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CITY OF CARMEL - CLAY TOWNSHIP
��� � HAMILTON COUNTY, INDIANA
�aN �5 APP ATION FOR BOARD OF ZONING APPEALS ACTION
�
SPECIAL USE APPROVAL REQUEST
���� �
DOCKET NO. DATE RECEIVED:
1) Applicant: Woodland Countrv Club, Inc.
Address: 100 Woodland Lane, Carmel, IN 46032
2) Project Name: Golf Course Expansion Phone: 317/846-2588
Engineer/Architect: CDG Consulting, c/o Brian Sullivan Phone: _317/873-0106
Attorney: James J. Nelson Phone: 3l7/844-0106
3) Applicant's Status: (Check the appropriate response)
X (a) The applicant's name is on the deed to the property
(b) The applicant is the contract purchaser of the property
(c) Other:
4) If Item (3) (c) is checked, please complete the following:
Owner of the property involved:
Owner's address:
5) Record of Ownership:
Deed Book No.
Page: Purchase Date: See Exhibit "A-1"
6) Common address of the property involved: 100 Woodland Lane. Carmel, IN 46032
Legal description: See Exhibit "A"
Tax Map Parcel No.: See E�ibit "A-1"
1 t • �
7) State explanation of requested Special Use:
See Exhibit "B"
8) State reasons supporting the Special Use: (Additionally,complete the attached question sheet
entitled "Findings of Fact")
See Exhibit "C"
9} Present zoning of the property (give exact classification): "R-1" Residence District
10) Present use of the property: Golf Course/Countrv Club _
11) Describe the proposed use of the property: Golf CourselCountrv Club
12) Is the property: Owner occupied X
Renter occupied
Other
13) Are there any restrictions, laws, covenants, variances, special uses, or appeals filed in
connection with this property that would relate or affect its use for the specific purpose ofthis
application? If yes, give date and docket number, decision rendered and pertinent
explanation.
No
14) Has work for which this Application is being filed already started? If answer is yes, give
details: No
Building Permit Number: Builder:
I S) If proposed appeal is granted, when will the work commence?
Summer 2000
16) If the proposed appeal is granted,who will operate and/or use the proposed improvement for
which this application has been filed?
The A�plicant its successors and assigns and members
, , . �
NOTE:
LEGAL NOTICE shall be published in The Noblesville Daily Ledger a MANDATORY
twenty-five (25) days prior to the public hearing date and should be published in the next available
publication date of The Carmel News Tribune. The certified "Proof of Publication"affidavits of both
newspapers must be available for inspection the night of the hearing.
LEGAL NOTICE to all adjoining and abutting property owners is also MANDATORY,two
methods of notice are recommended:
1) CERTIFIED MAIL-RETURN RECEIPT REQLTESTED sent to adjoining and abutting
property owners. (The white receipt should be stamped by the Post Office at least twenty-five
(25) days prior to the public hearing date).
2) HAND DELIVERED to adjoining and abutting property owners(A receipt signed by the
adjoining and abutting property owner acknowledging the twenty-five(25)day notice should
be kept for verification that the notice was completed).
REALIZE THE BURDEN OF PROOF FOR ALL NOTICES IS THE RESPONSIBILITY OF THE
APPLICANT. AGAIN,THIS TASK MUST BE COMPLETED AT LEAST TWENTY-FIVE(25}
DAYS PRIOR TO PUBLIC HEARING DATE.
The applicant understands that docket numbers will not be assigned until all supportin�
information has been submitted to the Department of Communitv Services.
The applicant certifies by signing this application that he/she has been advised that all
representations of the Department of Community Services are advisory only and that the applicant
should rely on appropriate subdivision and zoning ordinance and/or the legal advise of his/her
attorney.
I, Jon Ogle, Auditor of Hannilton County, Indiana, certify that the attached affidavit is a true
and complete listing of the adjoining and adjacent property owners of the property described
herewith.
� , : • •
AFFIDAVIT
I, James J. Nelson, Attorney for the Applicant and Owner of the property involved in this
application, hereby swear that the foregoing signatures, statements and answers herein contained and
the information herewith submitted are in all aspects true and correct to the best of my knowledge
and belief.
. ames J. Ne on,
Attorne r Applicant and Owner
STATE OF 1NDIANA )
) SS:
COUNTY OF HAMILTON )
Before me, a Notary Public, in and for said County and State, personally appeared James J.
Nelson, Attorney for Applicant and Owner, and acknowledged the execution of the foregoing.
WITNESS my hand and Notarial Seal this 25`� d�y of Janua 2000. :' . q
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My Commission Expires: essi' a M Bauer, Notary Public
July 6, 2006 R �ding in Marion County :; _,'`��''�
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" . �` 8900961
WARRANTY DEED
THIS INDENTIIRE WITNESSETH, That Thomas J. Aolland, Linda G.
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Trauth, Sharon Logan, Patricia A. Holland, William M. Holland III
tHolland Children Partnership) ('Grantor") of Hamilton County, in the
- State of Zndiana, CCNVEY AND WARRANT to �Toodland Count�ry Club,
Inc., an Indiana Not-For-Profit Corporation of Hamilton County, in the
State of Zndiana, for the sum of One and Nu/100 Dollars (51.00) and
other. valuable consideration, the receipt of which is hereby
� acknowledged, the follawinq described real estate in Hamilton CountY.
� fn the Sta�e of Indiana.
Part of the West ftalf of Section 6, Township 17 North, Ranqe
4 East in Clay Township, Hamilton County, Indsana more
particularly described as follows:
� Commencinq at the Southwest corr.er of said Half Section;
thence North alonq the West line thereof 2104.92 feet;
thence East parallel with the South line of said Half
� Section 1683.00 feet; thence North parallel with the East
line of said Half Section 1634.83 feet to the POINT OF
BEGINNII3G of this description: ther,ce contfnuinq North
� ' parallel with the East liae of said Half Section 220.00 feet
� more or less; thence West parallel with the South line of
said Half Section 627.00 feet; thence South parallel wiCh
the West Iine of said Half Section 220.00 f �et; thence Sast
� parallEl with the South line of said 8alf Section 623.D0
feet, more or less, to the place of beginning, containinq
3.16 acres, more or lsss.
The address of such real estate is commonly known as
__.._ c� n
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,' SUBJECT TO R�HE :fOLLOWING �CCI3PTIONS: � � `�' �r�*.
� '^.�.� �c�
i 1, Easements, restrictions and rights of way of �e�"d.w ��
:r=.:-� cs ._.P*t
� � 2. Current taxes not delinquent. - .• -. M -:v
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j This Mstrumment Recorded.L.L__1499 �
� � SAaron K.C9erry.Recorder.NamiNon G::::i�;.�rd
� IN WITNESS WHEREOP, Grantar has executed this deed this ?,Z
� f day of �,,�,,,(,�,,, , 1988.
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� Holland Children Partnership:
DVI Y gN1'ER.PlD iMR T4 XA'rTnN
� S�:-'`tetK�•- :i.,w�•oof+p.rm.• .. _ .�'9r HY�
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; 1�n.�, \ -� , ,ti +l i� �/ 1e-�.i �
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� ��a� Th mas J. H lland, Partner
� iiwd i ����o..�-- C'jft-C'�—�„2/
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EX BIT
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_ . � �I�L�13�ANTY� DEED
. THIS INDENTURE WITNESSETH, th"at HOLLAND CHILUREI3 PI►RTN_P,RSHIP.,
(hereinafter � refersed to as "Grantor•), an Indiana General
. Partnereh.ip orqanized and oxisting under t4e laws of the State oi
Indiana, CON�TBYS AND W1►RRANTS to WObDLAND. COUNTRY CLUB, INC.,
. (hereinafter referred to as "Grantee•), an Incliana •Not-For-Profit
Corporat:on, for and in conaideration of the sum of' Ten and no/100
`r pollars ($1-0.00) and othsr gvod azd valuable conB'iderntion, the
' �;- - , seceigt and eufficiency of whi:h are hereby acknowledqedi t?:e �
� fol�owing described Real Estate in Hamilton Cousity, in the SLate
�::,. � of Indiana, to-wit:
- r':.._
� SEE SXHIBIT "A" �TTACHSD FiERBTO
*''�1.... .: �,a.,,�, .
p� Subject to taxes for 1992, payable ia 1993, and subject to
" �` � ' taxee payable thereaftsr.
�� '
' i Subject to easementa, restri� tioris, covenants and aqreementa
;:;� of record.
.� _"
- �' Grantor fuz-ther certifiee that there. ia no Gross Inco�e Tax
� due the State of Indiana at this time in respect to �chis
� conveyance..
.� �;,�, Tax bi'lls;ahould be sent to Grantee at the address of r.he Real
C
gstate unless otheswiae indiaated below.
�� � � The uriders'iqned person executing this deEd on behaZf ot
; � ''� Grantor represents and certifies that she is a General P�rtner of
' �"S� �` � Grantor and• that she is �'ully empowered',, on:behalf' of Grantor, Lo
2:�J . '
, - • execute and 'deliver this deed; that G�tsnto� has ful'1 capacity to
; convey the real estate described ,herein; and that a11 neces�azy
' ; action ior the makinQ of snch cbnveyance has t�een taken a�a aone.
�
��L � { IN WITNESS _j�REOF, Grantor has 'caus_d this deed to be
"` -='^�^� executed thi's ,1� day of Dacember, 1�93-
� '
' ' DULY ENTERE:D Fn'' .T.�'• �Y HOLLAND CHII,DREN PARTNBRSHIP
� B,�b;^et t�!-. .• . :.::er ,
� An. Zndiana General Partnership
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� �:c:wr
i - ;:% o• , :wuccunh BY'� � �l
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I Parcel o/7-/�-L�e CC}�-l�.�/._�`c� Mary ha n oqan,
General artner
I STATE OF INDI�NA )
`;'� s DEC 2.ti ?993
� CaUNT'Y' JF HAtiILTON ) 5. TNsh�entReco�
�; Satai K(�t�r.;R^r.�;.'a.Ha;...._ x.y�L4
' Before me, a Notary Public in and :for said Co-�ulty and State,
i personally aFpeared 1tiARY SHARON LOGAN., a General Partner, of
! ' �0��"C�ILDREN' pARTNERSAIP, An Indiana 'General Partnership, and
' who acknow_edqed execution of the foreqoinq Beed �or and on bphalf
. of said GranLOr, and who, havinq been d�ily sworn, stated that tba
representatians therein contai:ned are true.
Witness my hand and Notarial S 1 s day of December,
r 1993.
MY COMMZSSION E%PZRES:
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GOUNTY OF RESIDENCE: � lC -- h, � •
Printed
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`�/ y W�I:LIAM p.QL�EN �`?
�y�,Sj ^ Lra F1Y.'OM�;5:101EXP�H£S: 6.30.96 � " : , t:�
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\ � 6fY C;;JNTY JF RE51�6N6fi i8:F1i,HIE7oM '.-�
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This instrument prepared b}� Ruaeell L. Jones, Attorney at Law,
11`711 North Pennsylvania Street, Suite 109, Carmel, Iadiana 46032.
Return deed to
Send tax bill to 1Ct> ��'��. I 1_n�,� � ,•,�- r ` ,Y,N c 7N y�-� 3;L.
9]�is�olour a��wrap�r[�pc�l\vaodnoll.Qoo
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Tract I:
��rt of the West;�Half of!Section 6,Township 17 North,,Range-+casc of the Second Principal
M�zridian in Clay Townslup,Hamilwn County,Indiana,morc particWarly described as follows:
Commencing at the Souttiwest comer ot said West.Haif; thence North 00 degrees 28 minaus
42 seconds West,(assumed bearing), on and along the West luie af said'West Fia;f,"a distanCe
of 2429.50 feet to�the Point of Beginnin�;:thence'North 89 degre�;.56 minutes I5;seconds East
.:
190.SO feet;thence South 00,degrees 28 minutes�42-sec:onds East: '
_. . P?�1e1-with;the West line of
said Wesi Half, a d:stance of.'312.52 feet to ttie Nortti line and the exte.nsion thereof, of
Woodland Golf Club Subdivision, Fourth Section,.a subdir_'sion in Hamilton County,Intliana,
the plat oflwhich is recorded in Plat Boak 2, page 62 in:the Office of the Recorder of said
county; theace North 89 degrees 56 minutes 15 seconds East,:on said North line,a distance of'
1492:50 feet; thence NorFh QO„degrees 03 saconds 45 minutes Westt 16Z3.90 feet to the South
line of land dc,gcribod�in a de�' to V1`bodlar:d Coantry (;lub, Inc., recorded as,instn�ment
Number 89-0a961 in the Of_fice oP said Recorder; chence South 89 ilegrees 53 minutes 49
� seconds We„�t on said Soytl►line,a distance of 626:T1'feet;';thence South 00 degrees 04 minutes
00 seconds Fast 403.28 feet,d"ence,South 89 degrees 42 minutes 43,seconds West 1U59.45 feet
to the West line of the Nortiiwest Quarter of said Section 6;then�,e.South 00'degrees 00 minutes
OG seconds Wesc on.sa;d Vl�est 7ine, a distance of 677.66 f�trto a po;nt, said point being tke
Southeast corne;of the Northeasr Quarter of Secticn 1, Township 17 North, Rar.ge 3 East;
thence South 00 degrees 28 minutes 42 seconds E I3.20 feet to the::Southwest comer of the
Northwest Quarter,of,°said Sectior,6;thence continuing South�0 degrees 28 minute§42 seconds
Fast;on the West:line�of ttie West Hyf oY said SecGon 6,a distarice of'212.64 feet to the Point
of Beginning; conraining;5:1.596 acres, more or less.
9mr°n�;',s,.r'�7�t�,T�.:::�l.W
EXHIBIT f/ �
93G 3 99�
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� ;lAR!tA:aTY_�EED :�^ ���.PAG° �2�
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, THIS T�IDEVTli_�. ?•J�=_:�SSET_:i., Th�t; .T�;ciE DIDDEL STEVEVS, JUDITFI
AAIN DIDDEL FISHEP., JOH'� B_'-_Z3EP S;.EVENS, THADDEUS Kc^.AIT STEVE:VS, KATHEP.Ii
?:�`�L�T�� CAL.DT��LL (,=or�arly knoc,m as Katherine A�anda Stevens) , 47ILLIAi4
ROBERT FISHc.Z, CP.ISiEV LE� SJSKI (=ormerly known as Cristen-Lee Fisher'
L!��E ALLISOiI FISHER and JL�ITii �'�`J DIDDEL FISHER, as Trsstee for
C�
�'� Lauren Fisher an3 �:atnryn =isher �laadel�nd, (formerly kno�,m as Kathryn
CJ)
� Fisher) o� Ly.coning Count�, in the State of Pennsylvania, CO�iVEy AND
[dAP.R3NT to ZJoodland Count� Club, Inc. , an Indiana Not For Profit
Gorporation of Hamilton County, in the State of Indiana, for the sum
, of Oae Do11ar ($1..O�J) and� other valuable consideration, the receipt
,� of cahich is hereby ac�:nowledaed, the following described real estate
-• �
. . � s �
` 28� �2�
in Hamilton Countv, i.n the State of Indiana�6-� n�c !„I � ?�
� . �1 �art of i�e NorthHest Quarte"r znd tne�iortheast �uarter and the Soutnwesi � :=� Q
Quarter oi SectioZ 6, Towaship 17 �Torth, Range 4 East iu tiamilton Count,�, z °-' ' c°�
Indiana, more particularly described as foliows: � ��.� o
� _ � � � �
Cor:i�encing at the �Iorthwasi corner oi:the IVorthwQSt Quarter of Section 6, H � �
Township i7 Nortn. Range 4 Fast in Hamilton.Countf, Indiana; thence Nor�. a � �i �
39 degrees 18 ininutes 16 seconds £ast �assumed bear-ing) on and along tne � T���
Nor`� liae oi said Quarter and ihe North line of tne Northeast Quar.ter 2846,al Q ��'�� �
�e�t to the place of beginriing; tnence South 00 degrees 41 minutes 44 seconds � �� j:
Eaa*. 20.00 feet�to the Southerly right-of-way lin�;of _1-16th Straet per I. S.H. C. ��i S�
plaris 5-165(4) dated 1960; the"nce Soutn 76 degrees 3`9' minutes 16 seconds East � v'��
� onr�nd along said r-ight-o2-way fthe following thre� calls.are on and along said � J ,���
Soutaerl,� right-of-way) 1�03: 08,feet- thenca Sout:� 89 degi-ees 52 minu#es'20 A � ���
�
seconds EasE 350, 04' feet; thence South 87 degrees "_9 si�utzs �1 seconds East (��,�
�IAO, 13 feet; tnence Squth 49 degrees 37 rr.inutes.2S s.econds East 126. 28 ieet j '�.'
to the:TJVesterly r,ight-of way oi Keystone A�enue.(U.S. �A31) per I,S.H_C, (
pla�s S-iCa(�ii da'ted'i�'o�,; i.'n`ence :Ot1LR �73 d°bIS�@S jO II:IARYe3 27 secoeus �as� �z
. o, _
on and along said `Vesterly right-of-way (the ioliowing sis calls are on and '" �
a1on� said West right-of-way) 200,25 feet; theace South'00 degrees 0.3 minu`ws -r �
44 second� East �00.03'feet; thence South 02 degrees_ 29 minntes 48 secands^ °
East a00. 18 feet• thence South�00 degrees 46 �inutes a2 `seconds East 80Q. OQ o .
;aet; thence South 01 degr,ees 53 minutes 57 seconds tiVest 150. 13 fset; thence �
Sou�h 02 degr�es 52 minutes �2 seconds East 15p, 10 feet; #hence South 00 degrees �
^.
_
16 m�autes 44 seconds,':East 279. 09 feet to the Northeast corner of Lot fi5 in W
`�oodlaad Golt Club Subdivision, 3rd, as recorded i:i Plaf:Book 2, paae 22 ia , � o
the Oifice oi the Recorder, oi�I-�amilton County, Ind�aea, (the following fiv� calls ° G
are on and alorg the Eoun�ary:of said subdivision); thence S�uth 89 degrees 37 C w .
rninutes 20 secon�s �TJest 1'29,a2 fzet to the \TOrtueast corner of Lot 6a; thence � W
South 8S degrees 2� minutes 1O.seconds `Vest 131,$0 7eet �o tlie 5outheast corner= �:
of Lvt 56;.thence �IorYh 36 degrees 54 minutes 18 seco.nds West on and along = w
the �asterly Iine ot Lots .56, 5�, 54 and 53, 675. 35 feet to the North lin�of I.ot t ^
53; i:�ence North 87 degr.ees 07 riiinut�s 18 seconds tiVest 202, 83 feet to the
T�vest Iin? of said subdivision; tlience South O1 deo-ees 35 minpEes 0? seconds
' �ast ?50.72 ieet to the I�Torth Linz oi Jordan tiVoods, FiiEh Section , as rec�rded
� :a Plat Book 2, pages' 262-263 in the Orfice of th2 Re�order of Hamil+.,on �ounty,
Icdiar.�; ihence 5ou=.h E� degrees �1�mir.utes Oti seconds �Ves:t on and a1oc�.o the
tiorth Liae o� said subdiv'ssion 30. 80 feet to the ��esE line of said subdivision;
tnznce South 00 debrees 3� minutes 56 seconds East on and alqng the tiTJest line
oF sa:d isi�tidivision.632, 00 feet to +.he Northeast corner o2 �Voodland Gols'Ciub
Su�division; ,Sie.th Section, as recorded in Plat Book 2, page 162 in the O.'iice "
of the Record"er or Hamiltan County, indiaca; thence South 89 d2gr�es 5o min-. .
� uies 15 seconds LV�est o�and along the 1`ort`� line.of said subdivision and the
��rt'� line of'�?�loodland Golf Club Subdivision, Four� Ssction, as recorded
, in Plat ?3ook 2, page 62 in the Oifice of the Recorder oi Hamilton County,
L�dana, 968.�7'fset; thence North 00 degrees'24 minutes 20��seconds Zilest
1831. 21 feeE to the South line o�ti�ioodland Goli Club 2nd Subdivision, as
rzcorded in P?at Eook 137, page 2'F4 in the Or;ica of the gecorc�er oi HamilLnn ,
Coe:�t;�, Ir_dia::a; (the foLowia� e�aht call's are on the bo�r,dary of s2id suodi�ision);
_,. . _ ,-�.� '�' ��re�� J9 *_-?r._`�s ?3 seccn�s L'as� 1�5. 1� f�et �o the Se•:t��ast
`+�''-.:i GT T'�C �J.; :�8:-^•C!.'. C01i.7 :.�Z i.��T't'L� :ti I:1'_.^.li4CS 'J� :2C0:�S �csS :J. v� Z°°C; •
_ � . - � ----
.
• ihecce South o"9 degrees 02 r_:ir.;:tes 5= seco:�ds East 125. 0,0�feet to th� l�orth-
� tivest coraer oi Lot �9; 'th2nce Souf'r. Oz degrees 34 minutes_OZ seconds 1��i2st a°
356. �0 i�ef to the Soutki�+;est cor�er oi Lot �0; thenca Dlorth 6S degrees 20 minutes °
�5 sec�r.ds East 1Qo". 90 ieeY io.an az�le poi�t,in the Sou`�n line of Lot.�O; thence �
Son±� 32 ceg:�es 43 minufes 05 seco��s Ea;t 65. 00 i,eet#o ttie Southv�est corner �
of Iat 51; ther_ce South 56 dzgrees 53 minutes 06 seconds EasE 154.88 feet to aa �
' . angle point in the South li"ne oi Lot �1; thence South 84 degre�s 1? mizutes 53
secor.ds Eas# �0, 00 ieet to the Souiaeast co:ner of Lot 51; thence Soutn 89 degrees .
, 26 ininu��s 39 secor_ds.East 39"_. 2,5 ;eet to the Wesferly right-of-�vay of�Vood- . � �
land Drive; thence \orth 01_ �e�rees 35 raiautes 07 �seconds titi'esE on and along
s>id rigat-of-wa}- 1;3�.�5,fee=. Y� ar. angle ��int in said right-of-way; thence '�
�;orth 5� de�rees 56 i*rinutes 06 szconds ti`�es: on ancl a3ona said right-o;-way �
33, 31 feet to tize intersection ot said riont-of-��tay and �he Soutnerly pro.Iongation
o� t?�2 East line of said �`'ood�aad Goli Ciub Subdivis.ion 2nd SecGion; theace i\o:th
03 d�grees C3 minu�es 23 seconu� `ast on and along.the prolongation and tne
East Lne of said sLbdivision:5�"o. 9= iset to the Northeast corner of Lot 42 in
said subdi�isioa (t!?`e followirg t�e?ve calls are on the 6ound'ary of said subdivision);
ti�ence Nortn 81 degrees .50 minutes 07 seconds �Vest i84.38 7eet to the Nortneast
corner oi Lot 40; t�ence,Sou�h S3.a�grees 23 m inutes 05 seconds West 12�, 84
feet to tha. Northeast corner oi Lo± 39; thencz South 77 degrees 46 minutes 46
s�conds ZT�est gq2nd a_lorig tne Nor�:� line o; L.ots 39 and 38`to the Northeasz corner
o: L.ot 35'; tnea�e South 81 degrees 3� miautes 46 seconds `;lest on and alona t'�e
Norih l�ine:o: Lot 36, 225..'00 fee: to Yhe right-of-.vay of��loodlaad Drive; tnence .
North Oo degrees 361'minutes la seconds �'�est on and along said rioht-of-�ay
40. QO feet; bhen�e North 30 d'odre2s 42 min�tes 14 seconds `Vest oa and along
sai� right-of-�vay 4'0. 00 feet; tnence Nortn 59 degrees 35.minutes 14 seconds
�9est on and a?ong �aid:rigfit-oi-�vay 50. 00 feet; thence North 84 degrees 28
minu�es 14 seconds T'Yes± oa.azd along said rioht-of-way 50, 00 feet; tnence �
Sou�a 47 degrees O6 minutes 46 seco�ds Z�est on and alona said right-o:-�vay :
75. 0� feet; thznce South'70 de�rees �3 minates b2 secocds �Vest 105. �9 feet •
on and along the r:ight=of-wzy to the intersection of said r-ight-ol-��ray arid the
'i;ortherly prolgaoa€ion of�he �tJest line oi Lot 3a; thence South OS deorees 47
, mir.utas'37 seco�ds East on a:�c? alono th� prolongation and the `Yest line flf
, Lot 3�,, 133. 28 fee't to th2 �orthwest corner of L.ot 35; thence South 03 deor�es
, 21 -=:inutes ''3 seco�c'G `.�'est 1�?,�?1 :ee: .o th= Southwes. corner ot I.ot 35;
thence ;7orth E7 de,rees 55 minu!es 2o seconels l�'est�on and alono a line �vhich
• ' . ' � � •
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passes through a iound stone per County Surve}'or's Records. a distance or
�}a6. 86 feet'to the East line oi�xlood Valley Estates,, as recorded in Plat Book �
3, �age 60 in th�.Gffice or �h� Recorder oi HarnilEon Cbunty, Indiana: thence �
North 00 degrees 07�minutes 50 seconds ��les€ on and along said East line oi . � �
said subdivision, 33;1;:68'�reef'to a concrete rnonument 13.00 ieet South 00 degree$ �
07 minutes 50 seconds East-iro,m the Northeast corner oi said subdivision; thenc�'�, W'
South 87 degrees 00 m,inufes 45 seconds East 19.43 reet; thence i\orth 18 degrees��'�
21 minutes 15 seconds East 71. 31 ieef to the right-of-way oi V400dland Drive, �;
scid point beina a poi;nt'on a curve which bears South �9 degrees 29 minutes 4� � � ;
seconds West 410_ 00 feef ir-om its radius poi'nt; thence on and along said rioht- I�
oi-�:ay'and curve to the righf an arc distance o; 67. 91 feet to tlie point of tangenE ,�
said point bears South 68' degrees 59 minutes 11 secoads ti��est 41.0, O�J ieet"rror_^ ��
its radius point; thence North 21 d�grees 00 m'inutes ?9 seconds �j'est on and
along said right oi-svay 215:80 �eet to the intersection of said riant-oi-�*;ay and
the Southerly line oi �Voodland Golt Club SuSdi�-ision, lst Secfion, as record�d
in P1at Boolc 136, paoes 54'� and 546, in the Giiice oi tfie Recorder oi Hamiiton
Counfy, I'ndiana, said infer:sectiop being a point on a curve �vhich bears South Oo
' degrees 5.1 minutes.34 seconds East 195. 00 reet lroa: its radius point; tnence
' \ortheasterlv on and along said
' Southeriy line and curv° to khe ieft an are distzace oi 234: S3 feet to �ne South-
�vest corner of Lot 23`�in said subdivision, that oear.s South 75 degrees 42 minutes
3? seconds East•3.95.OU.f�at irom its radius poiet; thence South 75 degrees a�
rninutes 37 seconds �asY on and along the South line of said Lot 23, 213;38 fee�
#o th� Southeast corner of, Lot 23; thence North 44 deorees 27 minutes 05 seconds
East on'and alon� khe Easterly line of Lots 2.3, 2a. 25', 26.and 27 in said subdi- .
` visian 681,00 feet to.tfie South�est corner of Lot 31; �hence ?�orth 6"o de�rees 08
minutes �0 s2conds`East o'n aad along the Southerly line of Lots 31, 32 and 33,
435. 1:0 feet to the Southeast'corner of Lot 33; thence North 00 degrees 41 minu�ey
�1 secands �5!est on.aad alang the �ast lin� of Lot 33, 127„00 feet to the �Iorth .
Iine oi the Northwest Q�a�_r: :hence N�r•�n 89 deg:ees 13 minutes 16 s�conds
E-sC oa a'nd alo:ng�the North line 581, 41 feet i� the place of �e�ir.ni:7, contaizi��
. ??�,a, i'�qO 2CI'2�, r�ore or le�s. Sub.ject to all le�al �3S°Cl?:t5 3fi� I':l,..5-02—:J3�-
, , —..__ • � —_
� �_ ����� - %��:
� °�;��;r+,---�_--3-�-- a' .
IN �dITNESS [JHEREOi, Grantors have executed this deed this
�
v�9 day of Septe�ber, 197�.
; ,
_�
� �:,t.i�C (L�-�.R��� �L�-v'(SEAL) �',�/ v�-�.,<,G�r.� .�-f�/���
Jt�]E DI'DDEL ST YE1�S � KATHERINE AMANDA CALDWELL
' (formerly known as Ihatherine
�/ in��o�� �%�-�-r"� E� Amanda Stevens)
f'� )
JUDITH ANN DIDDEL ISHER -
. , � %
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r���'GGl�� C.�-GG-'����i�S�P_L) �l�� �:�,���� ,r���-�.:.�.;_ (SEAL)
JOHN BAP.BER STEUENS CP.IBLEN LEE SUSKI
' (formerly known as Cristen Lee
; �,l 'p ( Fisher)
6'iu��D� �. - FAL)
DDEU� K TE .NS �
, � ..`' � • �
�, �, � �-
- .`\� y 1/ � I,) � AL)
WIL,.IAM ROBERT FISHER� JUDITH ANN DIDDEL FyISH£R
�g � ,� as Trustee for ,Laiiren Fisher and
' ���I�L-t-t-c�✓�'''.C��CSEAL) Ka�hryn Fisher Vaadeland,
' VE ALLISOYI FISHER (formerly known as Kathryn Fisher)
I This instrument prepared by Leroy K. New, attorney at law.
, STATE OF /�/-=�ni�s y,C t1 ti r✓,�)
, ) SS:
COUNTY OF �i ° v A )
Before me, a Notary Public in and for said County and State,
personally appeared JANE DIDDEL STEVEIdS, JOHN BARBER STEVENS and
ICATHEF.INE ,AMANDA CAIsD:dELL (formerly known as Katherine Amanda Stevens)
who ac�:no�aledged the, .execution of the foregoing Warranty Deed, and
who, having been auiy sworn, stated that any representations therein
contained are true.
Witriess my hand and :dotarial Seal this ;2� day.of Sept.ember,
1975- . , . .
'� 'y' ��,'. .
. . jJU.�..�.�.. f��..�.-� `7��.;,..' : :;- ::`-
,, ; _ ._; ..
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( �int) ,(3�°2 _hr.a ,C�� '•�it�nJ 7t�:�7T�s.� .
ilotary Pu 1ic _ _ � �•.
:G.
My commiss'ion expires: •;;�••-••�''; �
`,�,.�_,�::
:�•�>.ax'WAT1S:!iGTF�Y?Jdl� �
'r'YSNIP.,dl'uo%. Cu.
C;�i�i�: .�N
�`(:C'�3{:a"i6i+�'%X?tRcS APRII 12,1i77
:me+Y1;P�=,h?��ii%a%idl�aial Px.�tar'A�
t . ' . _ , ' • •
STATE OF� .��/�J�U s.Y�,IJt1�/iiq ); � '
' / '� SS: 000•�_PQG�
COUNTY OF ��a � R )
Before me, a Notary Public in and for said County and State,
persunally appeared ^1HADDEUS I:EVT STEV�NS who acknowledged the
execution of the foregoing �Jarranty Deed, and �oho, having been duly
sworn, stated that any representations therein contained are true.
Witness my Yiand and Notarial Seal this z5' day o�--Sep;�tember,
1975. �
.. _ ...... .. . ..._ ..,_.. ..._•. _.. . � ._. _. 2t�._. . -- -----
�5a..��✓ ���.�,..... .�c�ir',��
. : ,.;,;.. ..�..�. ..
- ..., � �•. �
�'Pr�nt)_ r�Ar2 /hNPf? •' .%r/;J ��R�-S�'�
My commission. expires: Notary Publ.i�.:. � -.
y�E:?Y>,�;;'..�Lfl�TiS"NOi.4RY.?SP1.� _ '
-i�:,'y�ea�=0lTf�w�i�.:P.'TiOS.'1'WUt1iY-. ,•} ; ,
Li7 iir�ia�tOti'fXf19t��r'RIL;;18;19n .... •
,'�'��.�.°esxr)y�la'�ssw�Uonot�cttt!e4 • • �.� ;
STATE OF �n+'4i.RNR )
) SS: ' -
COUNTY OF- f 7R R l 0/� ) •
Before me, a Notary Public in and for said County and State,
personally appeared WILLIAM ROBERT FISHER who ackno�aledged the
• execution of the foregoing Warranty Deed, and who, having been duly
s�aorn, stated that any renresentations therein contained are true:
„„„�,,.,
t�- .•',.:';�'` �C ••:.,•
Witness my hand and Notarial Seal this � day: qf:.Se�tesb�er,
, ,. .
1975. : ._: ' - " =
- r�. `�=
• <_ Cri�=�lC �- (_:!•� : �`
. - ,
(Print) �/ri�Ra� �, • �,d,�"'��.
My commission expires: Notary Pu lic
_�f��-� �2 %9��
STATE OF �//�,qI,E"Sv>� )
) SS:
CO[J�1TY OF .:.l?,��f-- ) .
Before me, a Notary Public in and for said County and State,
personally appeared JUDITH Ai.�IN•DIDDEL I'ISHER and JUDITH A^]t� DIDDEL
FTSHER, as Trustee foz Lauren Fisher and Kathryn Fisher Vaadeland
(formerly -known as Kathryn Fisher) who acknowledged the execution
of the foregoing Warranty D2ed, and taho, having been duly s�r�orn,
sta;ted that any representatior_s;th�rein contained are true.
Witness my hand and i:io�ari'��' Gea- '• i ' day of September, 1975
� ,. ;.T,—� �, ���--r7/ z–..
, . ' �/iL_ /
.Zy commission...exgires: ' � (print) ''�',%�%(� �?/j����
�� • -� � Notary Public
- :��'._.� . ! �
, • �.
STATE OF ���,�/Yk.l'��' ) ��.. �t��A:,�"�
) SS.:
COU\TY OF ,C.����'� )
Before me, a Notar� Public in and for said County and Stat�
personally appeared LAiyE ALLISOV FISHER G�ho acknowledged the execution
of the foregoing Ldarranty Deed, and who, having been duly scaorn, stated
that any representations tnerein contained are true.
Witness my nand and Notarial ,Sea1 this �h day of September,
1975.
. -
��
j � -' �� -•'+; �',��1�!��''
(print) -`J :% �v` �L=�•���4. - •_ 1�� �'�:
,, � Nota Pu61ic:T ?\r,. • , .
. My commission expires. ' � �� �f
z.� '?��r 7�r : ' � -
. i�::r:v P:,:-. <o C� �f � ?� ' (o.����n. ' � `
�:yCc_•cis.or ,.a 1 19,�i��'� 2' - - - �--..._ .t��� 1?", ��, � Jl
. . . . �'',�,',.+�'� ]'�`.1j. .' .
����i.n�».�..,.
STATE OF Pr-N;�s � � �'a��,a > /f� �
� ) SS: 7Cis Instrument Recnrded, ���"� lg��
COLTNTY OF �/a.G A ) 1UfiE hL HEDGE$,RECORDER,HAGIILTON COU;ITY,1t�D.
Before me, a Notary Public in and for said County and State,
personally appeared CRISTi�t LEE S'JSRI (formerly kno�m as Cristen
Lee Fisher) who acknowledged the execution of the foregoing Warranty
Deed, and who, having been duly sworn, stated that any representations
therein contained ar-e true.
Witness my hand and Notarial Seal this �,S day of Septe�ber,
1975. -
. ' '��i:\1.;��;�-_'.
��,�__�� .�.�..�..;.:,1/�;��._ -'_
,. : .:, : _
. <Print) ,t3Ai�d i� �?/J /'�'r.�,n.' ZJh 7Ts
Notary. Pu li�c:•. _
My commission expires: •
ti•�n�ae n�iv•Y•`te �"t'-hY.�;�'t
. �s':1!ii4.a-T�:4�'S�i-P.T.C'P.A G�Y -. -.___..
�'�.Y'��7H���°IRiS iS�2�.13..3T1
�Lei�P emsYy?�r+a AiscGatWnoi Not�'�
This instrul.ent �•ias prepared by Leroy K. New, attorney at law ,
, � �
EXH�IBIT'"A-1"
TAX MAP`PARCEL`NUlVI��Eit
Parcel 1
A. 79:8 acres
B. Parcel #17-14-06-00-00-001..000 .
C. Deed Book 284 Page 424-430
D. Date: September 1975
Par.cel2
A. 34.2 acres
B. Parcel #17-14-06-00-00-020.000
C. Deed Book 284 Page 424-430
D. Date: September 1975
Parcel3
A. 3.16 acres
B. `Parcel # 17-14-06-00-00-021:001
C. Inst. # 89 00961
D. Date: September22, 1988
Parcel 4
A. 51.596 aeres
B. Parcel # 17-14-06-0�0-00'-02�1.000 �
C. Instrument# 9363998
D. Date: Decem6er 15, 1�993
�. - . :, , �, ;��
, _�,
• �•'. '
EXI��IT ��,�;, ,
EXPI�ANATION OF�QU-ES'['ED° �� : .
SPECIAI,�USE�APPRO�AI;: . : '�; � . �
The Applicant is the owner of the real estate described'on Exhibit A, hereto,
containing 168 acres, and located in the Southwest quadrant of E. 116"' Street and
Keystone Avenue and zoning R-1 Residence District.
Since the mid 1950's,.the real estate�has been use�i,as a'golf course/country
club. The Applicantis requesting a Special Use to permit�the redesign and expansion
of the existin olf course ursuant to the laris�filed simul
g g , p p - taneously herewith.
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_ EX�IIBIT C . :'
- CA-RMEL%CLAY BOARD,OF.ZONING APPE�LS
. . CARIVIEL,.INDIANA
Docket No.: � .
�;
Petitioner: Woodland Country Club �
� FINDINGS OF FAC'Y' -SPECIAL 'i1SE -
1. The Special.Use in Flood Plain District,Ordinance.Z-�t60,.Sectiori;2:].6 as amended Does/does not
apply and all prerequisites have been met by Petitioner as verified by the Technical Advisc�rv Committee.
2. The Special Use willbe.consistent with the Character�and Pennitted Land Use qf the zoning district
and Carmel/Cla}�'Compretierisive Plan 6ecause a�olf cour"se/countrv.club i"s a�crmitted spccial use under the
R-1 Residence District Classification'and is presumed a�propriate�no sulistanfial evidence ofprohibitive value
. was presented su�cient to rebut:this presumption and the Special Use is'a redcsi�n and�expansion of a use
_ _
existing for over 40 years. ' � � �
_ � . �
3. The=Special Use is,physically suitable for the land in quest�on.because a�olf coursc/country club
is a permitted.special use under the R--1 Residence Distriet Classification and i�resumed appropriate; no
substantiaLevidence ofprolii6itive value was presented su�cient.torebut°this pre'sumption.and the Speciaf Use
is a redesi�n and cxpansion of a use exi"stin�for�ver 40 years. ' '�- � _ �
4. The Special:Use will not injuriously or advecsely affect the adjacent land or property values because .
a golf course/country elub is a�ermitted special use under the R-1 Residencc District Classifcation and is :, : ,
presumed appropriate� no substantial.evidence of prohibitive value was presented sufficient to rebut this ��
presumption and the Spccial Use is a redesign and expansion of a usc esistin�;for over 40 years.
5. The:Special Use will not adversely affect vehiculaz or pedestrian traffcc flow.,'nor the adequate
availability ofwater, sewage, or storm drainage`facilities; or police or fire�protecti;on because: such seivices'
are available to the real estate and the plans addressing�uch matter have�becn2approved',bv the Technical
, . < ,. _, _,. � , .�. ..
Advisory Committee. ! ,-
6. The Board has reviewed the requirements of Ordinance Z 160� Sectiori 2.1.4 (1-25)as they r'elate
to this Special Use, and does nof find'that those criteria prevent the granting�of the Special Ose. True.. •
DECISION � �', .
IT'1S THEREFORE, the decision of the CarmeUClay Board of Zom`ng Appcals�tfiat Special ,Use
Docket;Nq. is granted, subject to any conditions stated in the aninutes of tliis Board,wliich
are incorporated herein by reference and made a part hereo£ '
" , � . , .°� .
ADOPTED this day of March, 2000. , � � '
CHAIRPERSON, CarmeUClay Board of Zoriin�;Appeals
SECRETARY, Carmel/Clay Board'of Zoriing Appeals ' ' , �
Conditions of the,Board are listed on the back. (Petitioner or his rep"reseritative to sign). � ;' r• :
+ _ ' � .. • � �
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s
�,� �,► D°rainage Analysis and Summary Report
. ���� � . , ,
� �JaRO Z5 � for the ' ,
� DOCS � , " .
� ;� � .�OOC�:I��il-�� �Oili�'� ��U��
,� � .
� . Go�lf C�ourse I�ed:esi �-�n
�
� � -.Tanuary 24�', 200Q
Prepared For:.
Woodland Country Club
100 VVoodland I.an°e
, Car�el, Ind�ana�46.032 � +
Prepared By:
CI)G Co�sultir��, LLC, �
� � .. 1500 �'est Oak�Street
� � Suite 300
Zionsville, Ind�ana 46032 �
,, . _ . `�
" . � 'Table of Contents;
� � 1. Iaeport Pu�-pose/�P�-oject Overvie� ,
. 2. Draina�e Concep,t/Analysis IVlethodology
3.'l�eport Su�rnrma�ry
�4. Exis�in��,Condit�o�.I�ydcology �i Pond l�outing
Drainage S,chematic �
. Drainage:Basin;IVIap
, Peak Conditions Summary � .
5. I)e�elopecl Co�di�on I-Iydrolo�y � Pond lZou�ings
�� � Drainage S'chematie
Drainage Basin IYIap , �
Peak Conditions'Summary _
, 6. Coinputer 1VIode1� Input
� Existing Cond�ition:IVlodel �
Red'esigned Condition Model �
- 7. Support`Data
. Existing Condifiqn
. Redesigned�Condition
. i � �
� , Re-port Purpose . �
� The purpose of tlus report is to analyze the sffect the pr,oposed Woodland Country Club - �
golf'course redesign and associated development would liave on local storm watei=runoff �-
. It is more specifically,'the purpose to demonstrate,that adequate detention will be
� provided for the northeast 14`:7+/-.acres of tlie course; which;is_to`b;e develqped
coinmercially as 1Vlerchant's Poirit, an extension of Merchant's!Square. It is:also the
purpose to show that for;the�areas of the golf couzse.to be r.ed`esigned without a change of
` e�sting use; storm water runoffwill be reduced at the boundary for eacli ofthe storm
� � events studied. '
� � .Proj"ect'O�erview � '
The existing Woodland C.ountry�:Club and��olf course is,located on 113 acres of �
ground located:at the�southeast comer ofEast 11'6 Street and'North Keystone Avenue in
� Carmel, Indiana: The facility currently consists�of an 18-fiole gol'f course and.driving
,
� iarige/p"ractice'facility,,`fennis courts, outdoor pool/patio area; with clubhouse and pro
' shop facilities. Tlie current,golf course is bounded by 1�1';6`f''Street to the north, Keystone
Avenue;to the east, W'oodland`.Golf Club subdivision','to the south, and residential
tracts%agricultural ground,fo the west. Sections.2 and 3 of Woodland Golf Club
subdivision, consisting of homes,adjoining Woodland Lane, wind thi�ough the middle of
- the course from riorthwest to southeast. Woodland Country Club owns a 52 +/- acre
parcel of land adj'oining a;portion of the western sid'e of the golf course. "
; The development plan;for the golf course calls for the sale of 14.7 acres at the
� northeast corner of the eourse;.and�an expansion of the golf course onto the 52 +/- acre
traetto the west. The westem'tract is traversed by'Carniel'Creek. The existing golf course .
will be redesigned, and.t�he�la,yout modified to;accominod'ate;the ctiange in boundary
dimensions. Two.detention%retention ponds, totaling rnore than:5.5 acres of area at
norinal pool; will be con'structed in.the nortih central portion of the course. These new �
� ponds will serve to pro�ide tlie detention required�for the 14.7 acre.corner parcel to be
developed commercially;,as�well as a large portion redesigned golf course:�The�existing
pond'.located in the southeasf comer of the course, will tie;modified and expanded.
As;part of the expansion of the golf course onto the property the Club owns to the
_ west;:two (2) low flow golf cart crossings and minor cut/fills will':be placed within the
floodway:limits of Carmel Greek, as'shown on the current FIS. This work, which must be
approved li,y,fhe;Indiana Department of NaturaI�Resources, will be�permitted under an
' Construcfion in the.Floodway Permit.
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Drainage Concept. � �
The e�sting Woodland Country Club and adjoining holdings comprise 1.65 acres .
ofgently"rolling to steep'terrain: The storm watei runoff models,.which include some off- , ,
site areas;total approximately 1�86 acres. The site currently drains in three (3) general �
directions: -
1. The eastern:portion of`the golf course; consisting of appro�mately'4'S acres, drains
east/southeast to Keystone Avenue:,A 60" diameter F$C=CMI' conveys runoff
-- underneath'Keystone Avenue-at the southeast corner of the site; �
2. The western portion;of the property, consisting of`a;portion of�the existing driving
, . .
range and the agriculturaUhomestead area adjacent ta:the exisfing golf course, drains to
�� ' Carmel Creek, which traverses�this portion of the site in a north=south manner. This area
consists of�approximately 24 acres'. �
3. The�vast majorit�y of the prop,erty; consisting.of approximately 111 acres, drains
� sgutherly to Woodland:Country Club subdivision Section,6; and Jordan Woods
Subdivi;sion, located south/s'outheast of the golf course:.Approximat�ely 9 of the 111 acres
drain southeasterly to�Jordan woods; while the remairiing area'drains southerly through a
well defined open;channel 'in Woodland Country Clubsubdi�i'sion. This channel drains to
the south to triple 36" diameter culverts under,East 110� Street.
_ .. .
- The concept.behind the drainage design;is to provide,storm water detention for
the 14.7 acre portion of the'course being sold arid developed commercially;while �
reducing existing rate"s.of ru�noff'forthe other portions of the golf course as well. The two
' new ponds will proyide this detention as detailed,in this�r.eport. Tfie runoff from this new '
: development will`be,conveyed yia pipes directly'into the ponds, where.it will be stored
�and released at a much 1'esser rate. T,hese ponds;by virtue`oftfieir size, elevation.and
location, drain and thereby:;provide;detention for a;l'arge portion of fhe surrounding golf
course as well. By directirig ninoff from portions of the:golf course to these ponds, rates
of runoff are reduced,for�areas ofthe course not being defained, for similar storm events.
Analysis I�ethodolo�y .
Runoff'rates wer,"e;generated'using.the Soil conservation Serv'ices' SGSLJNIT
, . =
program.,Curye numbeis wete dev.eloped'based on land use:and soil types. Times of
c.oncentration and travel times were deterrii'ined using available 1°' contour:interval.
topography: Runoff volumes were generated;and then routed through the storm water
system model:A runoff`hydrograph�was genei-ated for fihe comer.parcel to correspond
w,ith�peak discharge rates provided by the developer''s engineer.
Eor the purpose of the anal'ysis, ari interactive comput'er model was used which.solves the
sforage equation dS._ (dl-�d0�, where d= incremental:time period, S = storage, I=
� inflow and O=outflow. An`SCS T,ype II, 24-Hour storni event was used for the analysis.
. Return periods of 2, �Y0 arid .100 years were analyzed.
, � �
�e�0�-t su����y
� = Wood'land Co:untry Club
� . Golf Course Re�design
Detention Results�- Northeast Corner
. at Node Control2
Existi�g Co�dation lZedesigaec$ Condit�on
2-yr 24-hr 8.5'S cfs " 1.53 cfs
10-yr 24-hr �24.81 cfs.� 5.53 cfs �
, - 10.0-yr 24-1u� °51.22-cfs 1'2.84 cfs
Runoff Results - Eastern Porfion
� at N'ode Keystone -
E�Xisti�g°.Condition 12edesigned Condition
2-yr 24-hr '7.1�8:cfs, , 3:24 cfs
10-yr 24-hr �'29,66 cfs 14:36 cfs
� 100-yr 24-hr 69:3�1 cfs 33.15 cfs
RunofFResulfs- Central�`Portion
at Node SPL2 .
� Ezis�ang C'ondi�i`on Redesflgned Conditaon
. 2 yr 24=hr 3:7.:15 cfs 23�:23 cfs
� 1'0-ye 24-hi 103.26 cfs 75,:07 cfs
� �P00-yr 24;-hr 207.79 cfs ' 1�62.,50 cfs
Runoff Results - Western Portion
� at N:ode GCREE'K
� � EXisting Condi�io� IZedesigned Condi�ion
. 2-yrr24-hr 1'0:38 cfs � � 7.52 cfs
LQ=,ye 24-1ir 30.87 cfs 21.83 cfs
T;00=yr 24=hr 66.64 cfs 44.80 cfs
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�J!i Advanced Intereon`Ceted Chanriel & :Pond Routi"ng (IG�Ve;r• 2.10) [l]
. Copy"right 19!9:5,, S;treamli�-ne Technologies, In'c. ,
. Existing Condition 1;Qpr �,24hr runoff
. ********** Basin Res,ults Comparisons ****'********'*'***************
� Simulation Name ` Time Max E1ow Max Runoff Volume Runoff Volume
(.hrs) (cfs) (iri) (cf)
*** Basin Name: .EX2 .
EX2 ;12,.2.7 3.53 0'.4'S' 20305
EXlOY 12:.20 12.26 1..2`5 56592
, `EX100 12.20 27.16 2:.6;2 118096 "
*** Basim Name: EX5
EX2 _ ._. 'T2..47 ." 7.46 0.60, 51397
� EX1OY' 12,.37 21.68 1.5-1 129295
EX100 12.`37 44.50 2.99 255259
. *** Basin Name.: EX1
EX2 1-2,.30 6.92 0;..38 455'85
EX1OY,. 12;.23 - 27.,21 1.,13 134922
EX100 . 12.23 63.28 2.,44 290350
�*** Basin Name: EX3, " `
EX2 12::17 3.17 0.,4'5 14817
EX10Y 12.:`12 10.79 1:25 41308 �
EX100 12.12 23.69 2'.62. 8'6212
*** Bas'in Name: EX4A '
. . EX2 1-2.CT � 8.59 0.60 71830
EX1OY, . 12:�61 25.08 �1.51 180638
' � EX100 12.61 51.54 2.99 356560 '
*** Basin Name: EX.4B
:EX2 12.:30 3.00 0:49 15979
� EX10Y 12.24 9.97 1:.32 43333
� EX100 ' 12.24, 21.45 2.71 89132 '
*** Basin Name: EX4C �
EX2 12.33 31.36 0.73 172014
. ' EX1.OX 12..25 80.78 l.-:72 404910
EX10'0 12::2'S' 157.20 3.2�7 769657
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*** •B'asYn Name,: EX4'D
:EX2 I2'..07 2.87 0.73 9071
, EX1OY ' I2',:07 7.11 •1.72 2134.8
� EX100 1-2;.0:7' 13.5`l 3.2,8 40'S72
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Copyri,ght 1995; `Streamline Teehnologies, Inc,. � `
********** �.. ` � *���_*�**,*:**a**�*****:*********
;
Basin Resul;ts Gompar�sons .
Simulati.,on Name Time: ;Max Flow Max Runoff Volume Runoff Volume '
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*** Basin Name: NECORN
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lOYRD 12.0,0. '70..49 3�.8'4 209078 °
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2YR2 12•:00: .. 45..31 2�.41 13104;9 ,
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� DEV100 12.07' 20.11 2.8,0 60202
lOY.RD 12.:07' 9.71 , 1;:38'- 29687
"2YR2 12.1.0 3.24 0.52; 11241
*** Basi•n -Name: RGC2:P
• ' . . DEVL00 �l'2.1;7 67.12 �3'.:08 259538
10•YRD 12:.17' 33..83 1.58 133198
� ° 2YR2 12.17 12.46 0:6`4. 54196
"*** Basin Name: RGC1
DEU-1-D'0 12.23' 36•:99 2.35' 170554
. 1'OYRD 12.:23 15.47 1.07 77982
2YR2 12..30 3.67 � 0.3!5'.•� 25499
*'** Basin Name: RGG2
DEV1.00 12.20 26.27 2.62 114201
1OYRD 12.20 11.8 6 1.25� 54'725
2YR2 12.27 3.41 �0.45 :19635
*** Basin Name: RGC4A
DEV100 12.21 17.61 2_9`9 68144
lOYRD 12.'21 8.72 1..5r1 34522
2YR2 12.:21 3.08 0.6'0 13728
*** Basin Name: �RGC4B
DEV100 12,::1'7, 6.43 �2':71 2497.7
lOYRD �12.;17 3.00 1.32! 12144
2YR2 12:1`Z . 0.91 0.99' 4979
*** B'asin Name: 'RGC4,C '
DEV100 1'2:'.2�5 133.03 2.80 658'79:1
lOYRD 12.,25 62.16 " T.:38 324812
2YR2 12.;33 19.94 0,52 ;122945
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DEU100 12.;37 44 .80 2.99 2-56993
1OYRD 1'2.:37 21.83 1.51 13'O1`73
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� DEU100 12..1�2 23.90 2.62 86972
TOYRD 12.12 10.89 1.25 41672
❑.
' • �Advanced iriterconnect;ed �h,annel & Pond Routin,g (ICPR Ver 2.10) [2)
Copyright 199'5, Streamline T.e'chnologies, Inc. �
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Basin `Results Comparisons
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2YR2 L2.17 3.20 '0.-45 14948
. *** Basin ;Name: ;T7&1'8 ' •
DEV10D 12.,1'7� 11.39 2.62 44,369
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2YR2 12.,22 1.49 0.4.5 . 7628
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❑ ' ❑
❑u Advanced Interconn�eted Channel & Pond Routing (IC�Ver 2.10) [1]
Copyright 1995, Streamline Technologies, Inc.
woodland Existing Model
********** Input :Report ************�************************�*****,*********+�**
--------Class: Node-=.-----------------------------------------------------------
Name: CH1 Ba•se Flow(cfs) : 0 Init Stage (ft) : 794 .13
Group: BASE Length(ft) : 0 Warn Stage(ft) : 797.13
Comment: upstram end of channel from pond #5' to r/w
Stage (ft) Area(ac)
794.13 0.001
797.1.3 0.005
--------Class: Node-------------------------------------------------------------
Name: CONTROL Base Flow(cfs) : 0 Init Stage(ftj : 805.9
Group: BASE Length(ft) : 0 Warn S:tage (ft) : 809
Comment: CONTROL NODE-S. OF WOODLAND DR.-DITCH CONFLUENCE
Stage(ft) Area (ac)
805.9 0.00'1
809 0..055
--------Class: Node;--------------------------=---------------------------------
Name: CONTROL2 Ba�se F1ow(cfs) : 0 Init Sta:ge (ft) : 810
Group: BASE Length(ft) : 0 Warn Stage(ft) : 813
Comment: POINT IN SWALE WHERE FUTURE POND#2 DISCHARGES
Stage (ft) Area(ac)
810 0.0:05
813 0.05 �
--------Class: Node-------=-----------------------------------------------------
Name: CREEK Base Flow(cfs) : 0 Init St.age (ft) : 0
Group: BASE Length(ft) : 0 Warn Stage (ft) : 0
; Comment: Carmel Creek
Ghost Nocie
--------Class: Node------------------------------==-----------------------------
� Name: KEYSTONE Base Flow(cfs) : 0 Init Stage (ft) : 791.69
Group: BASE Length(ft) : 0 Warn Stage (ft) : 791. 69
Comment: downstream end of pipe under Keystone Ave.
Time{hrs) Stage(ft)
0 791.69
24 791. 69
--------Class: Node------==----------------------------------------------.-------
� Name: PONDS `Base F:low(cfs) : 0 Init Stage (ft')�: 795. 6
Group: BASE Length(ft) : 0 Warn Stage (ft) : 800
Comment: Existin,g pond on hole #5
Stage (ft) Ar"ea (ac)
795. 6 0.378
800 0.378
❑
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2]
Copyright 1995, Streamline TecYinologies, Inc.
Woodland Existin.g Model
********.*:* 'II1pLit Report *************************.*****************************�*
--------Class: Node-------------------------------------------------------------
Name: RW Base Flow(cfs) : 0 Init Stage(ft) : 792.54
Group: BASE, • Length(�ftj : 0 Warn �a'ge (ft) : 796 .
Gomment,: ups•tream end of =pipe under Keystone Ave.
� • Stage•(ft) - Area (ac:)
. 792:'S4 0
796 0.5' �
--------Class: `Node-------------------------------------------------------------
Name=: SECORNER . BaSe `Flow(cfs) : 0 Init Stage (ft) : 0 ,
. ' Group: BASE: Length(ft) : 0 War�ri Stage (:ftJ : 0
Commentc SE Corner of course - Jordan Wds prop lirie •
Ghost Node
--------Cla'ss: -Node----'--:-------------------------------------------------------
' . Name: SPL Base: Flow'(efs) : 0 Ini.t Stage ('ft) : 793.5
Group: BASE Len'gth(ft) : 0 Warri 'Stage (ft) : 0 -
,
Cominent:• South property line - Jordan Woods N'. line '
Time (hrs) ° �Stage�(ft)
0 793.5
� 24 793.5 '
° --------Class: Basin--------=---------------------------------------------------
Basiri.; EX1- � Node: ,RW Status: On Site Type: SCS Unit Hydr
Group`c BASE .
Unit `H'ydro,graph:: UH4+84 " Peak, Factor: 484
Rainfall File;c SCSII°=24 Storm Duration(;hrs) s 24
Rain'fall Amount`(in) : 4 .�16 '
Area (ac) : 32.'84 Concentration Time(;m•in.) : 32
�Curve #: '66 Lag"'T-'ime(hrs) : 0
• DCIA('°s):; 0 '. �
Area in NE corner - drains to Keystone w. r/w ,
-=------Class: B'asin------------------------------------------------------------
. Basin: EX2 Node;: POND5 `Status: On Site Type: SCS Unit Hydr
_ Group: BASE �
Unit Hydrogr:aph: UH4�84 Peak .Fa;etor: 484
Rai•nfall Fi`le: SCSII=24 Storm Duration(hrs) : 24
� Rainfall AmounL (in) :_ 4,.18`
Area(ac:) : 12.43 Concentration. T"ime (min) c' ,30
Curve #: 68, Lag Time;(h�rs)_.: 0 �
DCIA(%) : 0 _
area of ex,. cour;se that drains to pond, on #'5• -
n
:Advanced 'Intercorine'cte'd Cfiannel & Pond Routing (ICPR Ver 2.10) [3]
• Copyright 1995, S:treamline 'Technologies!, Inc.,
, Woodland Existirig Model ,
• ********+* **:*,**********�**********..***,************,*****************
Input Report
: ---------------=------------
--------Glass: Basin--------------------------------
Ba'sin: EX3 Node:: SECORNER Status: On Site Type: SCS; Unit Hydr
Group: BASE
_ • Uriit, Hydrographc UH484 Peak Factor: 484
Rainfa'l1 File: SCSII-24 Storm Duration(hrs) : 24
Rainfall Amoun,t (in') c' 4'.18
• Area(ac') : 9,08 Concentration Time (min) : 22
Gurve• :#: 68 Lag Time (hrs) : 0
DGIA(o) : 0�
SE po'rtion of course-drai-ns to SE Corner/;Jord.wds '
,
� ' � _-
,. =-------Class�: Basi�------------------------------�---------------------
.
Basin: EX4'A ,Node: CONTROL2 Status: :On Site� - Type: SCS Unit Hydr
• Group: BASE
- Unit Hydrog-raph: U.H4'84 Peak. Factor: 484
. Rainf�all , F.ile-: SCSII-24 . Storm Duration(hrs) : 24
� Rainfall Amo,unt ('in) : 3:5 �
Area('ac) .: 32.:.86 Concentration Time (min) :' 60
� Cu-rve #: 7'2 Lag Time (hrs) : 0.08
� DCIA(%) : 0
N/NE' port. o`f cour;se - drains so. tb Woodland :Dr.
• --------Class: Basin--:- ..--------=-------------=------------=------------=------
� Basin: EX4B Node:: CONTROL Status: On Site Type=: SGS Unit Hydr
Gr,oup: .BASE
Unit Hydrogr,aph;; UH4;84 Peak E!actor: 484
Rain�-f.a11 File: SCSI.I-2',4 Storm Duration(hrs) : 24
Rainfall Amount (in) : 3.5
Area(ac) : 9.:07. Concentration ,Time(min) : 28
Cu"r:ve #: 6�.9 Lag" Time(hrs) : 0.04
DCIA($) : 0
Portiori of clbhse/course - drains to Woodlnd. Dr
-_---.- ' ------------------ -,=�---------------------------
--Glass°: Basin--===------
Basin: EX9C Node.: S:PL Status: Ori S•ite T,ype: SCS Unit Hydr
Group: BASE �
Unit Hydrograph: UH484 Peak;'Fact;orc 484
Rairifall File: SCSI;I-,2;4 Storm Duration(hrs) : 24.
Rain'fa7:1 Amount(in) : 3.5
Area(ac) : 64',.7;5 Concentration T;ime;°(min) : 37 .
Curve .#: 75' Lag Time(hrs) : 0
� . DCIA(o) : 0` ;, .
' ' CENTER PORT'-. OF CRS-drains south to s, prop line
�
Advanced Interconnecte'd Channel & Pond Routing {'ICBR' Uer 2.10) [4]
Copyright 1995;, Streamlin:e. Technologies, Inc.
, Woodland Existing Model
�*;*�***_**.* Input RepOrt *'**.***,F,******+********:*******.**********************�****
' ==------Class�: Basin-=-=-----=----------=---------------------------------=-----
Basin: EX4D Node: CONTROL Status: On Site Type: SCS Unit H-ydr
Group': BASE �
Unit Hydro,grap`h;: UH484 Peak Factor:. 484
Rainfall 'Rile': SCSI;I-24 Storm Du'ration(hr.$) : 24
Rainfall Amount(,�in)�: 3,.;5 =
Ar'ea(`ae.)': 3.9�1 Concentration Time(min) : 15
' Cur�e #: 7'5 Lag Time (h.r:s) : 0
- DCIA;(o), 0 �
' � EX:. HOMES, = DRAINS T0 WOODLAND DRIVE
. , - --=-------=:-------------------
------- -
-.Class: Basin----------------------------_-
� Basin: EXS�� Node: GREEK , Status: On Site Type: SGS Unit Hydr
Group: SASE
• Unit Hydrograph: UH484 Pea'k Factor: 484
Rainf'al'1 File:: SGSII-24 Storm Duration(;hrs) : 24
Rainfa7'1 Amount(in;).: 4 .18
Area{-ac) : 23.55 Concentration Time (min) : 46
Cur�e #': 7`2 Lag Time(hrs) : 0
, DCIA(o)� . �
. Area draining to Carmel Creek - Holland Prop
--------Class: Pipe------------------------=------------------------------------
Name: P1 F.rom Node: RW Length(ft) : 165
Group: BASE To Node: KEYSTONE Count: 1
UPSTREAM DOWNSTREAM Equation: Average K
Geometry: Circu`lar Circular Flow: Both
Span(in) : 60 „ 60 Entrance Loss Coef: 0.7
Rise(in) : 60 - 60 Exit Loss Coef: 0
Invert (ft) : Z92.5`4 791. 69 Bend Lqss Coef: 0
Manning's N: 0.019 0.019 Outlet Cntrl Spec: Use dc or tw
Top Clip(in) : 0 0 Inlet 'Cntrl Spec: Use dn �
Bottom Clip(in) : 0 0 S`tabilizer Option: None
Upstream FHWA Inlet Edge Description:
� Cireular CMP: Projecting , 2 3
Downstream FHWA 'Inlet' Edge Description:
Circular CMP: Projecting 2 3
PIPE UNDEI2 KEYSTONE AVENUE
❑
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [5]
Copyright 1995,� Streamline Technologies, Inc,.
Woodland Existing Model
+�******** Input Report *,********************�*************�********************
--------Class: Channel----------------------------------------------------------
' Name: CHAN1 F'rom Node: CH1 Length(ft) : 115
Group: BASE To Node: RW Count: 1
UPSTREAM DOWNSTREAM
Geometry: Trapezoidal Trapezoidal Equationc Aver Conveyance
Invert (ft) : 794 .13 792.81 Elow: Both
TOB(ft) : 796 794 Eddy Contrac Coef: 0.3
Manning's N: 0.013 0.013 Eddy Expans Coef: 0.5 .
TClip(ft) : 0 0 Entranee Loss Coef: 0.5 • �
� BClip(ft.) : 0 0 Exit Loss Coef: 1
Main X'sec: Outlet Cntr1 Spec,: Use dc or tw
AxEll (ft) ; Inlet Cntrl Spec:. Use dn
Aux Xsecl: Stabilizer Option: None
AxE12{ft) :
Aux Xsec2:
TWidth(ftpt -
Depth(:ft.) :
BWidth(ft) : :15 � 15
LSdSlp(,h/v) : 5 5
RSdSlp(h/v) : 5 5
channel conneting pond #5 w/Keystone R/W ditch
--------Class: Channel----------------------------------------------------------�
Name: CHAN2 From� Node: CON.TROL Length(ft) : 1620
Group: BASE To Node: SPL Count: 1
UPSTREAM DOWNSTREAM .
Geometry: Trapezo�dal Trapezoidal Equat�i"on: A�er Conve ance �
Y
Invert (ft) : 8D5.9 793.5 Flow: Both
TOB(ft) : 809 796 Eddy Contrac Coef: 0.1
Manning''s �N: Q.0`35 0.035 • Eddy Expans Coef: 0.3
TClip(ft) : 0 0 Entrance Loss Coef: 0.5
BClip(ft) : -0 0 Exit Loss 'Coef: l
Main Xsec: ' Outlet Cntrl Specc Use dc or. tw
AxEll (ft) : - I'nlet, Cnt�rl ;Spec: Use dn
Aux Xsecl: StabilYzer Option: None
AxEl2 (ft) :
Aux Xsec2:
TWidth(ft) :
Depth(ft) :
BWidth(ft) : 5 10
� LSdSlp(h/v) : 10 5
• RSdSlp(h/v) : 10 5
Existing swale draining course to South P-rop line
❑
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [6]
Copyright 1995, Streamiine T,echnologies, Inc.
Woodlarid. Existing Model
********** Irlput RepOr.t :***�.*****:************:*..***;****.�-**************************
--------Class: Channel-----------------------�---_-------------------------------
. Name: CHAN3 From Node: CONTROL2 Length(ft) : 650
Group: BASE To' Node: CONTROL Count: 1
' UPSTREAM DONTNSTREAM
Geometry: Trapezoidal Trapezoidal Equation: Aver Conveyance
i Invert (ft) : ,810 805.9 Flow: Both
- TOB(ft) : 813 809 Eddy C'ontrac Coef: 0. 1
Manning's N: 0.035 0.035 Eddy Expan`s Coef: 0.3
TClip(ft) : 0 0 Entrance Loss Coef: 0.5
, BClip(ft) : 0 0 Exit Loss Coef: 1
Main Xsec: Outlet Cntrl Spec: Use dc or tw
AxEll (ft) : Inlet Cntrl Spec; Use dn
Aux Xsecl: Stabilizer Option: None
AxE12 (ft) :
Aux Xsec2: ,
TWidth(ft) :
Depth(ft) :
Bw�dth(;ft) : 5 5
LSdSlp(h/v) : 10 10
RSdSlp(h/v) :. -10 TO°
, � .SWALE FROM FUTURE POND#2 OUTFALL TO CONTROL
. --------Class: W.eir-=-----------------------------=-----------------------------
Name;c WT ' From Node: PONDS
Group: BASE To Node: CHl
Count;: 1 .
Type: Mavis F1ow: Both Geometry: Trapezoidal
Bot-t,om Width(ft) : 5.4
Left 5ide Slope(h/v) : 0
Right Side Slope(h/v) : 0
' Invert (ft) : 795.'6
Control Elev(ft) : 795.6
Structure Opening(ft) : 999 TABLE
_ _ - _ .
` Bott�om Clip(�: 0 � '
. Top Clip.:(ft) ; '0
Weir Dischar.ge Coef: 2..65 �
Orifice Dischar'ge. Coe'f: 3 � : �
WEIR CONTROL ON' POND #5.
] . '
Advanced Inter;connec;ted Channel & Pond Routing (I,CPR U.er 2,.10) [7j
Copyright 199'S, .Streamlirie Te'chnologies, Inc.
Woodland Exis.ting Model �
********** Input R2pOr't �*:E��*:�:************�*******:**,*:*:**************�**�***��***
--------Class: SimuTa.tion=-==--=---------.-----------_.--=-----=-------------------
C:\ICPR2\WOOD\EX2 �
Execution: Both �
Header: Existing Condi't':i'on l0yr 24hr runoff
--.-=----=HYDRAULICS-----------=-----------------HY.DROLOGY--------------------
' Max Delta Z (.fta) : :l
Del`ta Z, Factor;c 0.05� Override -Defaul:ts.: Yes
Time' Step Optimizer: :0. Storm Dur(hr:s,) : 24
,Drop Structure O,p.timizer: `0 Rain Amount�(in) : 2.64 •
�' Sim S,tart Time(h:rs): 0 ' Rainfal�l File: SGSII-24
� Sim End Time(hrsl) c 24
Min Calc Time-(.sec�) : 1
Max Cale Time(sec:);c 1.5
To Hour: PInc(m'in) : To 'HOUr�: PInc('min) :
0 5 0 5
2',4 5 2;4 5
. _
- ---------GROUP SELECTIONS----------------------------------------------------
+ BASE [01/24;/�.00] �
--------Class,: Simulat:ion--_-----------------------------------------------------
C:\TCPR2\WOOD\EXIOY`
Execution: Both
Header: :Existing condition - l0yr runoff •
---------HYDRAULICS---------"--------------------HY.DROLOGY--------------------
� Max De1-ta Z (ft) : 1' _ ,
Delta Z Factor: 0.0`5' . Override .Defau:lts: Yes
Time Step Optimiaer: 0 Storm Dur- (hrs) : 29
Dr.op Structure� Optimizers 0 Rain Amount(in) :, 4 .08
Sim S�t'arf. Ti-me`(,hrs) : 0 RainfalT File: SCSII-24
Sim End T:ime�(.hrs) : 24,
Mi'n Ca1e Time�(sec) : 1
� Max Galc T.ime (sec) ; 15 �
� To Hou=r.c P�Inc(min) : To Hour: PInc(min) :
0 5, 0 5 .
24 5 24 5 �
---------GROUP SELECTIONS-------------------------------------------.-----=---
._ ..
� .
+ BASE [01/24/00];
Advanced Intereonnected Channel & Pond Routing (I;CPR Ver 2.1Q;.�) [8]
Copyright, 1995, Str.eamline Technologies, Inc.
Woodland EXisting ModeT
�********* Input RepOrt **��+�**********************�************+****+�**�***
--------Class: Simulation--------------=--------:-----------------------.---------
C: \ICPR2\WOOD\EX100
Execution: Both '
Header: EXI�STING 100 YR
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
. Max Delta Z (ft) : 1 •
Delta Z Factor: 0.0'S Override Defaiilts: Yes
Time Step Optimizer: 0 Storm Dur(hrs.) : 24
Drop Structure Optimizer: 0 Rain Amount (in��) : 6
Sim Start Time (hrs) : 0 Rainfall .File: SCSII-24
Sim End Time (hr,$) : 24
Min. Calc Time (sec) : l
Max Calc Time(sec) : 15' �
To Hour: PIric(min�)' s To Hour- : -PInc(min) :
24 , 5 0 5
29 5
---------GROUP SELECTIONS----------------------------=-----------------------
+ BASE (O1/24/00] ,
❑
i i❑: �.Adbanced Int.erconn�cted Channel & Pond Rout'ing (IC�Ver 2.10) [1]
Copyright 1;995, Streamline Technologies, Inc.
Woodland CC Redesign Model
� **********. �.***********************.******************************** �
- � �I�npu�,t� �Repor_t � .
--------C1ass: �Node----------------------=--------=-----------------------------
Name: CCREEK Base Flow.(cfs) : 0 Init S'tage (ft) : 0
Group: BASE Length(ft) : 0 Warn Stage (ft) : 0
Comment: CARMEL CREEK •
• Ghost Node
.
--------Class: Node-------------------------------------------------------------
Name: CH1 Base Flow(cfs) : 0 In=it .Stage �.ft) : 794 .13 ,
Group: BASE Length;(ft) : 0 Warn Stage (ft) : 794.13
Comment: UPSTREAM END OF CHANNEL FROM POND#5 TO R/W
Stage (ft) Area (ac)
794.13 0.0,01
796.13 0.005
--------Class�: Node----=.---------------------------------------------------------
Name: CONTROL Base Flow(cfs) : 0 Init Stage (ft) : 805.9
Group: BASE Lengt`h(ft) : 0 Warn Stage,(.ft) : 809
Comment: CONTROL NODE SOUTH OF WOODLAND DRIVE - DTCH CONFL
Stage(ft) Area(ac)
805. 9 0.001
8.09.5 0.055
--------Class: Node--------=----------------------------------------------------
Name: CONTROL2 Ba'se Flow(cfs) : 0 Ini't Stage (ft) : 812
Group: BASE Length(ft) : 0 Warn Stage (ft) : 815
Comment: UPSTREAM, END .OF CHANNEL - POND #2 OUTFALL
Stage (ft) Area (ac) .
812 0.01
815 0.5
--------Class: Node---------------------------_---=---=--------------------------
Name: KEYSTONE Base Flow(cfs) : 0 Init Stage (ft) : 791.69
Group: BASE Length(ft) : 0 Warri Stage (ft) : 791. 69
Comment: D/S END OF PIPE UNDER KEYSTONE
Time (hrs) Stage(ft)
0 7 91,.69
24 791. 69
-------=Class: Node-------------------------------------------------------------
Name: POND1 Base Flow(cfs) : 0 Init Stage{ft) : 815
Group: BASE Length(ft) : 0 Warn Stage(ftj: 818
� Comment: ROND #1 - SMALLER' POND
Stage (ft) Area (`ac)
815 1.36
818 1..53 � . . �
❑
Advanced Int'erconnected Channel & Pond Routing (I.CPR Ver 2.10) (2]
Copyright 1995, .Streamline Technologies, Inc.,
Woodland CC Reelesign Model
****�*,**** Input Report **************************�*************************��***
--�--=---Class: Node-------=-=------------------=---------------------------------
Name: POND2 Base Flow(cfs) : 0 Init Stage(ft) : 815
� :Group: BASE' . � Length(,ft) : 0 . Warn S�age(ft) : 818 -
Comment: PQND #2 - LARGER 'POND
Stage (ft) Area(�a:c) '
815 4.33
81'8 4 . 6.8
--------Class: Node----------------
_ Name: �P.ONDS, B'ase Flow(cfs) : 0 Init Stage (ft) : 795.5
' Group:: BA'SE Length(ft) : 0 Warn Stage (ft) : 798.5
! Comment: REDESI;GNED POND#'S (POND ON OLD HOLE` #5)
. Stage (f.t) Area(ac)
79'S.5 ' 0.37 �
798.5 0.46
-=------Class: Node--=-=--------------------------------------------------------
• Name: RW Base E'l�ow(cfs) : 0 ' In�it .Stag;e (ft) : 792.54
Group.: BASE Length(ft) : 0 WaFrn S,t'age (ftj : 796
. Comment: UPSTREAM END OF PIPE UNDER KEYSTONE
_ Stage (ft) Area(a`c) '
792:54 � 0.001 . . �
796 0.5 -
--------Class: Node-----.---=-----------=----------------------------------------
Name;: SECORNER Base Flow(cfs) : 0 Init Stage (ft) : 796•
. Gr,oup: BASE Length(ft) : 0 . Warn. Stage (;ft) : 7 99
Comment: DITCH/INLET' IN SE CORNER - DRAINS TO SO. PROP LN
S:tag;e:(ft:)' Area (ac)
7`96 0.001
799 � 0.05
. --------C1ass: Node----=-------------------------------=------------------------
Name�: SPL Bas.e' Flow'(cfs) : 0 Init °Stage,(ft) : 793.5
Group: BASE Length(ft) : 0 Wa-rn, Stage (ft) : 795
_ Comment: SOUTH PROP L'INE - JORDAN WOODS NORTH LINE
�_ T�ime(hrs) � �Stage ('ft�) � � , � �
0 793.5
24 793.5
C �
Advaneed Interconne'cted Channel & Pond Routing (ICPR `Ver 2.10) [3]
Copyright 1995, S'tre:amline T.eehnologies, Inc. '
Woodland CC Redesi;gri Mode1
********.** *��**�*�*+�****�****************************************
. Inpiit Report
--------Class: Basin :---------=---------------'-=--=--=-'-=----------,--------------
Basinc• 17&18 Node.: CONTROL2 Statu"s: On Site Type: SGS Urii:t Hydr
Group:. .BASE
Uriit Hydr,ograph:: UH484. Peak Faetor: 484
� Rairnfa'll Fi`le: SCSII-24 Storm Duration(:hrs) : 2A
Rainfall Amount;(in') : 3.5 � �
Ar.ea(ac) : 4,.67 Concentration Time(min) : 25
C`urve #': 68 Lag Time (hrs), : 0
.. � �DC�IA(o)�: "�0 "._
� HOLES 17/1"8 ,ON� REDES. CRSE. - DIRECT TO CONTRO�L2 -
--------Cla�ss: "Basin------------------------------------------------------------
Basin: NECORN, Node: POND1 Status: On Site Type: SCS Unit Hydr
Group:, ,BASE
Uriit HydrograpYi: UH484 Peak Faetor: 484
� -Rainfall File: SCSI-I-`24 Storm Dura,tion(hrs) : 24
Rainfall Amount (in) : 3.5 ,
Area (ac:)•15 Concentration Time �n) `: 1
� Curve #: 98 . � Lag Time (hrs) : 0
DCIA(%) : 0
` LINDER 'SITE TO POND #:l - (SMALL POND)
. _-_--=---ClaSs: Ba's�in---------------------------'=--------------------------=.-----
Basin: RDG5 Node+: CCREEK Status: On Site Type: SCS Unit Hydr
. ,Group: BASE
Unit Hydrograph: 'UH484 Peak Factor: 484
.. Rainfall File: SCSTI-24 Storm Dur.ation(hrs) : 24
Rainfall Amount (in) : 3.5
Area (ac) : 23.71 Concentration Time (mi-n).: 46
' � ' Curve #:° Z2 Lag Time(hrs) : 0
DCIA(o) : 0
� REDESIGNED GOLF COURSE AREA TO CARMEL CREEK
. .
--------Class: Basin-------------------------------------------------------------
Basin: RGC1 Node: RW Status: On Site Type: SCS Unit Hydr
Group: BASE �
Unit Hydrograph: UH484 Peak. Factor: 484
Rainfall File: SCS:I:I•-2,4 Storm Duration(hrs) : 24
Rainfall Amount (in) : 3.5
• Area (ac-) : 2',0.02 Concentration Time(min) : 32
Curve #: 65 Lag Time (hrs) : 0
DCIA(o) : 0�
. REDESIGNED GOLF COURSE AREA TO KEYSTONE R/W DITCH
❑
• Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [4] �
: Gopyright 19,95, Streamline Techriologies, Inc.
� Wood'land CC Redesign 'Mo:del
********** Input Report *'*_************�***************************************** �
--------C1a'ss: Basin----------------------------_---=----------------------------
Basin: RGC1P .- Node: POND1 Status: On Sit_e Typ,e: SCS Unit Hydr
• Group: BASE
.Un'it Hydrograph: UH484 Peak Factor: 484
Rainfall File: SCSI`I-24 Storm Durat_ion(,hrs) : 24
Rainfall Amount (in) : 3.5
� Area(ac) : 5.92 Concentration Time (min) : 15
' Curve #: 70 Lag Time(hrs) : 0
DCIA(%) : 0
REDESIGNED GOURSE AREA TO POND #1
--------Class: Basin-------------------------------------,-----------------------
Basin: RGC2 Node: PONDS Status: On Site Type: SCS Unit Hydr
Group: BASE :
Unit :_Hydrograph: UH484 Peak Factor: 484
Rainfall File: SCSII-24 Storm Duration(hrs) : 24
Rainfall Amount (in°) ; 3_.5
Area(:ac) : 12.02 Concentration Time (min) : 30
Curve #: 68 Lag Time (hr�s) : 0
DCIA(aj : 0
REDESIGNED GOLF COURSE AREA TO REDESIGNED POND #5
--------Class: Bas�in------------------------------.-----------=-----------------=
Basin: RGC2P `Nod'e: POND2 Status: On Site Type: SCS Unit Hydr
Group: BASE • �
Unit Hydrograph: UH484 Peak Factor.: 4'84
. Rainfall .File: SCSII-24 Storm Duration(hrs)' : 24 -
Rainfa'll Amount'(in) ; 3.5
Area(ac) : 23.18 Concentration Time(min)!: 25
Curve #: 73 Lag Time'(;hrs) : 0 �
DCIA($).: 0 .
REDESIGNED GOLF COURSE AREA TO POND #2
==-----=Class: Basin------------------------------------------------------------.
Basin: RGC3 Node: SECORN Status: On Sita Type: SCS Unit Hydr
Group: BASE
Unit Hydrographc UH484 Peak •Factor: 484
Rainfall File:- SCSII--24 Storm .Durat'ion(hrs) : 24
Rainfall Amount (in) : 3:5
Area(ac) :, 9.16 Concentration T:ime (min) : 22
Curve #: 68 Lag Time (hrs) : 0
DCIA($) : 0
SE CORNER REDSGN. CRSE. - RE-ROUTED TO SO.. PROP LN
❑
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [5]
„ Copyright 1995, Streamline Technologies, Inc.
Woodland CC' Redesign Mode•1
********** Input Report *****************�******,t****.*,******.********************
: --------Class: Basin---------------------------=--------------------------------- •
, Basin: RGC4A Node: CONTROL Status: On Site Type: SCS Unit Hydr
' Group: BASE
Unit Hydrograph: UH484 , Peak Factor: 484
Rainfall File: SGSII-,29 Storm Duration(hrs) : 24
Rainfall Amount(inj ;: 3.5.
Area(,ac•) : 6.28 Concentration Time (min) : 25
Curve #: 72 Lag Time(:hrs) : 0.04 "
DCIA($) : 0
REDESIGNED GOLF COURSE AREA TO WOODLAND DRIVE
' --------Class: Basin------------------------------------------------------------
Basin: RGC4B Node: CONTROL Status: On Sit'e Type: SCS Unit Hydr
Group: BASE
Unit Hydrograph.: UH484 Peak Factor: 484 _
Rainfall Filei> SGS-II-24 Storm Dur'ation(hrs) : 24
'Rainfall Amount (in� : 3:5
Area(ac� ; 2,.54 Concentration Time (min) : 25
Curve #: 69 Lag Time (hrs) : 0
DCIA($) : 0
CLUBHSE/REDESIGNED _GOLF COURSE TO WOODLAND DRIVE
--------Cla'ss: Basin--------=--------------=------------------------------------
Basin: .RGC:4.0 Node: SPL Status: �On Site Type: SCS Uriit Hydr
Group: BASE �
Unit Hydro:graph: UH484 Peak Factor: 484
Rainfall File: SCSII-24 Storm Duration'(hrs) : 24
r Rainfall Amount (_in,) : 3:5
Area{.ac)' : 64 .85 Concentration �Time(min) : 37
� Curve #�: 70 Lag Time ('hrs) : 0
DCIA($) � �
REDESIGNE�GOLF COURSE T0 SOUTH PROP.ERTY L�. �
i-� . - , ,
. Advan'ce`d Interconnected Channel & Pond Rgut=ing (ICPR Ver 2.10) [6]
� Copyright 19.95; :Streamline' Technologies, Tnc.
- Woodland. CC �Redesign ModeT. _
********** ITlpllt RepOT.t -**+*.�****************;****�**.,*;*;*****************�********
- --------Class: Pipe=-'_------:-----------------------�-----------------------------
Name: RPl E'rom Node:: RW I;ength(f�t) : 165
Group: BASE To Node: REXS.TONE: Count: 1
� - UPSTREAM DOWNST:REAM Equation: Average K ,
. Geometry: Circ,ular" Circular FTow: Both
, Span,(in) : 60 � '60 Entrance; Loss C:oef: 0.7
_ ' Rise:(in) : 60, � 60 Exi�t Lo.s;s Coef: 1
Inv,ert (f.t) : 792.�'S4 791.69 Bend Loss Coef: 0
Manning'�s N: �0:019 0.019 Outlet Cntrl Spec: Use dc or tw
Top Clip(in,) : 0 0 Irilet Cnt_rl Spec: Use dn
Bottom Clip,(.in) : 0 0 5tabilizer Option: None
Upstream FHWA In1et Ed'g,e Description�: .
Circular Concrete: Square edge w/ headwall 1 1 - ,
Downstream FHWA Inlet Edge Descripti:on:
Circular Concrete: Square edge w/ headwall 1 1
PIPE UNDER KEYSTONE AVE � _
-- --------Class: Pipe--------------------------------=--=-------------------------
, Name: RP2 From Node: PONDl Length(ft) : 50
Group: BASE To Node: POND2 Count: 1
• UPSTREAM; DOWNSTREAM Equation: Average K
' Geoinetry; Cireul'ar` Circular Flow: Both "
Span(in_j : ,3�6 36 Entrance, Loss Coef: 0.5
Rise (iri) : .36 36 Exit Loss Coefi 1
Invert (ft) : 815 815 Bend Loss Coef: 0
Manning'�s N:- 0.0!13 0.013 Outlet Cntr1 ;Spec: Use dc or tw
- Top Clip(in) : 0 , 0 Inlet Cntr1 Spec: Use dn
Bot_tom Clip(in,) : 0 0 Stabilizer Option: None
Upstream FHWA I'nlet :Edge Description:
Circular Concre:te:: 'Square edge w/ headwall 1 1
Downstream :EHWA Inle:t Edge Description: _ . '
Cireular Goncrete: Square edge w/ hea,dwall 1 1
PIPE CONNECTING BONDS #1 & #2
� .
Advanced Inter,connected. Channel & Pond Routing (ICBR Uer 2.10) [7]
Copyright 1:99'S,, Streamline Technologies, inc. _
Woodl.and :CC Redesign Model • -
� • .
*******�*� IripUt R2pOrt '*****************�***********+**�****�******�********'***
--------Class: Pipe----=--------------------------------------------------------
Name:: RP3 From Node: POND2 Len"gth(ft) : 210
Gr.oup: BASE. To Node:: QONTROL2 Count: 1
UPSTREAM DOWNSTREAM Equation: Average K,
Geometry': Circular Circular Flow: Both
Span(in) : 15 15 Enfr-ance Loss Coef: 0.5
. Rise (in) : 15 15 Exit Loss Coef: 1
Invert (ft) : 815 812 Bend Loss Coef: 0
Manning's N: 0'.013 0.013 Outlet. Cntrl Spec: Use dc or tw
Top Clip(in) : 0 0 Inlet Cntrl Spec: Use dn
Bottom Clip(in) : 0 0 Stabilizer Option: None
Upstream FHWA Inlet Edge Description-:
Circular Concrete; S.quare edge w/ headwall ° 1 1
Downstream FHWA Inle:t Edge Description:
Circular Concrete:• -S'quare edge w/ headwall , 1 1 •
OUTEALL FROM POND #2 (LARGE POND)
--------Class: Pipe-------------------------------------------------------------
Name: RP9 From Node: POND5 Length(ft) : 50
Group: BASE To Node: CH1 Count: 1
UPSTREAM DOWNSTREAM Equation: Average K
Geometry: Gircular �Circular Flow: Bot'h
Span(in) : 12 12 Entrance. Loss Coef: 0.5
Rise (in) : 12 12 Exit Loss Coef: .1
Invert (ft) : 795.5 799 .5 Bend Loss Coef: 0
Manning's N: 0.013 0.013 Outlet Cntr1 Spec: Use dc or tw
� Top Clip(in) : 0 0 Inlet Cntrl Spec: Use dn
Bottom Clip(in) : 0 0 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall 1 1
Downstream FHWA Inlet Edge Description:
Cir.cular Concrete: S,quare edge w/ headwall 1 1
OUTFALL FROM NEW POND#5 (POND ON OLD HOLE #5)
❑
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [8]
Copyright' 1995, Streamline Technologies, Inc.
Woodland CC. Redesign Model
********** **�*.*********************;******�*************************.
Input Report� �
--------Class: Channel----------------------------------------------------------
Name: CHAN1 From .Node: CH1 Length(.ft) : 115
Group: BASE To Node: RW Count: 1
URSTREAM DOWNSTREAM
Geometry: 'Trapezoidal Trapezoidal Equa.tion: Aver Conveyance
Invert(ft) : 794,.13 792.81 Flow: Both
TOB(ft) : 796 796 Eddy Contrac Coef: 0.3
. Manning's N: 0.013 � 0.013 Eddy Expa.n.s �f: 0.5
. TClip(ftj : 0 0 Entrance Loss Coef: 0.5 �
,. BClip(ft) : 0 0 Exit Loss Coef: 1 •
• . Main Xsec: Outlet Gntrl Spec: Use dc or tw
AxEll (ftj : Inlet Cntrl Spec: Use dn
Aux•Xsecl: Stabilizer Option:° None "
AxE12 (ft) :
Aux Xsec2:
. TWidth(f.t) : ,
Depth(ft) :
BWidth(ft) : 15 15
LSdSlp(h/v) ; 5 5 .
RSdSlp(h/v) : 5 5
� OUTLET CHANNEL FROM POND #5
--------Class: Ghannel•----------------------------=-----------------------------
Name: CHAN2 From N'ode: CONTROL Length(ft) : 1620
Group: BASE T.o Node: SPL � Count: 1
UPSTREAM` DOWNSTREAM
Geometry: Trapezoida_1 Trapezoidal Equation: Aver Conveyance
Invert (ft) : 805.9 793.5 Flow;: B,oth
' . TOB(ft) : 8`09 796 Eddy Contrac Coef: 0.1
Manning's N; 0.035 0.035. Eddy Expans Coef: 0.3
T.Glip(.ft) : 0 0 Entrance Loss�. Coef: 0.5
BClip(ft) : 0 0 Exit Loss Coef: 1
Main Xsec•: Outlet C.ntrl Spec: Use dc or tw
AxEll (ft) : Inlet Cntrl Spec: Use dn
Aux Xsecl: Stabilizer Qption: None „ .
AxE12 (ft) :
Aux Xsec2: ..
TWidth(ft) : .
Depth(ft) :
. BWidth(ft) : 5 5 '
: L'SdS1p(h/v) : 10 10
RSdSlp{h/v) : 1•0 10
SWALE. QN R.EDESIGNED CRSE TO SOUT,H PROP LINE
�
Advanced Interconnected Channel & Pond Routing (IGPR Ver 2.10) (.9]
Copyright 1995, Str,eamline Technologies, Inc..
Woodland CC Redesign Model
****,****** Input Report ********************************************************
--------Class: Channel---==-----------------------------------------------------
Name: CHAN3 From Node: CONTROL2 Length(ft) : 650
Group: BASE To Node: CONTROL Count: 1
UPST.REAM DOWNSTREAM
Geometry: Trapezoidal Trapezoidal Equation: Aver Conveyance
Invert (ft,) : 8,12. 805.9 Flow: Both
TOB(ft:)' : 815 . 809 Eddy Coritrac Coef: 0.1
Manning's N: •0:035 0.035 Eddy Expans Coef: 0.3
• TClip(ft) : 0 0 Entrance. Loss Coef: 0.5
BClip(ft) : 0 0 Exit Loss Coef: 1
Main Xsec• Outlet Cntrl Spec: Use dc or tw
AxEll (ft) : Inlet Cntr1 Spec: Use dn
� Aux Xseal: Stabilizer, Option: None
AxEl2 ('ft') :
Aux Xsec2:
T.Width(ft) : • �
Depth(ft) :
BWidth.(ft) : 5 5
� LSdSlp��(h�/v�) :� 1���0 � 1�0 � .
RSdSlp(h%v) : 1.0 10
SWALE FROM POND#2' °OUTFALL TO CONTROL •
--------Class: Gh'annel---------------------------=------------------------------ '
Name:, CHAN4 - From Node: SECORNER Length.(ft) : 720
Gr:oup: BASE To Node: SPL Count: 1
UPSTREAM DQWNS,TREAM
Geometry; Trapezoi-dal T:r-apezoidal Equat-ion: Aver Conveyance
Invert (ftj : 796 793,5 Flow: Both
� TOB(ft) : 799 796 Eddy Contra'e Coef: 0.1
, Marining's. N: 0.035 0.035 Eddy Expan�s Coe:f: 0..3
TClip(ft) : �0 0 Entrance Loss Coef: � 0.5
BClip(ft) : 0 �0 Exi°t Lo`ss Coef: 1
Main Xsec: Outlet Gritr1 Sp.ee: , Use dc or tw
AxEll (ft,) : � Inlet Cnt-r'1 Spec: Use dn
Aux Xsecl: StabiTizer Qption: None
AxE12 (ft) :;
Aux Xsec2:
TWidth(ft) :
' � Depth(f;t j :
. BWidt!h(ft)':. :5 . 5
LSdSlp`(;hLvj : 5 5
RSd;Slp.(`h/v') : �5 �5 �
NEW SWALE'/UNDERDRAIN ON SE CORNER
�,
... Ad�anced Interconriected Claannel & Pond Routing ,(``ICPR Ver 2.10) [10]
- Copyright 1995, Str-'eamline Technologies, Inc.
Woodland CC Redes'ign'Model .
*�.******** Input Report *:******+*******�******.�-,*.**�**,*********.**:*****:�***��***�*
----Class: Simulation----------------------=--------------------------------
G:.\IGPR2\WOODD\DEV100 '
Execution: Both �
Header:
---------HY-DRAULICS-----------------------------HXDROLOGY--------------------
Max De1ta Z (ft) : �1
Delta Z Faetor: 0..0.5 Override Defaults: Yes
Time St'ep Qptimize�r: 0 Storm Dur(ihrs) : 24
Drop Structur,e Optimizer!; 0 R"ain Amount(in') : 6
Sim .S:tar;t Time{,hrs) -: 0 Rainfall File: .SCSII-24
Sim End °Time'(hrs•), : -24
Min_ Galc Time (;sec) ; 1 �
Max Calc, 'Time('sec.) : 1+5
� . T�o, Hour°: . P;Inc(min,J : To Hour: BInc(min) :
10 30 • 0 5
16 5 ' 24 S . .
2'4 �60
-=-------GROU,P' SELECTIONS-------------------------------------'=--------------
+ _BASE [Ol/2'3/00] . ' '
--Class: Simulation-------------------------------------------------------
° C:�IGPR2'�WOODD�I.O;Y.RD
Execiition: Both �
Header: lOYR � �
---------HYDRAULICS-----------------------------HYDROLOGY--------------------
Max Delta Z (f,t) : 1
Delta Z Factor: 0.05 Override Defaults: Yes
Time Step Optimi-zerc; 0: Storm Dur(hrs�p�: `24
Drop� Structure Optimizer: 0 Rain Amount (in) : 4 .08
Sim Start Time(hrs) : 0; • Rainfall E'ile: SCSII-24 .
Sim `End 'Time (hr.s j : 2'4
Min Calc Time (sec) : ,1
�Max Calc Time (sec'): : 15
To Hour: PInc(min) : To Hour: PInc(min) :
10 30 0 5
` 16 5 24 5 �
24 60
---------GROUP SELECTIONS----------------------------=-=---------------------
+ BASE [O1/23/00]
❑
Advanced Interconnected- Ghannel & Pond Routing (IC:PR Ver 2.10) [11]
Copyright 1995, Streamline T;echnologies, Inc.
Woodland CC Redesign Model
*********.* Iriput Report *******.**************.**************+**���*******�*�*****
--------Class: Simulation------------------------------=------------------------
C:�ICPR2�WOODD�2YR2 '
Execution: Both
Header: 2YR DEVELOP,ED '
- ---------HYDRAULICS-----------------------------HYDROLOGY---=----------------
Max Delta Z (ft) : 1
Delta Z 'Factor: 0.5 Override Defaul.ts: Yes
Time Step Optimizer: 0 Storm Dur(hrs) : 24
Drop Structure Optimizer: 0 Rain Amount (in) ; 2.64
Sim Start Time(hrs) : 0 Rainfal'1 File: SCSII-24.
Sim Ehd Time(hrsjc 24
Min Calc Time (sec) : 1
Max Calc Time (sec') : 15
To Hour: PInc(min-) : To Hour: PInc(min) :
� 10 30 0 5
16 5 24 5
24 60 .
---------GROUP SELECTIONS--=----------------------=-----'--=------------------
+ BASE �[O1/23/00]
ii
„ `RUNO��CURVE NUMBER COMPUTATION. � Version 2.00u
Projeet ; Woo.dland County; C1ub .Redesign U,ser: :BDS D,ate: .
.-, :County : HAMILTON � ' Sta.te: IN Cheeked; Date:. �
�Subtit'le: � ,
.�S;ub,ar,ea : exl • '
' Hydrolo.gic S'qil Group
COVER DESCRI`PTION A B C D
. Percent (CN) �
FULLY DEVELOPED URBAN AREAS (Veg Estab. )
Qpen space (Lawns,parks etc,.)
- Good condition; g`r-ass cove"r-. >> 75°s - 65 (61j 32 (74) -
Impervious Ar.eas
Paved parking ,lots, r,qofs, dri�veways - 2 (98�,) 1 (98) -
Total Area (by Hydrologic Soi1 Group) 67 33' � •
_ . .�_ . . ._. _ -
SUBAREA: e,xl TOT-AL: DRAINAGE AREA: 1'.00 Percent WEIGHT,Ep CURVE NUMBER: 66
❑ RUNOFF GURVE NUMBER COMPUTATION Version 2.00❑
Pro�ect: : Woodland County C1ub .Rede;sign User: BDS' Date:
Count y : HAMILT,ON S.tat,e: IN Checked: Date:
=Subtitle:
Subarea :' ex2
Hydrologic� S:oi1 Group
: COVER �DESCRIPTION A B• C D
` Percent (CN)
FULLY -DEyELOPED URBAN AREAS .(Veg Es�tab. )
Qperi spa:ce (Lawns,parks et°c.;)
. � Good condition; grass cover :> 750' - 62 (61�.) 31 (74) -
Impervious;.Areas
Paved parking lots, roofs`, dri;yeways - 5 (98`:) 2 (98) -
. � Total Area (by Hydrologic Sqil Group) 67 33 � .
----
,SUBAREA: ex2 TOTAL DRAI�NAGE' AREA: 100 Percent WEIGHTED� CURVE :NUMBER: 68
CI RUNOE:F CURVE NUMBER COMPUTATION , . Version 2.00❑
� Proj'ect : Woodland Count:y Glub, Redesign User: BDS Da�te:
Courity : HAMILTON . St`a,te: IN Checked: Date:
Subt`itle: '
Subarea : ex3
. .. Hydrologic Soil Group
COVER DESCRIPTI.ON A B C D
� Percent (CN)
FULLY DEVELOPED ,URBAN' :AREAS (Ueg Estab. ) °
Open space. ('I,awns_,park's etc. ) ,
Good eondition, gsass cover > 75� - 62`('6'1) 31 (79) -
Impervious Areas • •
`P.aved parking lots, roofs, driveways - 5 (98) 2 (98) - •
Total Ar:ea (by Hydrologi:c Soil Group,). 67 •33 '
SUBAREA: ex3 TOTAL DRAINAGE AREA: 100 Percent WEIGHTED CURV�E NUMBER:' 68
-------------------------------------------------------------------------------
❑ • RUNO;FF CURVE. NUMBER COMPUTAT.ION Version 2.00❑
Project : Woodland County C1ub .Redes'ign Use"r: BpS Date:
County : HAMILTON State: IN Checked: Date:
�Subtitle: � • �
Subarea : ex4A ,
Hydrologic Soi1 Group
COVER DESCRIPTION A B C D
Percent (CN)
FULLY DEVELOPED URBAN AREAS (Veg Est`ab. )
Open space (Lawns,parks etc,. )
Good condition; grass co�er > 75�5 - 54 (61) 26 (74) -
Impervious Areas
Paved parking lots, roofs, driveways - 13 (98) 7 (98) -
Total Area (by Hydrologic Soil Group.) 67 33
SUBAREA: ex4A TOTAL DRAINAGE AREAc 100 Percent WEIGHTED CURVE NUMBER: 72
❑ RUNOFF CURVE NUMBER COMPUTATION Version 2.00�
Project : Woodland County Club Re;design User: BDS Date:
County : HAMILTON State: IN Checked: Date:
Subtitle:
Subarea : ex5
---------------------------=----=----------------------------------------------
Hydro:logic Soil Group
COVER DESCRIPTION A B C D
Percent (CN)
-------------------------------------------------------------------------------
� FULLY" DEVELOPED URBAN AREAS (Veg Estab. )
Open space (Lawns,par`.ks. etc. ) ,
Poor condition; grass cover < 50$ - 13 (79) 7 (86) -
OTHER AGRICULTURAL LANDS
Woods poor - 54 (66;) 26(77) -
Total Area (by Hydrolo.gic Soil Group) 67 33
---------------------
SUBAREA: ex'S TOTAL DRAINAGE AREA: 100 Percent WE_IGH-TED .CURVE NUMBER: 72
----------------
❑ RUNOFF CURVE NUMBER COMPUTATION Version 2.00❑
Pr;oject : Woodland County C� -Red'esign User: BD5 � Date:: -
County : HAMILTQN State: IN Checked: D'ate:
. Subtitie: ' •
� - S:ubarea : ex;9B
_ Hydrolo,gic Soil Group
COVER DESCRIPTION A � B C D
" 'Percent (CN)
FULLY DEUELOPED URBAN AREAS (Veg, Estab.)
-Open space (Lawns,parks° ete:)
Good condition; grass cod"er > 75% - 60.(61) 30 (74) -
. Impervious Areas � �
Paved parking lots, roofs, driveway"s - 7'('98) 3 (98) - '
Total Area (by Hydrologic Soil. Gr:oup:) 67' , 33
SUBAREA: ex4B TOTAL DRAINAGE° AREA: ,l•00 Percent WEIGHTED CURVE NUMBER; 69 ��
�' RUNOEF °CURVE� NUMBER, COMPUTAT:ION Version 2.0'0❑
Pro"jeet : Wood-land County Cliib Rede"sign User:+ BDS, Date:
County : HAMILTON „ S�,t`at'e: IN Checked: Date:
Subtitle:
S'ubarea : ex4C , •
Hyd'r,ologi�c, Soil Group
. COVER DESCRIPTION A B C D
, Percent (CN)
'r EUL�LY .DEVELOPED URBAN AREAS (,Veg' Estab. ) ' '
Open space' (Lawns,parks et`c. )
. Good condition; gras's eover '> ,7'5'.s - 36(61) 17 (74) -
Impervious Areas •
Paved park=ing lots, roofs, drivewap:s - 14,(98>j 7 (98) -
CULTIVATED AGRICULTURAL LANDS �
� Sma11 grain Straight row (SR) g,00d - 16(75.) `10 (83) -
Total Area (by Hydrologic Soi`1 Groupj 66. 3.4
5UBAREA: ex4C TOTAL bRAINAGE AREA: .100 Percent WE'I�GHTED CURVE NUMBER: 75
,. �...,
� ❑ , T,IME' OE' CONGENTRATION AND TRAVEL TIME Version 2.00❑
Project Woodland Count,. Club Redesign User: BDS Date:,
• y . �
County : HAMILTON' State: IN Checked: Date:
' �Subt�itle: � � � � � � �
� Subarea #1 - exl --_--
Flow Type� 2 year �Len.gth Slope Surface n Area Wp Vel;ocity Time
rairi (�ft;} , (..ftl.ft) code (sq/ft.j (ft) (ftlsec) (hr)
Sheet 2. 9 300� ..q;2, e 0.413
ShaTlow Goncent'd 7.90 '.,.02'5� u 0.086
,. Open Channel '3''80 • � 2.5 0.042
Time of Concentra,t°ion = 0.54*
--=---=----------------------- Subarea #:2 - ex2 -------------------------------
Flow Type 2 year Lerigt.h Slope Surface . n Area Wp Velocity Time
rain (ft) ('ft/ft) code (sq%ft) (ft) (ft/sec) (hr) �
Sheet 2.9 300 .:033 e 0.338 °
Shallow Concent'd 1000 .0142 u 0.144
Open Channel 200 2.5 0.022 -
T'ime of Concentrat`ion = 0.50*
==--------- -==---------------- :Subar.ea #3 - ex3 ----=-----=------:--------------
Flow Type 2� year Length ;Slope Surface n. Area Wp Velocity Time
rain (ft) (�ft,/ft,'j code (sq/ft) (f`t) (ft/sec�) (hr) �
Sheet 2.9 300 :;633. e 0.335
SYiallow Concen�t'd 4;50 0.178 u 0..018
, . T'ime 'of' Goncentration = 0.36*
' ---_--------------------------- Subarea '#4 - ex4A ------------------------------
___
, Elow �Type 2' ye_ar Length_ Sl�ope Surface n Area Wp Velocity Time
ra°in (;ft) (:ft/f,t) eode (sq/ft-) (`ft) (ft:/sec) (hr)
Sheet • 2.9 300 .005 e 0.719
ShaTTow Concent'd 1000 :004 u 0.272
'. Opeii Ghannel 910 � 2.5 0.101
Time of Concentration = 1.09*
Open Channel 3'60 2.5 0.040
, T,r,avel Time = 0.04*
❑ TIME OF GONGENTRATION AND TRAUEL, TIME Version 2.00❑
,Pr-oject : Woodland Coun:ty Clul? Red'e`sigri User: BDS ' Date:
� County : HAMILTON Sta:te: IN Checked,;, Date:
Subt°it'le:.
------------------------------- S,ub'are'a #5 - ex5 --=--------=----=--------------
� Flow Type 2 year Leng�th S�lope Surface n Area Wp ' Velocity Time _
rain (ft)' (ft%ft) code (,sq/ft) (ft) (ft/sec) (hr)
She'et 2.9 300 .02 f 0.602
Shallow Concent'd 350 .05'7 u 0.025
Operi Chanriel 1300' 2.5 0.144
Time o€ Conceiit'ration = 0.77*
------- Subarea #6 - ex4B --`=---=
Flow Type 2 year Length Slope Surface n Ar-ea Wp Vel-oeity. Time
r•ain (ft) (ft/f;t) code (sq/ft) (,ft) (ft/sec)� (hr)
Sheet 2'. 9 30'0 :024 e 0.384
Shallow Concent�'d 46;0 .012 u 0.072
Time o'f Concentration = 0.46*
Open Channel • 690 2.5 0.077 .
� • T�el Time 0.08*
------------------------------ Subarea #7 - ex4C -----------------=-------------
Flow Type 2 year Lengtti Slope Surface n Area Wp Veloci'ty Time
rain (ft) (ft/ft) ; code (sq/ft.) (ft) •'(ft/sec) (hr)
Sheet - 2.9 300 .01 e 0.545
Shallow Concent'd 520 .022 u 0.060
Time of Concentration = 0. 61*
--- Sheet Flow Surfaee; Codes ---
A Smooth Surface F Grass, Dense --- Shallow Concentrated ---
B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes ---
C Cultivated < 20 o °Res. H' Woods, Light P` Paved
D Cultivated > 20 $ Res. I Woods, Dense U Unpaved ,
, �
E Grass-Range, Short ,J Range, Natural
. . ; ��`� . .
. RUNO�CURVE NUMBER COMPUTATION �� V:ersion 2.00❑
Project : Woodland' County Club Redesign Userr BDS Date:: � '
: County �: �HAMILTON •State: IN Ghecked: Date:
' SubtitTe:
Subarea : NEGORN
• Hydr.olo,gic S'oil Group
COVER 'DESCRIPTION A B C D
� Percent (CN-)
FULLY DEUELOPED URBAN AREAS (Ve'g 'Es:tab. )
Impervious A.reas
Paved parki_ng lot;s, roo'fs, driveways - 7:5('98) 15,(98) 10 (98)
Total Area (by Hydrologic Soi-1 °Groupj 75 1:5 10
SUBAREA: NECORN TOTAL DRAINAGE AREA,:, 100 Percent WEIGHT.ED CURVE NUMBER: 98
❑ . RUNOFF CURVE .NUMBER COMPUTATION Version 2.00ii
Project : Woodland County Club Redesign User: . BD`S. Da_te:
County : HAMILTON State: IN Checked: Date:
Sub:title.:
Sub�area : RGG1P'
_
Hydrologic Soil Group
COVER DESCRTPTION A B C D -
Percerit (.CN) .
; FULL�Y DEVELOP&D URBAN AREAS (Veg E_stab. )
. Open space (Lawns,parks etc. )
. Good condi;tion; grass couer > 75 0 - 65 ('6`1} 15;(74) - �
Impervious Areas
Paved •parking Iots, roofs, driveways - 5 (98.) 15 (98) -
Total Area (by Hydrologic Soil Gro:up) 70 30
SUBAREA: RGC1`P� TO:TAL DRAINAGE AREAc 100 Percent WEIGHTED CURVE NUMBER: 70
----- _ _ .
!i RUNOF,F CURVE NUMBER COMPUTAT,ION . Ver'sion 2.00❑
P'roject : Woodland Gounty G1ub Red'esign , User: BDS Date':
• County : HAMILTON State: IN Checked: Date;�
Subtitle:
Suba•r•ea : RGG2P
' . -. Hydr;ologic Soil Group
COVER DES,CRIRTTON A B C D
. � �� Per-cent (CN) ,
FULLY DEUELOPED URBAN �AREAS (Ueg Estab. )
Open space (Lawns,,parks ete. ) �
Good condition; grass cover > 75'% - 50 (61) 20 (.74) 10 (80)
Impervious Ar-eas � °
Paved parking lots, roof's., d�ri�eways - 5 (98) 5(98) 10 (98)
. . . � �
, To.tal 'Area (by Hydrologic :Soil Group) 55 25 ' 20 .
SUBAREAc RGC2P TO:TAL ,DRAINAGE AREA: 100 Per'cerit? WEIGHTED CURVE NUMBER: 73
ii � • RUNOFF CURUE NUMBER COMPII.TATION Version 2.00❑
Project : Woodland County Club Red@sign Use"r: BDS Date:
County : HAMILTON S,tate: IN Checked: ' Date:
Subtitle:
� Sub`area : RGC1 �
. _ � Hydrologic So:il Group
COVER D'ESCRIPTION A B ' C D
� Percent (CN)
, . �• `FULLY. DEV,ELOPED URBAN AREAS ,(�Veg Estab. )
Open space (Lawns,par,ks e.tc.)
Good condition;, grass cover .> -75`0 - 70(61•) 30.(74) -
� Total Area (by �Hydrologic So:il .Groupj 70 .30
,
' SiJBAREAc RGC1 TOTAL DRAINAGE; AREA: 100 Percent W,E-IGHTED CURVE NUMBER: 65
❑, RUNOFE' CURVE NUMBER COMPUTATION Version 2.00❑
P,.roject : Woodland County Club Redes-ign User: BDS Date:
County :' HAMILTON ,� ' S,tat'e: IN Checked: Date:
Subtitle: � ,
Subarea : RGC2 � • '
Hydrologic Soil Group
COVER DESCRIPTION A B, C D .
Percent (CN) .
FULLY DEVELOPED URBAN AREAS '(Ueg E_stab. )
Open space (Lawns,parks e:t:c. )
Good condition; grass cover > 75:% - 62'(61;) 31 (74) -
Impervious Areas
P,a,ved parking Iots, r,00f's, driveways - 5 (98,) 2 (98) -
Total Area (by Hydrologic Soil Gro.up) 67 33
: . _ . _ ._ , •
SUBAREA: RGC,2` TOTAL DRAINAGE AREA: 100 Percent WEIGHTED CURVE NUMBER: 68
❑ RUNOEF CURVE NUMBER COMPUTAT.ION Version 2.00❑
Project : Woodland County Club Redesign User: BDS Date:
Cotinty :. HAMILTON State; IN Checked::. Date:
. Subtitle: �
Subarea : RGC4A ,
, � Hydrol_og:ic.,Soil Group
� �COVER DESCRIPTIbN A B C D
�
� � •
Perc�t (CN)
_ FULLY DEVELOPED URBAN AREAS (Veg Estab. )
Open space (Lawns,par.ks etc. )
Good condition; grass cover > 75� - 54 (61) 26 (74) -
Impervious Areas
Paved parking lots, roofs., dri�eways - 13 (98) 7 (98) -
� Total Area (by Hydrologic Soil Group) 67 33
-------------------------------------------------------------------------------
SUBAREA: RGC4A TOTAL DRAINAGE AREA: 100 Percent WEIGHTED CURVE NUMBER:' 72
❑ RUNOFF GURVE' NUMBER COMPUTATION Version 2.00❑
Project : Woodland County Club Redesign User:; BDS Date:
County : HAMILTON State: IN Checked: Date:
Subtitle:
Subarea : RGG4B
-------------------------------------------------------------------------------
- Hydr,ologic Soil Group
• COVER DESCRIPTION A B C D
Percent (CN)
FULLY DEVELOPED URBAN' AREAS (Ve,g Estab. )
Open space (Lawns,parks etc. )
Good condition; grass cover > 75� - 60 (°61) 30 (74) -
Impervious Areas
� Paved parking lots, roofs, driveways - 7 (98;) 3 (98) -
Total Area (by Hydrologic Soil Group) 67 33
SUBAREA: RGC4B TOTAL DRAINAGE AREA: 100 Percent WEIGHTED CURVE NUMBER: 69
-------------------------------------------------------------------------------
u RUNOFF CURVE NUMBER COMPUTATION Version 2.00❑
Project : Woodland County Club Redesign User: BDS Date:
County : HAMILTON State: IN Checked: ' Date:
Subtitle:
Subarea : RGC4C
Hydrologic Soil Group
COVER DESCRIPTION' A B C D
, Percent (CN)
FULLY DEVELOPED URBAN AREAS (Ve;g Estab. )
� Qpen space (Lawris',parks etc. )
Good condition; grass cover > 75% - 64 (61) 16 (74) -
Impervious Areas
Paved parking lots,; roofs., driveways - 14 (9.8) 6(98) -
Total Area (by Hydrologic Soil Group) 78 22
- � �. ,
•, SUBAREA: RGG4C . T.QTAL DRAINAGE AREA: 100" Percent WEIGHTED CURVE :NUMBER: 70 �
Ci • RUNOFF''�GURUE NUMBER COMPUTAT;ION Version 2.0;0❑
Proj'ect : Woodland County Club Rede'sign User; BDS Dat'e:
County : HAMILTON State: IN Checked: , Date:
Subti:tle:
• Subarea : RGCS` _
, Hydrologic Soil Group
COVER DESCRIPTION A B C D „
- � Percent (CN)
� F.ULLY DEUELOP.ED URBAN AREAS (Veq, Estab.)
Open space (Lawns,,parks etc. ) -
° Good conditio.n; grass cover >_ 75°s , - 50 (61.) _5Q (74) - �
Total Area (by Hydrologic S,o`i'1 Group) • 5Q � 50 �
SUBAREA: :RGCS TOTAL DRAINAGE AREA�: :1'00 Percent WEIGHTED CURVE NUMBER: 68
❑� RUNOFF CUR.UE NUMBER COMPUTATION Version 2.00❑ .
Pr:o�.ect : Woodland County C1ub Redesi:gn User: BDS Date:
Co.unty : HAMILT.ON' State: IN Checked: Date:
Subtitle: '
Subarea : RGC3
, - ._ ,.1_. _ . . _. _. _.. `. .
Hydrologic Soi1 Group
.; COVER DESCRIPT•ION A B C D
� ' Percent (CN)
FULLY DEUELOPED URBAN AREAS {Ve,g Estab. )
Open space (Lawns,parks etc. )
Good condition; grass couer > 7'S'% - 2S(61j � 15 (74) -
OTHER AGRICULTURAL LANDS - -
Woods poor - 40 (66:) 20(77) -
� Tota1 Area (by Hydr"'ol,ogic Soi"1 Group)- 65 35
� ,
SUBAREA: RGC3 TOTAL DRAINAGE AREA: 100 Percent WEIGHTED CURVE NUMBER: 68
U � T,IME °OF GONCENTRATION AND TRAVEL TIME Version 2.00❑
Project : Woodlarid Gounty Gl•i:ib Redesign User: BDS . Date:
County : HAMILTON State: IN Checked: Date:
Subtitle; _
--------=.-=-----�------------- Suba`rea #1 - NECORN ----------==------------------- ,.
Flow Type 2 year Len,gth S1ope Sur.face n Ar;ea , Wp Velocity' Time
ra�in (ft') {ft/ft� code (sq/f't) (ft) (ftlsec) (hr)
Sheet 2.9 3'00 " .0`2 e 0.413
� Shallow ;Coricent'd 7'90 .025 u � 0.086
Open Charinel � 360 2.5 0.042
• Time of Con�"tration = 0.54* �
------------------------------ Subar,ea #2 - RGC1P -----------------------------
Flow Type 2 .year Length Slope Surface rn Area Wp Uelocity Time
rain (ft) (.ft/ft') code (sq/ft`.) (.ft). (ft/sec) (hr)
Sheet 2.9' 300 .033 e � 0.338 �
Shallow .Concent"d 1000 .01.42 u 0.144
Open Channel 200 2.5 0.022 ,
Time of: Concentration = 0.50*
-------------------------.-=--= :S.ubarea #3 - RGC2P ----------------------------- .
Flow Type 2 year Length S,lope Surface n Area Wp• Velocity Time
rain (ft) (ft/;ft) code (sq/ft) (ft,} (ft/sec) (hr)
Sheet 2. 9 300 :033 e 0.3.38
Shall;ow Concent'd 450 0,.;178 u 0.018
. Time of Goncentration = 0.36*
------------------------------ Subarea, #4 - RGC1 -------------
Flow Type 2 year � Length Slope .Sur--face n A�rea Wp Velocity Time
rain (ft) (ftl"ft) code (sq/ft) (ft) '(ft/sec) (hr)
, Sheet 2:9 300 .005 e 0.719
Shallow 'Concent'd 1000 :004 u . 0.272
Open Charinel 910 2.5 0.101
Time of Concent'ration = 1.09*
Open Channel 360 2.5 0.040
Travel Time = 0.04*
❑ TIME OF 'GONCENTRATION AND T.RAVEL TIME Uersion 2.00u
Pr.oject : Woodland County Club •R"edes:ign Userc BDS Date:
County : HAMILTON State: IN Checked: Date:
Siib:title: ,
----------------------------=- S:ub:are'a #5 - RGC2 --------------=---------------
.Flow Type 2 year Length . Slope, 8urface m Area Wp Velocity Time
rain (ft) ('ft.%f.t') code (sq/ft) ('ft) (ft/sec) (hr)
� �She,e��t� 2.9 300! �� .02' � f 0. 602
Shallow Concent'd 350' .-0'S7 u 0.025
Open Channel 1300� 2.5 0. 144
' Time of Concentration = 0.77*
------------------------------- Subarea #6 - RGC4A -----------------------------
Flow Type 2 year Length Slope Surface n Area Wp Veloeity Time
r;ain, (°ft) (,ftJft) code (sq/ft•) (ft) (ft/sec) (hr)
Sheet 2..'9 3`0,0 .:024 e 0.384
Shallow Concent'.d 460 .012 u 0.072
' Time of Concentration = 0.46*
- Open Channel 690 2.5 0.077 �
. Travel T=ime = 0.08*
. : .
. ' . . .. _, � � �
a.� .
--- Sheet F1ow Surface coaes ---
� - A Sinooth Surface F Gr,ass, Dense --- Shallow Gonc.e`nt�rated ---
B Fall-ow (No 'Res. ) G Gra�s's, Burmuda --- Surface`• Codes ---
C Culti�ated < 20 o Res. H Woo,ds, ,Light P Paved.
D Cultivated '>• 20 o Res. I Woods, . Den'se U Un'pa�ed
E Grass-Range,; •Short J Range,, Natural
L
,.