.J."" ~.....:..."................' 'T"i._ .._..:..Ui'....,......v
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riiiv "';hnnTrl ,h..::i.A......"..+....f,. ..~..,..:1~....t> +i..... ....~_Ir_ ...t..a~.rt.._ __"'" ~.&'..L~ - ___.n -. T'
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'.'1.. 1:-l'e~~y.r~viewer:l.:f1u;~ overali plan with:MarK Settiemyerwith Comerst{)ne
~ " ~:'. . j$ngfrieerlDg. I recoH,ID1ende<i the west channel be constructed prior ~ other dirt
.. w;ork~'!hiS woUld divert storm w:iter away from the construptiQJJ, site. A few rock
Cb,.eck:~wtjwd also be i.nstall~. I would like the channel to he seeG.~d as soon.
.~' poSSM~~.W.Quld these comments mesh with the mitigation plan~?
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.', CO~'SERJATI0t4':~ DEVELOPMENT ~ SE.LF-OOVl1KNlvmN''I'
" " .:AN EQUAl. (lPI'c:a,,1I>lrrY l;MPl.QYI\R"
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Department of
Community Services
To: Bob Hittle, American Consulting, Inc.
FlVm: Scott Brewer, Urban Forester - City of Carmel
cc: Laurence Lillig - DOCS,
Mark Settlemyre, Comerstone Surveys
Date: 09/05/00
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8EP S 2000
DOCS
Memo
Re: Kite Property (Lowe's Construction Plans) environmental mitigation plans
These comments concem the Environmental Mitigation Plan for the Kite Development (Lowe's
Commercial Center) on 146111 Street and U.S. Highway 31.
1. Individual plant materials should be labeled on the planting plan. Total numbers of the
individual species of plants should be listed of the plant schedule.
2. Red Maples (Acer rubrum) have trouble maintaining hardiness in this area. The number of this
species should be kept to a minimum.
3. Pin Oaks (Quercus palustris) should not be used. They have a very limited life in this
immediate area. Other Oak species should be substituted.
4. Plant material for this mitigation plan shall not substitute for plant material on the approved
landscaping plan, though it may supplement the approved plan.
5. Alternatives or additions to the tree and shrub species could include:
Black Gum
Nyssa sylvatica
Betula nigra
River Birch
American Hornbeam
Carpinus caroliniana
Dawn Redwood
Metasequoia glyptostroides
London Planetree
Platanus x acerifora
Yellowwood
Cladrastis kentukea
. Page 1
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Tri-Color Beech
Fagus sylvatica 'Roseo-marginata'
6. A combined set of plans needs to be submitted to this office that includes a revised set of
landscape plans and the environmental mitigation plans.
. Page 2
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bOCS 2000
Mark Settlemyer
Cornerstone Surveys, Inc.
5151 North Shadeland Ave.
Indianapolis, IN 46226
RE: Lowe's Retail Project
LETTER OF APPROVAL
The undersigned has reviewed the proposed plans for
Lowe's Retail Project
and has approved the plans subject to the following:
1. We are requesting that an additional fire hydrant be installed within 50 feet of the fire department
connection.
2. We are requesting signage/striping in front of the fire department connection indicating No
Parking.
3.
4.
5.
6.
Date: August 10. 2000
By: Gary Hoyt, Fire Marshal
Carmel Fire Department
I,
HAMILTON COUNW U
uu
,IlL Lib
317-773-2181
Fax: 317-776-1101
CONSERVATION DISTRICT
1108 South 9th Street · No b I e s v i II e · IN ~'4 6 () 6 0 - 3 745 .
Au!;;u:)lll, 2000
I Mr. Mark Settlemyre
Cornerstone Surveys Inc.
___________5151 North ShadelandAv~nue .. ___________n
- Indianapolis IN u4622o-~:--:-,~-_:--------------- .
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Lowe's Project at US 31and,146th"Street
Dear Mr. Settlemyre:.
I have reviewed the proposed-plan-aIidhavesome initial comments that need to be
addressed.
n __ ._~_.._._____
-------- · The wate~ay alonitilewestp)f._~~~~s~anintegral function of ~he s~~_<!!"!linag~_~_--=::=::,-,=___
plan because it diverts significant flow away from the building pad. When will
information bea"ailabU~J;Uhinkthis information should be included with,your ---:---
plans. . _'
· The outlet swale for the two existing storm sewers is being filled in the north-east
corner of the site. Plea~eshowhow drainage will be continued.
· How will the site be accessedfor construction? Please show construction
entrance.
· The erosion control plan shows the esisting pond in DanburyEstates being filled. .
Please show this. in detail onth~ grading plan. 401 and 404 permits are needed to
fill the pond. " . , .. . .
· For water quality benefits-.the~I1let and outlet pipes for pond #2 should be
disconnected.I?lealieshoW 4ischatge plan and profile for the outlet of pond #2.
· The sediment basins as-shoWn are located on the high side of the property. Most
of these silt basins will provide little function. The proposed ponds can also be
utilized for sediment basins. The size of e2.r;h basin and the outlet configuration
including elevations, needs to be specified. Elevations provide the needed
information to install the practice correctly. The diversion swales need to have a
flow direction and propo'sed channel elevations. The silt trap in the north-west
comer would seem to.serve little purpose.
· I would recommend seeding the idle land at the south end of the project at the
start of construction. The grass will provide additional buffer.
'"
I will provide a more formal review after additional information is received.
Sincerely, j} .....LL/
(U~1
~~'B. South
Cc: L. Lillig
CBij~RvATION ~ DEVELOPMENT ~ SELF-GOVERNMENT
"AN EQUAL OPPORTIJNITY EMPLOYER"
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Carmel "x..'ii~~';:D~JPartment
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Carm~Y~ 6032
August4,2000
Mark Settlemyre
Cornerstone Surveys, INC.
5151 North Shadeland Avenue
Indianapolis, IN 46226
RE: Lowe's Project/US 31 @ 146th Street
Job# 00-113
Dear Mr. Settlemyre:
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I have received and reviewed the construction documents for the above-
referenced project.
At the present time, I see nothing in the plans that would hamper lawen-
forcement efforts.
If we can be of any further assistance to you, please contact us.
Respectfully,
~~.~~f1'
Chief of Police
MDF:vb
cc: Dept. of Community Services
(317) 571.2500
rcement Agency
A Nationally Accredit
Fu (317) 571.2512
u
(j
OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317)562-9700 .FAX: (317)562-9800
DAn:
TO:
August 2, 2000
Department of Community Services
One Civic Square
Carmel, IN 46032
)-
Inti:
Laurence Lillig
FROM:
RE:
CSIIOB #:
Mark Settlemyre
US 31 @ 146th Street - Lowe's Project
00-113
comm:
(1) Copy of ALTA/ACSM Survey Sheet 2
(1) Copy of Topographic Survey
COMMEm: One and/or both of these sheets were inadvertently left out of the
Lowe's Construction Plans submitted on 8/1/00.
~
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OORNERSTONE SURVEYS, INO.
5151 NORTH SHADELAND A VENUE
INDIANAPOLIS, INDIANA 46226
PHONE: (317) 562-9700 FAX: (317) 562-9800
DATE :
July 28, 2000
TO:
Dept. of Community Services
. One Civic Square
Carmel, IN 46032
AnN:
Laurence Lillig
FROM:
BE:
CSIJOB#:
Mark Settlemyre
Lowe's Project on US 31 @ 146th Street
00-113
comm:
(1) Set of Construction Plans
(1) Copy of Ordinance No. Z-344
(1) Set of Drainage Calculations
COMMENTS: These plans are submitted for your review, comments and/or approval.
We are asking to be added to the Schedule for the August 17th
Technical Advisory Committee Meeting.
Thank you.
CcN.AJf!jll.fllf1Al~ ~~V6Y$1 ~
'/A~ ~-d1TZ8"Y,d
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JON SCHELLING
ViCe Prvsident
~
IC~F_
CONSTRUCTION, INC.
6610 N. 5HADELAND AVENUE
SUITE 200
INDIANAPOLIS, IN 46220
.317-577-5600 FAX 317-577-577-5605
Jschellmg@kiteco.com
www.kiteco.com