HomeMy WebLinkAboutOpen Space Plan & Development Report
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Earlham Village
OPEN SPACE PLAN
&
DEVELOPMENT REPORT
Submitted by:
Earlham College
801 National Road West
Richmond, Indiana 47374
765-983-1211
Contact: Douglas Bennett
Prepared for:
CARMEL PLAN COMMISSION
Prepared by:
The Schneider Corporation
Historic Fort Harrison
8901 Otis Ave.
Indianapolis, IN 46216
(317) 826-7306
February 2005
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Open Space Report
Open Space Description. . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-2
Open Space Plan.. . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . ... . . ... . . . . . . .. . ., .. . . .. . . . . . . . . .. . . . . . . . . . .. . 3-9
Open Space Schedule (Exhibit A)... ...... ........ ............... ....... ........ .... ......... ... ... 10
Site Context Plari............ ............ ............ ...... ... ........... .................... ....... ... 11
Multi-purpose Path Exhibit.......................................... ... ................. ...... .., .... 12
Color Rendering................ ..... ............... ................... ....... ......................... 13
Aerial Photograph. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Woodland Evaluation Report.............. .......................................................... 15-18
Area Map. . . . . . . . . . . . . .. . . . . . . . .. . ..... . . .. . . . . . " . .. . . . . .. . . . .. . ... .. ., .. . .. .. . . .. . . . .. . . .. . . . . . . .. " . . 19
Reduced Size Drawings of Preliminary Plat................................................... .....20-24
Development Report
Site Narrative.......................... .................. .... ............ .......................... .... 25
Water Service. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 26
Sanitary Sewer Service. . . . . . .. . . ..... . . .. . . . . . . . ... . .. . . . . . . . .. .. . . . . . .. .. . .. . . . . . . . . . . ... . . . .,. . .. ... 26
Storm Drainage............................................................ ..... ....................... 27
Soils................................................................... .................................. 28-29
Soils Map... . . . . .. . . . . . . . . . .. .. . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . .. 30
Erosion ControL....................................................................................... 31
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EarIbam Village
Hamilton County. Indiana
EarIbam College
The Schneider Corporation Job No. 5271.001
OPEN SPACE REPORT
Open Space Description
Earlham Village is designed with open space as a priority throughout the community. The
development includes both Designed Open Space and Natural Open Space. Lots have been sited to
maximize orientation to the floodplains and wooded areas with minimal encroachment on natural
resources. Paths are located carefully to provide connections for residents to access all
neighborhoods within the plan and to provide residents linkages to the open space. Agricultural
Open Space and Conservancy lots are not included in the Earlham Village Plan.
BlockL, Block Ll, and Block 2M is Natural Open Space areas consisting primarily offloodway,
floodplain, and wetlands. Block Ll also includes a 14.3 acre wooded area. These areas shall be
identified as Open Space Priority Areas. These defined areas have path systems along the floodplain
perimeters and through the wooded area.
Block C, BlockD, BlockF, BlockH, Block G, Block lP, Block IH, and Block IF is Designed Open
Space Parks. These areas will include landscaping and some amenities. Some of these blocks are
designed for the play of small children while some the blocks are intended to be passive seating
areas.
Block E, Block K, Block T, Block lZ, Block Y and Block 2D is Designed Open Space and include
ponds. Block K also includes a community amenity area which may include recreation facilities.
Block K, Block Y, Block lZ, and Block T include path systems.
The Blocks remaining along the proposed collectors, 1461h Street and River Road are Designed Open
Space and accommodate the requirements of the landscaping ordinance.
Block I and Block R are Natural Open Space and sized and located to meet the code requirement of a
minimum 75' setback to adjoining subdivisions.
The remaining Designed Open Space shown in Block V, Block V, Block W, Block X, Block 2G,
Block IX, Bock lW, Block IV, Block IV, Block lY, Block IE, Block lP is intended to allow a
reprieve along R.O.W corridors and provide access to Natural Open Space.
Block 2B and Block 2H is Designed Open Space Area to the rear oflots and is intended for passive
use.
Earlham Village is coordinated with the Comprehensive Plan and meets the requirements therein.
The existing zoning classification of S-l has been preserved and density levels met. We have
acknowledge and incorporated the collectors represented on the Thoroughfare Plan aligning with
existing streets & curb cuts and have included multi-use paths as stated in the Alternative
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Earlham Village
Hamilton County. Indiana
Earlham College
The Schneider Corporation Job No. 5271.001
Transportation Plan. Weare located adjacent to an elementary school and are providing ample
space for recreation complying with the ordinance.
The Associations within Earlham Village shall be responsible for maintaining the Open Space. The
Associations shall elect Officers and a Board of Directors as defined in their By-Laws and Articles of
Incorporation. Volunteers from within their organizations shall manage the Associations. The
Associations may contract with outside agencies for the administration of the Association. The
Associations may and will like contract with outside contractors for maintenance of the open space
within Earlham Village.
The Associations shall maintain comprehensive commercial insurance including replacement cost
coverage of any structure or constructed facility as well as liability insurance in an amount nott less
than One Million Dollars ($1,000,000) per loss.
The Associations shall fund the operation and maintenance costs corresponding to the Open Space
through annual Association dues as defined within the Declaration of Restrictions. Within the dues
structure, provsion shall be made for the establishment of a capital improvement reserve in addition
to the annual operating expenses of the Association.
The project, Earlham Village, has been thoughtfully considered to become a long-term asset to the
community. The open spaces are designed to be maintained as such in perpetuity. Through
appropriate design and conservation, Earlham Village is desirous to be associated with the general
community's sense of "proper development".
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Existing Sanitary Se..er
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All.a>EN SPACE AREAS NOT ~EUD K; "NATURAl OF[N SPACE"
SI\All BE "mIGNED OF[N SPACE"
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SEE SHEET P102
GENERAL NOTES
FOR
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Sctneider
"!HE SCHNEIDER CORPORA 1\ON
Historic Fort Horri$on
8901 Otis Avenue
Indianapolis. IN 46216-1037
Telephone: 317.826.7100
Fox: 317.826.7300
www.schneidercOfp.com
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Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS. US
Home Builder Services
Interior Design
land Surve)1ng
Landscape Architecture
Transportation Engineering
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OPEN SPACE PLAN
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GlENlBJRAlL. NO"]["]BS
1. au. CR,t,Q[$ AT BOJNI)ARY SHALL t.lEET DltSTIMC GRADES.
2. IT SMALL BE 1NE RESPONSlBlUTY OF EACH SUBCON1ll:"C~
TO \fJUFY AU. EXlSTtfG unUTI[S AND CONomONS
PERTAINING TO HIS PHASE Of WORK. IT SHAlL AlSO BE
1M[ SU8CONlRACTOR"S RESPONSlBIUTY TO CONTACT THE
OIIIERS OF M YARlOUS U11UlIES FOR PROPER STAKE
~1KlN Cf,.EAQt uTU.lTY BEFCRE WORK IS STAR1[I). lHE
:,~'~~~~~~IN=~~o~ro
nuco ON lHESE PlANS OR IN THE f1[LD BEfORE WORI< IS
STARlID OR RESlJMED.
). STNCARD SPECFlCAUONS FOR THE on f:K NOBI...ES\'n.l..
lHOIANA SHALl APfILY FOR AU. SANITARY AND STQRIol S[~.
... MY PART or tHE SANITARY OR S1'ClRM SEYI9 TRENCHES
IUtNDIG UNDER PAVED AREAS TO BE BAO<flU[[) MTH
GftNAJLAR MATERIAl...
$. 1It[ SIZE AND LOCATION (1F EXISTING unuTlES SHOWN ARE
PEA WORWAllON PROWlED BY lHE RESPECn~ UTlUTY
COMPANIES. AU. UlIUTY ca.lPANIES SHOUlD BE NOmED
PRIOR 10 IMY EXCAVA1KJt4 FOR F1ELD LOCATION or SERVICES.
C. SDMC:! WALKS SHALL BE NQN-RElNfORaD CONCRElE ." lHlCl<
Md) 4' .. _1M.
7. DPANStCII JOINTS ARE EI[ PlACED AT ALl WAlk
ttrf1ERSEC1KJIt AND WAU<S AI<<) PlATFORMS. SIOEWALJ(
SCORES ARE TO BE AllY SPACED BETWEEN EXPAHSION
.ans. c;:oNTRAC JOINTS AND PERPENDQ.lLAR SlO[WAU<S
AT 5' INTERVAlS OR lESS .11-1 A CONlRACTlON .DNT E'tOY
2ft OIl LESS.
e. 4' CONCRETE SEJh1CE WAlK ACROSS fRONTAGE Of EACH lOT TO
BE CON$TRUC1ED BY OTHERS.
... tEKPClRARY mAmC CONlROl DlIUNC CONSTRUCT1ON TO
CONF'ClRM TO ~ Loc.-L AND ST..lE STANDARDS.
10. AU. CONSTRUCTION ACTIVITY ON THIS SITE 10 BE
PERF'CIRWED IN CClFUANa: .TH APPUCABLE O.S.H."
STANDARDS FOR WCR(EA SAFETY.
11. CONlRACTOR SHAll MININlZE DAWAG[ TO EXISTING TREES.
12. RDIOW: AND BACKFtU. AU. AREAS WHERE ANY F1ELD llLE
CROSSES PROPOSED HOOSE PADS. AU. nn.n lllES
IN1ERCEPl[O TO BE PERPElUA1EO INTO STOR'" SEWER
SYS1EM OR LAKE. THE SUBCONTRACTOR SHAll. Nonry IN
_lING mE QlMER AND lHE ENGINEER IN ANY
CRCUWSTANCES WHERE 'tHIS CANNOT BE ACCOWPUSHED.
13. AU.. nu. AREAS SHALL BE CCXr.IPACTED 10 AT tLAST ~
P[RC[NT rE tHE STANDARD DRY DENSITY (ASl'M 0-6518).
Fl1. UNDER 1HE FOOl1NQ SHAll BE COMPACTED TO AT
LEAST e PERCENT OF THE MAXIMUM DRY DENSITY
(ASTll 0-...).
t4. ~= ~orm~~~n~\f: (12) INCHES
,~ NO CURB UNDERORAINS 10 BE INSTAllED 8EF'ORE SUBBASE
PROCIF'ROU APPROVAL
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THE SCHNfIllER CORPORA ~ON
Historic f' art Harrison
8901 Otis Avenue
lndionapolis. IN 46216- 1037
Telephone: 317.826.7100
Fox: 317.826.7300
www.schneiclercorp.com
Architecture
Civil En9ineering
Environmentoi Engineering
Geotechnical Services
GIS . US
Home Builder Services
Interior Design
land Surve)ing
landscape Architecture
Transportation Engineering
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1HE SCIINElDER CORPORATION
Historc fort Horrison
8901 Otis A.venue
Indianapolis. IN 46216-1037
Telephone: .317.826.7100
rox: 317.826,7300
www.schneiclercorp.com
Architecture
Ci....l Enginftring
Environmental Engineering
Geotechnicof Services
GIS' US
Home Buider Services
Interior Design
Lon. Surwying
lOl"ldscope Architecture
Transportation Engineering
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lL..JBGlBND
" . .... Existing Storm Sewer
-'- _ - N.w stann Sewer
. Existing Sanitary Sewer
. New Scmitay Sewer
. .. '"'' -.. Existing Contour
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ASSUMED NORTH
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1. AU.. GRADES AT BOUNDARY SHAll. Y[[T EXlSllNG CRA()($.
2. IT SHAll BE .lHE RESPONSI8lUTY OF' EACH SUBCONTRACTOR
TO \'EfUFY AU. EXISTING UTlUTlES AND CONtll11ONS
PERTAINING TO HIS PHASE OF'~. IT SHAlL ALSO 8[
THE $UBCONlRACTOR"S RESPONSlBD.JTY TO CONTACT THE
OWNERS OF' 1HE VARIOUS U11UTlES FOR PROPER STAKE
lOCATION OF' '(AQ.l UllUTY BEFORE WORK IS STARTtD. TW[
SUBCONTRAC1OR SHALL N011FY IN WRlllNC THE OWNER AND
THE ENGINEER or ANY CHANGES. OWlSSlONS. CR ERRORS
FOOND ON MSE PlANS OR IN THE FIELD SUCRE WORK IS
STARTED OR RESUMED.
3. SlANDMO SPtOFK:"'OONS f~ lHE CITY OF' Irt08lES'-IUJ.E.
NOlANA SH~ APPLY FOR ALL SANITARY AND STORM SE\etS.
4. ANY PART or 'THE SANITARY OR $TQRU SEv.D TRENOf[S
:=~ ~:~ AREAS ltl BE BACKFILlED 'MlH
5. THE SIZE AND lOCAnQN OF EXISTING U1tUllES SHOWN A.~
PERINf'ORMATlON PROVIDED BY THE RESPECTI\'E unuTY
COMPANIES. 'All uTIUTY COMPANIES SHOUlD BE NOTIF1ED
PRIOR TO AN~ EXCAVAnON F"OR F1ElD lOCAnON CF SER\1CES.
6. SER\'lCE WAlKS SHAlL. BE NON-RElNf'ORCED CONCRETE .- THICK
AND .' IN WIDTH.
7. EXPANSION JaNTS ARE TO BE PlACED AT All WAlk
INTERSECTION',; Atc:l 8[T\W:EN WAlKS AND PlA TFORWS. SIDEWALK
SCORES ARE TO BE Ecum Y SPACED BElWEEN EXPANSION
.bns. CClNTAACTlON nNlS AND ~lAR SOEWALkS
AT ,. INTERVAlS OR LESS WITH A CONlRACTION JOINT E\f:Ry
20' OR lESS. I
8. .' CONCRETE SERVICE WAlK ACROSS FRONTAG[ or UOl LOT TO
BE CONS'TRUClED BY Oll€RS.
9. TEWPORARY TIWTIC CONTROl. DURINC CONSTRUCTION TO
CQNFQ(Uo{ TO APPUCABlE lOCA.\. -'ND STA.lE STANDARDS.
10. AU CONSTftUCT.ON ACTl'vfTY ON THIS SITE TO BE
PERflJRWED IN CONPUANCE WITH APPUCASl.E O.5.H.A
STANDARDS rnR WORKER SAfETY,
11. CONTRACTOR SHAU. Il8NIMIZE: OAMAGE TO EXISTING TRE:.:.s,
12. REWOVE AND'~ BACKFlu' ALL AREAS YfiERE ANY f1EtD nLE
CROSSES PR<PQSED HOUSE PAOS. AU FIELD llLES
INTERCEPTED ITO BE PERPElUATED INTO STQRt.t SEWER
SYSlDl OR lAKE. THE SUBCONTRACTOR SHAU. NOT1FY IN
WRIl1NG 'THE 0t.t0 AND THE ENGINEER IN AHY
C1RCUWSTAN<:p WHERE lKIS CANNOT BE ACCOWPusHm.
13. ALl. AU. AREAs SHAlL BE COWPACTm TO AT lEAST 85
PERCENT <:F :lHE STANDARD DRY DENSITY (ASlII D-e98).
FlU. UNDER lHE F"OOllNG SHAlL BE CClIotPAClED TO AT
LEAST 95 PERCENT OF THE WAXltr.CUW DRY DENSITY
(ASlW 0-"8).
14. 1HE FlNtSHED. n.ooR Of 1HE HOME IS TWEL'JE (12) INQiES
H1CHER 1'HAft 1HE NOTED PAD ElEVAl1ON.
15. NO aJR9 ~ 10 BE INSTALlED BEfORE SUB8ASI:.
PIlOOFROU iAL
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lHE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Telephone: 317.826.7100
Fox: 317.826.7300
www.schneidercorp.com
Architecture
Civil En9ineerinq
Enlfironmental Engineering
Ceotechnk:ol Services
GIS ill LIS
Harne Builder Services
Inlerior Design
land Surveying
landscape Architecture
Transportation Engineering
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FOR CONTINUATION SEE SHEET P109
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" AU. GRADES ...T BOUNDARY SHAlL MEET [XlSltNG GRADES.
2. ~~ySEAlL~~~~.~g~~~t~,~
PERTANNC TO HIS PHASE OF WORk: IT ~AU. ALSO BE
1HE SUBCONlRAClOR'S RESPOISl8l.lTY TO CONTACT lH(
0lII€RS or 1HE VARIOUS UTIJllES FOR PROPER STAKE
lOCA.l\ON Of' ~ U11UlY BEF'ORf WORK IS STARTED. THE
SWCONTRACTOR SHAlL NO'TlrY IN WRIllHG THE OWN[R AND
1M[ ENGlNtER OF Nty CHANCES, <MSSIONS. OR ERRORS
FOUND ON THESE PlANS OR IN THE RElD BEFORE WORK IS
STAR1[D OR RESUWED.
3. STANDARD SPEOFlCAllONS FOR THE OTY Of NOBLtS\1LlE,
INDIANA SHALL APPlY F'OR AU SANITARY AND S~ SEV€RS.
4. >>4V PART or 1I1E SANITARY OR STDRt.I SEWER TRENCHES
RUNNNC lJtrfDER PAI,{D AREAS TO BE BACKf1U.[I) WITH
GR.<NlJtAA ...1tRlAL
$. 1HE SIZE AM) LOCATION or EXISTING unuTtES SHOWN ARE
PER N'ORWATION ~O\/1OED BY THE RESPECll'VE unuTY
CDWPANIES. ALl U1lUTY COWPANES SHOlA.D BE NOllFlED
PRIOR TO ANY EXCAVAllON ~ FlELD LOCAllON OF SER\f1CES.
to SEJMC[ WAlKS SHAU.. BE NOH-RENFORcm CONCRE1E .w THCl<
AHO 4' III W1DlH.
7. EXPANSION .JCllHTS I>M. TO BE PlACED AT AU. WALK
INTUtSEC1K>>IS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK
SCCIRfS ARE 10 BE EQUALlY spA-em SET'<<EN EXPANSION
....rs. CONTRACTION JOINTS .AND PERPENDICUlAR SIDEWAlKS
AT 5' INTERVALS OR lESS NTH A CONTRACTION JOINT EVERY
20' OR LESS.
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-.-1--.---1 --- ExIstIng Telephone
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a .' CONtm:TE SERYlCE WAll< ACROSS FRONTAGE OF EACH LOT TO
BE CONSlRUC1ED BY OlHERS.
I. 'TEWPORARY TRAFFIC CON1ROl. DURING CONSTAUClJON TO
taHrClRt.l TO APPUCABl! LOCAl AND STAlE STANDARDS.
10. AU. CONSlRVCTlON AC1I\1TY ON lHS SIlt TO BE
PERn:IRWED IN COMPlIANCE "'TH APPUCABLE O,S.H.A
STANDARDS FOR WORl<ER SAF[lY.
11. CON'IAACTOR SHALl W1N1WlZE DAMAGE TO EXlSl1HG TREES.
'1. RtWO\lE AND BACKALL ALL AREAS MiERE ANY flEW nLE
atOSSES PROPOSED HOUSE PADS. AU. F1El.D llLES
INTERCEP1Dl TO Il! PERPEtUATED INTO S10RW SEllER
SV5.TEU OR lAKE. THE SUBCONTRACTOR SHALL NonN IN
WRITING lliE OWNER AND THE ENGINEER IN NiY
QRC1JMSTANCES WHERE THIS CANNOT BE ACCOUPUSHED.
13. ALL FlLL AREAS SHALL BE CWPAClED TO AT LEAST 85
PERCENT Of THE STANDARD DRY OENSI1Y (ASN D-69a).
FlU.. UNDER 'tHE FOOT1NG SHALL BE COt.IPAClED TO AT
lEAST " PERCENT (F THE MAXD.IUM DRY DENSITY
(ASlIl o-.'8~
,4. 1HE FINlSHED FLOOR '" _ HOllE IS 'MI.101: (12) INCHES
tGCiItER THAN THE NOTED PAD ElEVA.TION.
15. NO CURB UNDERDRAlNS TO BE INSTAlLED BEFORE SUBBASE.
PROOFRCU. APPROVAL..
NOlE:
AlL lFEN liPACE .IIlfAS NOT LAIlELID AS "NA1UIW. lFEN liPlIE
9W1 BE 'WIGNED lFEN liPlIE
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tHE SCHNEIDER CORPORAlION
Historic F" crt Harrison
8901 Otis Avenue
Indianapolis. IN 46216-1037
Telephone: 317.626.7100
fO", 317_826,7:lOO
www.schneiderc:orp.com
Architecture
Ci't'il Engineering
En't'ironmentol Engineering
Ceotechnkol Services
GIS' US
Home Builder Services
Interior Design
Land Surveying
landscape Architecture
Transportation Engineering
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GJBN:IE.1RAJL NOTlBS
1. AU. GRA(J[S AT BOUNOARY ~All UElY EXlSflNG CRAOES.
2. IT SHAll 8[ 'fI.([ RESPONSIIlUlY (,f; EACH StJ8CONTRACTOR
TO \DlFY AU. EXJSllNG UllUTlES AND CONDI1JONS
POtTNJfWG TO HIS PHASE OF' WORK. IT SHALL AlSO BE
THt SU8CONTRACTOR'S RESPONSIBIUTY TO CONTACT THE
o.N[RS OF' 1M[ VARIOUS UTl.lT1[S FOR PROP!R STAKE
l.OCA1lQN f6 EACH UTlUTY BEFORE WORk IS STARTED. THE
SU8CONlRACTClA SHAU. NOlFY .. WRtTlNG THE O'MoIER AND
TIC: ENGlNUR 01 ANY CHANGES, OMISSIONS. OR ERftORS
FOUND at 1MESE Pl.ANS OR IN THE FIElD BUORE WORK IS
STARlm OR REslNEO.
3. STANDARD SPECIFlCA TlONS fOR THE CITY Of NOBt.ESVlUL.
INDIANA SHAlL APPL. y rOR AlL SANITARY AND STORM SEwtRS.
4. ANT PART f$ THE SANITARY OR STOmt S[Vt[R mENCHES
RUNHlNG UNlf:R PAVED AREAS TO BE BAClCFlULD WITH
GRANUlAR "'''DIAl
$. 1H[ SIZE AND LOCATION Of EXISTING UTllI'OCS SHO\Wll ARE
POIlNF'ORt.lATJOtll PROVlOEtl BY THE RESPECTIVE UTlUTY
COMPAMES. AU. UTluTY COMPANIES SHOULD BE NomED
PRIOfl TO ANY EXCAVATION fOR FlEtO LOCATION or SERVICES.
S. SER\1CE' WALKS SHALL B! NON-REINF"QRCED CONCfl:E~ .." THICK
AND .' IN WDTH.
1. ExPN4SlOH JOINTS ARE TO BE PLACED AT AU. WAlK
INTERSECTlOHS AND BETWEEN WAlKS AHD PlATfORhlS. SIDEWAlK
SCOREs ARE TO B! EQUAllY SPA.CEO BETWEEN EXPANSION
JOINTS. CONTRAClION JOINTS AND PERPENOIClJlAR SIDEWALKS
AT ~. INl[RVAlS OR LESS WITH A CONTRACTION JOINT E\lEfty
20' OR lESS.
I. 4' CONC;ff[T[ SERVICE WALk ACROSS FRONTAGE ~ EACH LOT TO
BE CClNSTRl1C1tD BY OTHERS.
~ TRAmC CONTROL OlIRING CONSTRUCTION TO
CONFORM TO APPUCASLE LOCAL AND STATE STANDARDS.
'. .u. QJNSlRUCnQN ACn\1TY ON THIS SIT( TO B[
PERFORwtD IN COt,tPUAHCE WITH APPUCABLE O.S.H.A
STANDARDS FOR WORkER SAfETY.
CCWTRACTOR SHAll t.tlNIUIZE OANAe;( TO EXISTING TREES.
. REuo\oE AND BACKFill ALL AREAS WHERE ANY FIELD nLE
CROSSES PROPOSED HOUSE PADS. AU F'lELO lllES
IHlERCEPTED TO or PERPETUAlEO INTO STORM SEWER
SYSTEU OR LAKE. THE Suaco.fTRACTM SHAll. Nonry IN
WRi'l1NG lHE OMll(R AND THE ENGINEER IN ANY
ClRCVUSTAHCE~ M-lERt THIS CANNOT BE ACCOMPlISHED.
AU flU AREAS SHAll BE COUP ACTED TO AT LEAST 6S
PERCENT or THE STANDARD DRY DENSITY (ASTtA 0-698)
flLl UNDER TH[ FOC>nNG SHAll BE COWPACTEO TO AT
LEAST IS P(RCENT OF THE UAXlut)M DRY DENSITY
(ASlV 0-698)
:~~ ~o~~oHfJv~n~VE (12) INCHES
NO CURB UNDERORAlNS TO BE INSTAllED BEFORE SUBBASE
PRoa:ROu. APPROVAl.
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THE SCHNllDER CORPORATION
Historic F"od' Harrison
6901 Otis Avenue
Indianapolis. IN 46216-1037
Telephone: 317.626.7100
fo", 317.826.7300
www.schneidercorp.c:om
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ASSUMED NORTH
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS' LIS
Home Bu~der Services
Interior Design
lond Surveying
landscape A.rchitecture
Tronsportation En9ineerin9
MDlE'rWCLEYSA,YB
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AlllPEH SPACE AIIEAS NOT lAIlElID AS "NA1IJRAL 1RN SPArr
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~R~G~ ~=SE~~O ~AL.SO BE
THE sueCON'mACTOR'S RESPONSI8lUTY 10 CONTACT THE
OWNERS Of' tHl: VARIOUS UTlUTIES FOR PROPER STAKE
lOCA nON Of EAOi UTlUTY BEFORE WORK IS STARTED. THE
SUBCONTRACTOR SHAll NcmFY IN 'IlRl11NG lHE OWN[R AND
THE ENGINEER' OF ANY OtAHGE5. CIt.I1SSIOHS. OR ERRORS
FOUND ON lH[S[ PlANS OR IN THE FIElD BEFORE WORK IS
STARTm OR RESUWED.
J. STANDARD SPf:CIF1CAT1ONS FOR THE aTY OF NOBlESWiE.
"'DIANA SHAlL. APPL. Y F'at AU. SNCITARY AND Sl'ORW SE"ERS.
4. ANY PART OFI THE SANITARY OR STORM SEWER TRENQiES
RUNNING UND(R PAVED AREAS TO BE BACKF'llED WItH
GRANVLAR MATERIAL..
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5. ThE SIZE AND\LOCA'OON Of OOSTING una.rnts SHO" ARE
PER INF'ORl,lA11ON PROVIDED BY THE RE'SPECll\f: U1UJTY
COMPANIES. 'ALL UT1UTY COMPANIES SHOI.A.D BE NOTlFlED
PRIOR TO AN',\ EXCAvAnClN ~ FU.D lOCAnON OF S[R\C[S.
e. SER....,CE WALKS SHALl. Sf NeN-RElNFORCED CONCRflE. 4" THiCk
AND 4' IN Wltl1H.
7. EXPANSION JOINTS ARt. TO BE PlACED AT AU. WAlK
lN1[RS[cnClNS AND BETWEEN WAlKS AN) PLATFORMS. Sl)EWAlK
SCORES ARE TO BE EQUAU...Y SPACf;D BETWEEN ElJIAHSIOH
JOINTS. CONlRAClION JOINlS AND PERPENDlQJlAR SIOEWAU<S
AT 5' IN'TERVU,S OR lESS \WfH A CONlRACllON JOINT E'\OY
20' OR LESS. \
e. 4' CONCRETE SlACE WAlK ACROSS FRONTAGE Of EACH LOT TO
BE CONSlRUC'IfD BY O'MRs.
t. lDIPOAARY TRAF'F1C CQN1RQl DURING CONS1RUC1lClN 1'0
CONF'ORt,t TO 1.PPUCABl.E LOCAL AND STATE STANDARDS,
I
10. ALl CONSTRUCT1ON ACll~ ON tHIS SITE TO BE
PERf"ORt.fED IN COID't.IANCE IIIItH APPIJCABL[ o.S.H.A
STAND.w>s F'Cft WORKER SAfETY.
11. CONTRACTOR sHAlL U1NlMl2E DAMAGE TO EXISllNG 11tEtS.
12. RDlO'o't AND BACKF1lL AlL AREAS MiERE ANY f1EU) 1It.E
CROSSES PRCPOSED HOUSE PADS. ALl FIELD nlES
INTERCEP'TED !TO BE PERPE11JAlED INTO STORY SOER
SYSTBI OR lAKE. lHE SUBCONTRACTOR SHAll NOllF'Y IN
MaTING THE OWNER AND THE [NQNttR IN ANY
aRCUUSTANq:S \littER[ THIS CANNOT BE ACCOWPUsHm.
13. AlL FlU. AREAS SHAll. BE COMPACltD TO AT LEAST 85
PBltOll <:F tHE STAHI>NlD DRY IlENSlTY (ASlW 0......).
flU. UNDER THE FOOT1NG SHAU. BE COWPACttD 10 AT
LEAST '5 PERCENT OF lHE UAXlMUN DRY DENSITY
(ASlW 0-"8).
1.. THE __ fLOQR or 1HE HOllE IS lWElJ'E (12) OlQlES
HIGHER TliANllHE NOTED PAD ELEVA11ON.
1~. NO CURB UNDERORAJNS TO BE INSTAU.ED BEFORE SUBBASE
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THE SCHNtIOER CQRPORA nON
Historic: r crt Harrison
8901 Otis Avenue
Indianapolis. IN 46216-1037
Telephone: 317.826.7100
ro~' 317.826.7300
www.schneidercorp.com
Architecture
CiVIl Engineering
Environmental Engineering
Geotechnicol Services
GIS. US
Home Builder Services
Interior Design
land Sur...eying
landscape Architecture
Transportation Engineering
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CITY OF CARMEL SUBDIVISION CONTROl. ORDINANCE
EXHIBIT A
OPEN SPACE SCHEDULE
SUBDIVISION NAME: Ear/ham Village
1.
SITE ACREAGE
698.70 :I:
2.
ZONE DISTRICT
$-1
3. MINIMUM OPEN SPACE REQUIREMENT (SOSH.) 20% /139.74 acres
4. OPEN SPACE PROVIDED (OSP) 65% I 454.52 acres
5. PRIMARY CONSERVATION AREAS
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fill
o
FEMAlIDNR 100 year Floodway
Wetlands (>114 8e.)
Scrub Woodland
Young Woodland
Historic StnlctureslSites
o
Well-head Protection 'Area
FEMAlIDNR lOO-year Flood Fringe
White River Corridor
Steep slopes (lOOAi)
Mature Woodland
Special Opportunity Corridor (identify)
Other
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a Boulevard
a
Greenbelt
55% f 382.86 acres
/ acres
10% I 71.66 acres
0 Green
r;( Paths
~ Pond (see below)
6. NATURALOPBNSPACEPROVIDED
7. AGRICULTURAL OPBN SPACE
8. DESIGNBD OPEN SPACE
~ Square
v
Parks
. 0 Trails
[J
Golf Courses
o Other
9.
CONSERVANCY LOTS
no. lots ___acres
10.
PONDS
total measured perimeter (in linear feet) 89.49 l.f.'
total measured accessible perimeter (not bounded) 63941.f. 71
%
Chapter 7; Open Space Standards For Major Subdivisions
7-11
as amended per Z-346; Z-458-04
Wlnler 2005 v I
.DrJ51r/52711OO1/dOCsIC8nnel Open Space Schedu/e.pdf
10
1.25 AC. "'-
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0.28 AC. re
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0.31 AC.
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1.48 AC.
BlOO< "F"
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0.62 AC
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SCALE: 1-=600'
LEGEND
.
NATURAL OPEN SPACE
DESIGNED OPEN SPACE
N.O.S. =
D.D.S.
=
· BLOCK ACREAGE INCLUDES POND AREA
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Blrk '10'
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0.56 AC.
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0.16 AC.
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0.05 AC.
BlOO< "LI'
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107.97 AC.
· BlOO< '1 t'
0.0.s.
6.26 AC.
.--L
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BlOO< "2A'
D.D.S. -
0.68 AC.
BlOO< '28'
D.D.S.
1.92 AC.
BlOO< "15"
/ D.D.S.
0.19 AC.
BlOO< ',W"
0.0.5.
ISlAND 0.15 AC.
r~~;.~
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D.D.S.
0.13 AC.
BlOO< ','1"
D.D.S.
0.17 AC.
,..,
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D.D.S.
0.85 AC.
BlOO< "U'
0.0.s.. '\
0.14 AC. '\
\.
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:\ 1111-
BlOO< "V"
0.0.5.
0.15 AC.
iJj
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ISlAND
0.0.s.
(TYP.)
· BlOO< '20'
0.0.s.
2.32 AC.
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BlOO< 'G" __~ H ~ t- II 1!J~ '-, 'I
D.O.S. ll"-.: ~ I Lo.56 AC.
0.28 AC. 1 I-- ~ II I . BlOO< 'K" ^ .-..._
r 0.0.5. 0 l/~
Bl~S.A'C--.' V- ~ 1 III I VI I III 9.47 AC~ ~ ~ \-
6.99 ~ = ~..A'\. ....... ~~yj:-, BlOO<"10'
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(TYP.) ~ ~ I / / _ I-- ...-,. POND'4 ~ ~ BlOO< "e"
I ! / BlOO< "I 7- ~ · BlOO< 'r t ~ o~f'~c.
BlOO< .... BlOO< "po N.O.S. / '-- I-- ~~.o.s. ~ BlOO< 'IB'
BlIVOU '0' 0.0.5. 0.0.5. 2.40 AC. = ~ ,",--...8, 14.13 AC.
'^'" 0.52 AC. 1.22 AC. Bloo<'5" / 7 ~ ' -- I 0.0.5.
0.0.5. ~'" . -, ~ D- ~AC.
0.11 AC. BlOO< '0' ~:)2 /; llII1IJID H 1 . ~
0.0.s. ISlAND .-::: ~ ~'-- /~I
1.28 AC. D.D.S. BlOO<"II" ~ r-
(TYP.) 0.0.s. V ~
0.28~( ~ ~ 1
Bl~\: '\ I I IYl,tf1/NII\
0.23AC. / I '\ I
BlOO< "R' .(,. DO '\, Ar BlOO< "t'
N.O.S. BlOCK "W" 0.0.5. BlOO< 'x" 0.0.5.
9.30 AC. D.D.S. (TYP.) 0.0.5. I 0.30 AC.
0.12 AC. 0.16 AC.
· BlOO< "Y"
0.0.s.
7.44 AC.
TOTAL NATURAL OPEN SPACE = 382.86 AC.
TOTAL DESIGNED OPEN SPACE = 68.23 AC.
TOTAL D.D.S. FROM ISLANDS = 3.43 AC.
.J.... I
ISlAND
0.0.s.
(TYP.)
BlOO< '2G"
0.0.5.
0.'4 AC.
BlOO< '2f"
0.0.5.
1.29 AC.
BlOO< '2["
D.D.S.
1.37 AC.
R: \5K\5271\001\DWGS\EXHIB_SITE CONTEXIDWG
DA TE: 02/21/05
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r--
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0.66 AC.
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1.15 AC.
BlOO< '21,1'
N.O.S.
214.86 AC.
BlOCK '21
0.0.s.
0.92 AC.
BlOO< '2H'
0.0.5.
1.52 AC.
~~
Schneider
EARLH~M VILLAGE
SITE CONTEXT EXHIBIT
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MUllPURPOSE
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EARLHAM VILLAGE
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146TH STREET
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The
Sclmeider
Corporation
Histor ic For l Hal' r ison
B901 Otis Avenue
Indianapolis, Indiana
46216-1037
317-B26-7100 Fax
3t 7-B26-7:100 Fax
Engineer ing
Surveying
Landscape AI' chitectm e
GIS. LIS
Geology
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5271.001 exhibit1.pdf 2/21/05
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EARLHAM VILLAGE
WOODED lAREAS EXHIBIT
I NOT TO SCALE
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Earlham Village
Hamilton County. Indiana
Earlham College
The Schneider COlJloration Job No. 5271.001
Woodland Evaluation Reoort
A site investigation of the Earlham College property revealed four individual wooded areas with
varying characteristics.
. The first site is located adjacent to the White River. It is within the White River
floodway and will not be disturbed in this project.
. Traveling west from the White River, there is an area of trees on the east side of River
Road and south of the old farm buildings. These trees are scattered a minimum of 50 feet
apart and thus have been allowed to mature into nicely shaped trees. There are several
nice mature Oak trees in this area worth locating during the secondary plat project phase
to determine the feasibility of saving them.
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. The third wooded area is a fourteen acre mature wood lot in the center of the property.
This area contains numerous mature Maple, Hickory and Oak species, some as large as
24-inches in diameter. However, an initial winter site visit revealed that as much as 15
percent of the mature trees may be in various stages of decline. An unusual number of
fallen trees were observed in the area. Undergrowth appears to consist mainly of
immature tree seedlings. This may be due to the local deer population. It may be
worthwhile to discourage deer foraging in this area for a few years to allow young
seedlings to mature and provide future replacements for declining mature trees.
. The fourth area is located on a north-south ridge located in the western half of the
property. The area contains mature tree species similar to the 14-acre woodlot. However,
the general health of the mature trees seems to be in an even further state of decline than
the woodlot. Additionally, and the natural undergrowth has been removed and replaced
with grasses. The western edge of this fourth area contains a fence row with all immature
trees having I-inch to 5-inch diameter trunks.
The recommendation of this report is to save and refurbish the 14-acre woodlot and analyze the
feasibility of saving several mature specimen trees on the east side of River Road.
IS
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Areas 1 and 2 Looking Southeast
Areas 1 and 2 Looking Northeast
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Areas 1 and 2 Looking Northeast
Areas 1 and 2 Looking Southeast
Areas 1 and 2 Looking East
Areas 1 and 2 Looking Southeast
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Area 3 Looking South
Area 3 Looking East
Area 4 Looking West
Area 3 Looking Southwest
Area 3 Looking Southwest
Area 4 Looking Southeast
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Area 4 Looking Southeast
Area 4 Looking South
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SEC. 22,23,24,
T18N.
R4E.
EARLHA~ VILLAGE
PRELIMINARY PLAT
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PRESENT i ZONING: S- 1
SIZE: 6~6 ACRES
HAMIL TO~ COUNTY
CARME~, INDIANA
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DEVElOPER=(
EARlHAM COllEGE
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801 NATIONAL ROAD WEST
RICHMOND, INDIANA 47374
17651 983-1211
~ DlES<CJRJIJP1JI'1ION
All that land awned by Ear1ham College I~ng west of \Illite
River in Section 22. Section 23 and Section 24 in Township
18 North. Range 4 East in Hamilton County. Indiana. as
described in a deed recorded in Book 185. page 339 in the
Office of the Recorder of said Hamilton County. except that
portion thereof described in 0 deed to Carmel Cloy Schools
recorded as Instrument Number 9609651829 in said
Recorder's OffICe and also except that portion of 146th
Street and River Road described in a deed to the Board of
Commissioners of Hom~ton County, Indiana, recorded os
Instrument Number 200100065741 in said Recorder's Office.
Containing after said exceptions 696 acres, more or less.
REVISI~S,
DAm BY. J1[SCRlPTlIWo
PRQ.ECT EHGl~EER: TG. KES
CHECkED BY' ~ OAT( CHECkEO, 02/21/05
SHEET No.
P100
T101-102
P101 105
P106 112
L100 116
INDEX:
DESCRIPTION
TITLE SHEET
TOPOGRAPHY PLAN;
PRIMARY PLAT \
OPEN SP ACE PLAN ,
LANDSCAPE PLAN
I
I
sht
II
Historic Fort Harrison \ Architecture
8901 Otis Avenue Civil Engineering
Indianapolis, Indiana ) Environmental Engineering
46216-1037 I Geotechnical Services
317-826-7100 GIS · US · Home Builder Services
317-826-7300 Fax I Interior Design · Land Surveying
www.schneidercorp.com ,Landscape Architecture
I Transportation Engineering
"RTI"" ,~:!~,BE -I.
E-MAIL ADDRESS: I
m diomente@Schneitlercorp.com
,
'MSMA"'NClH[fAS,~MIDtafCfPlSClJlTAItED
lflDt All: H EXa.UN 1t1ElJ.ECYlW. PIlOPERT\'rs lIf. SGHD:ER
taU'atA1'IONNClAllENOllOII[USED.lIlJlEPRClllJCUlIt'MQ,flllll
PNn. 'MTHOJT K 'IImDl ctIl5ENT If H SOIlEIO lXIlf'aU.1Dt
2005. The Schn./t.. Corporation
THESE DOCUUENTS ARE SUBJECT 10
PERIOOIC REVISIONS BY THE SCHNEIDER
CORPORATION. THE HOlDER IS RESPONSIBLE
fOR \{Rlf~NG THAT THESE OOCUUENTS
ARE THE UOST IJJRRENT PRIOR TO USE.
SHEET
ceJl.<OO
OF
29
DA IT: 02/21/05
JOB No. 5271.001
FILE NAME: R: \5K\5271 \001 \DWGS\P1 00
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I SEE' S,HEET,P1 02 FOR GENERAL NOrES I
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lL..1BO-JEND
Existing Storyn -sewer
New Storm Sewer
Existing Sanitory Sewer
New Sonitary'Sewer
Existing Contour
Existing E1ewrtion
New Pa_ent Grade
All other ,mish Grades
Match Existing Grodes
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Schneider
!HE SOlNEIDER CORPORA liON
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Telephone: 317.826.7100
Fox: 317.826.7300
www.schneidercorp.com
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Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS. US
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
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"'02121/2005 1'"'5271.001
DRAWN BY:: 1'-'" M.ID
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PRELIMINARY PLAT
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G~ NOTlBS
1. AU. GRADES AT BOUNDARY Sl-I~ MEET EXISTING GRADES,
2. IT SHALL BE TI-IE RESPONSlBIUT'l' OF EACH SUBCONTRACTOR
TO \{:RlFY AU EXISTING UTlUTlES AND CONDITIONS
PERTAJHING TO J.US PHASE OF WORK. IT SJ.IAU. ALSO BE
THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE
()IMoIERS OF THE VARIOUS UlIUTlES FOR PROPER STAKE
LOCATION OF E.\CH UTlUTY E1EFORE WORK IS STARTED. lrlE
SUBCONTRACTOR SHAll NOTIFY IN WRITING THE O'M€R AND
'fl.l( ENGINEER OF ANY CHANGE$;._OMfSSlON5. OR ERRORS
~~ONOR~~~-~)~'~ ,F1E1f'BUORE Yl\)RK IS
3. STANDARD SP(ClfICA TlONS FOR THE aT'l' OF NOBLESVlLLE.
lNOIANA SHAll.. APPLY fOR ALl SANITARY AND STOR~ SEWERS.
4. ANY PART Of THE SANITARY OR STORM SEWER "TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACI<F1lLED WITH
GRANUlAR WAl[R1AL
5. 1WE SIZE AND LOCATION OF EXISTING UTlUllES SHOWN ARE
POt 1Nr00000ATlON PROWlED BY THE RESPECTIVE UT\.IT'l'
COMPANIES. AU. UTlUTY CQUPANIES SHOULD BE NOTlflED
~OR l() ~y EXCA~A1\ON. fOR FtEU) LOCA'l\ON OF 'SERVICES.
&. SEA'<<t: WAlKS SHALl BE NON-REINFORCED CONCRETE ." THICK
AND 4' IN WID.....
7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WAll<
IN1ERS(CTlONS AND BETYoEEN WAlKS AND PLA WORMS. SIDEWAlK
SCORES ARE TO BE EQUAllY SPAC[[) SEl\\EEN EXPANSION
JOINTS, CONTRACTION JOINTS AND PERPENDICULAR: SIDEWAlKS
AT 5' tN1[RvAlS OR LESS 'NITtI A CONTRACTION JOINT EVERY
20' OR LESS.
8. 4' CONCRETE S[R\I1CE WALK ACROSS FRONTAGE Of EAOi lOT TO
BE CONSlRUCTEO BY OTHERS.
9. TEYPORARY lRAFFlC CONTROl DURING CONSTRUCTION TO
COHF'CIW TO APPUCABLE LOCAl AND STAlE STANOARDS.
O. AU. CONSTRUCllON ACTIVITY ON THIS SITE TO BE
PERF'ORMED IN COUPUANC[ WITH APPUC~LE O.S.H.A
STANDARDS F'OR 'lIKlRKER SAF'ETY.
1. CONlRACTOR SHAlL MINIMIZE DAMAGE TO EXISTING TREES.
2. RatOIlE AND 8ACKFlLl All AREAS WHERE ANY FIUD TILE
CROSSES PROPOSED HOUSE PADS. ALl FlELD TILES
INTERa:PTED TO BE PERPETlJA lED INTO STORM SEWER
SYSTDot OR lAKE. THE SUBCONTRACTOR SHAlL NOTlF'Y IN
MtITlNC THE OWNER AND THE ENGINEER IN ANY
ClRCUWSTANCES WHERE THIS CANNOT BE .ACCOUPLISHED.
3. ALL FILl AREAS SHALL BE COMPACTED TO AT LEAST 65
PERCENT OF TJ.lE STANDARD DRY DENSITY (ASTM 0-698).
FlU. UNDER niE FOOTING SHALl BE COMPAC1ED TO AT
lEAST 95 PERCENT OF" THE MAXII.tUU DRY DENSITY
(ASTY D-69B).
4. THE FINISHED flOOR Of THE HOME IS TWELVE (12) INCHES
HIGHER THAN THE NOTED PAD ELEVATION.
5. NO CURB UND[RORAlNS TO BE INSTALLED BEFORE SUBBASE
PROOFROU APPROVAL.
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Schneider
lIiE SCHNElOER CORPORA liON
Historic Fort Harrison
6901 Otis Avenue
Indianapolis. IN 46216-1037
Telephone; 317.826.7100
Fox: 317.826.7300
www.schneidercorp.com
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GIS. US
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Land Surveying
landscape Architecture
Transportation Engineering
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lHE SCHNEIDER CORPORA nON
Historic Fort Harrison
8901 Otis Avenue
Indianopolis. IN 46216-1037
Telephone; 317.826.7100
Fox: 317.626.7300
www.schneidercorp.com
Architec:ture 11
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS. US
Home Bunder Services
Interior Design
Land Surveying
Landscape Architecture
Tronsportotion Engineering
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02/21/2005 5271.001
CHECKEtlBY:
RAT MJJ
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FiB: R: \5K\5261\OOl\DWCS\P1D1-05
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All Other finish Grades
Motch Existing Grades
Corrected Grades
Storm StlUctur. Number
Sanitary Structur. Number
NO"Jr.IBS
AU. GRADES A.~ BOUNDARY SHAll. M[ET [XISlIIIIC GRADES
IT_SHAll BE itE RESPONSlBIUTY OF" EACH SUBCONlRACTOO
'TO VERIfY AU.\ EXISTING ullunES AND CONOInONS
PERTAINING ro' HIS PHASE OF WORK. IT SHAL.1. AlSO BE
ltlE SlJBCON'TRACTOR'S RESPONSIBILITY TO CONTACT ThE
O~ERS OF" 'THE' VARIOUS UllU"T1ES roo PROPER STAI([
LOCAlION Of" eACH unuTY BEFORE WORK IS STARTED. THE
SUBCONTRACTOR SHAll NOTlN IN 'ttftlllNG THE O'MlER AND
'THE ENClNEERfOF ;.Ny CHANGES. Qt,IISSlONS, OR ERRORS
FOUND ON THESE PLANS OR IN TH[ f1[LD BEFORE WORK 15
STARTED OR Rf:SUMED.
.3. STANDARD SPEOF1CATlONS FOR THE CITY Of NOBLESVlUL,
INDIANA SHAll; "PPL Y F'OR M SANITARY AND STQRU SE'NERS.
4. -'Ny PART Of 'THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PA'li:D AREAS TO BE BACKFlLLEQ 'MTl-I
GRANUlAR WATERIAL.
5. Tl-IE SIZE AND ILOCAllON or EXISTING UnUTlES SHDYAl ARE
PER INFORMA nON PROVIDED BY n-IE RESPECTI'Ii: UTlUTY
COMPANIES. Au.. UllUTY COMPANIES SHOULD BE: NOTlFlED
PRIOR TO ANYi'EXCAVATlON fOR AaO LOCATION Of SERVICES.
6. SER'v1CE WAlKS SHAlL BE N.QN-il.ElKfORCED CONtRffi ..- THCK
AND ..' IN WlDlH.
7. EXPANSION ~TS ARE TO BE PLACED AT AlL WALK
INTERSECTIONS AND BETWEEN WAU<S AND PlATfORLfS. SIDEWAll<
SCORES ARE TO BE EOUAU. Y SPACED BETWEEN EXPANSION
JOINlS, CONTRI'CTlON JOINTS AND PERPENDICULAR SrDEWALKS
AT 5' INTERVi OR LESS WITH A CONTRACTION JOINT EVERY
ZO' OR LESS.
B. ..' CONCRETE JrRVlCE WAll< ACROSS FRONTAGE OF EACH LOT TO
BE CONSTRUCtp BY OTHERS.
9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCnQN TO
CONF'ORIot TO "fPUCABLE LOCAL AND STATE STANDARDS.
10. AU. CONSTRUCTION ACTl\r'1TY ON TI"IlS SITE TO BE
PERFORMED IN COt.lPUANCE WllH APPUCABLE O.S.H.A
STANDARDS F~ WORKER SAFETY.
11. CONTRACTOR sHALL MlNllAlZE DAMAGE TO EXISTING TREES.
I
12. RElotOVE .4.NDIl!ACKFlU All AREAS ~ERE ANY FIELD TILE
CROSSES PRCPOSEO HOUSE PADS. All FIELD TILES
INTERCEPTED to BE PERPEnJATED INTO STORM SE~
SYSlEM OR LAKE. THE SUBCONTRACTOR SHAlL NOTIFY IN
~ITING THE O'MIIER AND THE ENGINEER IN ANY
CIRCUMSTANqS WHERE THIS CANNOT BE ACCQl.tPUSHEO.
13. AU. ALL AREAS SHAll BE COtAPACTED TO "T LEAST 85
PERCENT or- tHE STANDARD DRY DENSITY (ASTt.f 0-698).
FlU. UNDER mE FOOTING SHAlL SE CQMPlo.ClED TO -'1
LE"ST 95 PERCENT or THE t.l-'XJMUM DRY DENSITY
(ASTM 0-698).
14. THE FlNISHED)Fl.OOR OF THE HOl.lE IS TWElVE (12) INCHES
HIGHER THAN)\ THE NOTED PAD. ElEVATION.
15. NO CURB UNOERf)RAINS TO BE INSTAlLED BEFORE SUBB"SE
PROOFROLL APPROVAL
I
~~
Schneider
TlfE SCHNEIDER CORPORA 110N
Historic Fort Horrison
8901 Otis Avenue
Indianopolis. IN 46216-10.37
Telephone: 317.826.7100
Fa" 317.626.7300
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS. US
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
I
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DIU.. BY: I~Mj,
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PRELlI4lNARY PLAT
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Denotes Pod with 2' or
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*
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- T .-..-- T -.- Existing Telephon.
--w-_.-.-w-- Existing Woter lloln
... .un___u---_ Eldsting flowIil.
-...)6-. n ---. Eldsting o..meod UtDities
~ Emergency Flood Routa
O~ NO'1I1BS
1. AU. GRADES AT BOUNDARY SHALL MEET EXISTING GRADES
2. IT SHAlL BE THE RESPQNSlBlUTY ey; EACH SLeCONlRACTOR
TO VERIFy All EXISTING UTIUllES AND CON04T1ONS ~. ,
PERTAINING TO ....1$ PHASE Of WORK. IT SHAU ALSO BE
THE SUBCONTRACTOR'S RESPONSEllUTY TO CONTACT THE
0flN[RS OF THE vARIOUS UTILITIES fOR PROPER STAI<E
lOCATION OF" EACH UllUTY BEFORE WORt< IS STARTED. "lHE:
SlJ8CQNlit-.clOR SHm NOTlfY IN WRITING THE OWNER AND
tHE ENGINEER ~ ~y CHANGES. OMISSIONS, OR ERRORS
fOUND ON THESE PLANS OR IN lHE FlELO BEfORE WORK IS
STARTED OR RESUMED
3. STANDARD SPEOflCATlQNS fOR THE CITY Of NOBLES.....ur.
INDIANA SHAll.. APPLY fOR AU.. SANITARY AND STORt.l SEMRS.
4. ANY PART Of THE SANITARY OR STORM SE~R TRENCHES
RUNNING UNDER PA\oED AREAS TO BE BACl<Fl...1.m WllH
GRANUlAR MATERIAL
!S. 1kE SIZE AND LOCATION or EXISTING UTILITIES SHOWN ARE
PER 1Nf'"000A,TlQN PROWlO> BY THE RESPECTIVE UnllTY
COWPANlES. AU. UTlUT'f ca.lPANIES SHOULD BE NOTIFIED
PRIat TO ANY EXCAVATI()Il fOR AElD lOCATION OF SERvtCES.
6. SER\'lCE WAlKS StfAlL BE NON-RElNF'ORCfD CONCRETE 4~ lH1C1<
AND 4' IN WIDTH
7. EXPANS04 JOINTS ARE TO BE: PlACED AT AU WAll<
IN'tERSECllONS AND BET\IlEEN WALKS AND PlATFORMS. SIDEWAlK
SCORES ARE TO BE EQUAlLY SPACED BE~ ExPANSION
JCfHTS, CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS
AT ~. INlERVA1.$ OR LESS WITH A CONTRACTION JOINT EVERY
20' OR LESS.
8. 4' CONCRETE SERV1CE WA.U< ACROSS FRONTAGE or EACH LOT TO
BE CONSTRUCTED BY OTliERs.
9. TEMPORARY lRAFFlC CONTROl DURING CONSTRUCTION TO
CONfORM TO APPUCABLE LOCAL AND STAlE STANDARDS
10. Al..l. CONSTRUCTION ACTIVITY ON THfS SITE TO BE
PERFORMED IN COUPUANCE WITH APPUCABU: a.s.H.A
STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SHAU. MINIMIZE DAMAGE TO EXISTING TREES
12. REMOVE AND BACKFILL AU. AREAS 'M'IERE ~HY FlEl.D "TILE
CROSSES PROPOSED HOUSE PADS. ALl FlELD TILES
INlERCEPTEO TO BE PERPETUATED INTO STORM SEWER
SYSlEt.I OR LAKE. lHE SUBCONTRACTOR SHAlL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES YtHERE lHlS CANNOT BE ACCOMPUSHED.
13. AU. FILL AREAS SHAlL BE COMPAClED TO AT LEAST 85
PERc::ENT OF THE STANDARD DRY DENSITY (ASlM 0-698).
FlU. UNDER THE FOOTING SHAll. BE CQUPAClED TO AT
LEAST 515 PERCENT OF' -mE MAXIMUM DRY DENSITY
(ASTW 0-698).
14. THE FINISHED FLOOR (f" THE HOME IS TYELVE (12) INCHES
HIGHER THAN THE HOlED PAD ELEVATION.
15. NO CURB UNDERDRAlNS TO BE INSTALl.ID BEFORE SUBBASE
PROOFRou. APPROVAL
FOR CONTINUATION SEE SHEET P103
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lHE SCHNEIDER CORPORA l10N
Historic r ort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Telephone: 317.826.7100
Fox: 317.826.7300
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS. US
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation En9in~ring
i
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New storm Sewer
Existing San~ary Sewer
New Sanitary Sewer
Existing Contour
Existing Elevation
New Pa......ent Grode
All Other F'mish Grode.
Match Existing Grodes
Carrected Grades
Storm Structure Number
San~ary Structure Number
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Denotes Pad with 2' ar
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-......,.
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Existing Trees
---G---';-- Existing Gas Main
Existing Telephone
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-----",-- Existing Rowtine
- - - - - ;?i- - - - - - Existing OYerlIead UtBities
~ Emergency Raod Route
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Earlham Village
Hamilton County. Indiana
Earlham College
The Schneider C01:poration Job No. 5271.001
DEVELOPMENT REPORT
Site Narrative
Earlham Village is an exciting new project in eastern Clay Township that will provide a variety of
exclusive home sites creating an environment nestled within a park-like setting with woodland &
wetland preserves, parks, lakes, formal boulevards, entry walls, walking paths and recreation areas
including a community amenity area. The site is 10cate<I at the intersection of 146st Street and River
Road just west of the White River, where up to 1020 homes will be built on 696 acres. The
development will consist of approximately 200 rear-yard accessed homes ill a traditional setting
located on the western side of the site. The balance of the homes (820) will be subdivided more
conventionally in the central and eastern sides of the project site. Lot layout in the proposed
development is strategically positioned to avoid destruction of the natural features of the site. The
property is zoned S-1 and the project will be developed meeting all the requirements of the Carmel
Open Space Ordinance.
A City of Carmel Thoroughfare Plan affects this property. It demonstrates that a collector is planned
to enter this site along the west property line, extending east to connect to River Road. A Round-a-
bout is planned to be position approximately mid-point between the west line and River Road and
provide a connection to I 46th Street. We have designed the alignment of the connection with 146th
Street to match the existing median access cut within 146th Street Right-of-way.
Additional access point off of 146th Street on the western 80 acres is shown as a full entrance and we
anticipate the approval of a new median cut (and a closure just east of the existing) to facilitate
motorists into the western portion of the site.
This site is divided by River Road, a public right-of-way vafying in existing width from 50 feet to
130 feet. This road splits the property into an east and western portion, approximately 200 acres and
496 acres, respectively. This 2 lane road poses many opportunities and challenges. It easily provides
for a means of a north-south connection to neighboring development & infrastructure, a signalized
connection to a Primary Arterial (146th Street) and provides for access onto the subject parcels.
However, it is surrounded by low lying areas that may be subjected to flooding, is surrounded by or
may contain poor soils, and is relatively isolated from the elevated ground defined by the western
portions of the subject parcels. Major improvements to the road are anticipated to meet the current
90' right-of-way boulevard design to match the development standards south of the subject tract.
Another street connection will be required to the existing stub street coming from Settler Ridge at
Haverstick subdivision, near the southwest comer of the sight.
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Earlham Village
Hamilton County. Indiana
Earlham College
The Schneider Cm.poration Job No. 5271.001
The Alternative Transportation Plan indicates that River Road should accommodate multi-use paths
on both sides of the driving surface. After meeting with Mike McBride and Gary Duncan of the City
Engineer's Office, we have represented two 8' wide multi-use paths to comply with this plan.
Water Service
Representatives of The Schneider COlporation met with City of Carmel Utilities Director, John
Duffy, to discuss water distribution within the project. The City of Carmel will provide service to
this area. Two existing water mains are located near the southwestern property comer. One is an 8"
main in the Settlers Ridge subdivision within the right-of-way of Sourwood Lane while another 8"
main appears to be stubbed into the site along the south side of Cheery Creek Blvd in Cherry Creek
Estates being which is currently being developed by Platinum Properties. Also, an existing 12" main
lies at the southeastern comer of the Earlham College parcel just north of the existing school along
the west right-of-way line of River Road. A fourth connection for water main lays off site along the
south side of 1 46th Street at Cherry Tree Road and is 20" in size. Mr. Duffy explained that a new
main will be connected at the existing 20" and extended along the south side of 1 46th Street along the
Earlham College frontage. He made a request to provide an extension of the 12" along River Road
up through the proposed development making a connection to his proposed service at 146th Street.
The City of Carmel requires a minimum 8" diameter main be installed within the interior of a
development and looping is required. The developer will be required to install a 1" water. main lateral
stub to each lot as part of infrastructure improvements. Individual builders will hook up to stubs at
time of home construction.
Sanitarv Sewer Service
The City of Carmel will provide sewer service for this area. Existing sewer mains are located in the
same vicinity as water mains. Existing sewers are located along the southwestern property comer in
the Settlers Ridge and Cherry Creek Estates subdivisions. However, the sizes of these existing
services are too small and shallow for a development of this density and acreage. In several meetings
conducted with Mr. John Duffy, Director of City of Carmel Utilities, and the City's consultant, Brian
Houghton of Jones& Henry, representatives of The Schneider COlporation were informed that the
Sewer Mastexplan was modified to accommodate several residential subdivisions south of the subject
parcel but had always indicated a pump station would be required to service the area. In said
meetings, Mr. Duffy indicated that access to the lift station would be required from a public right-of-
way. In addition, the force main would have to extend off-site to connect to an existing 27" main
located within the Vestal Ditch Legal Drain, several thousand feet west of the site. He suggested two
paths in which to make the connection from the lift station to the existing sewer. Both routes would
navigate within the existing rights-of-way and easements within the Settlers Ridge or Cherry Creek
Estates subdivisions. Preliminary analysis indicates a lift station with a depth of 34 feet to the
influent line and force main length of 4000 feet. Due to the position of the lift station, TSC feels that
most of the entire site will be serviced by 8" gravity mains.
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Earlham Village
Hamilton County. Indiana
Earlham College
The Schneider COIporation Job No. 5271.001
Typically, the City of Carmel requires a minimum 8" diameter sewer be extended to adjoining
properties upstream of the site. However, the site lies at the northeastern comer of the sewer service
area. The City ofNoblesville services the area north of 146th Street and the area East of White River
lies within the sewer service area of the Town of Fishers. The developer will be required to install a
6" sewer lateral stub to each lot as part of infrastructure improvements. Individual builders will hook
up to stubs at time of home construction.
Storm Drainaee
The following is excerpted from the attached Preliminary Drainage Report. Please review said report
for a more detailed analysis and mapping of the existing and proposed drainage system.
Drainage review for this site has been done by analyzing the USGS Quad Map, the 2' contour
mapping from the GIS website and aerial photographs. A topographic survey has not been
performed to date. As such, the best available information was used for this analysis. The ground
generally flows from West to East / Southeast towards the White River. One significant exception to
that includes a low lying area in the north central portion of the site that conveys stormwater
overland to a culvert underneath 146th Street. Stormwater is further conveyed off-site through the
culvert and continues north to a tributary of the Whiter River.
Currently the site has many different types of cover. The majority of the site is straight row
cropland, but the site also contains areas consisting of pasture, farmsteads, woods, and brush.
Significant topographic relief exists across the site, where elevations range from 796 feet to 737 feet
above Mean Sea Level (MSL). However, the site is generally "terraced", meaning the western 80
acres lies well above the low lying areas adjacent to the White River. These west 80 acres are clearly
separated by a defined ridge. The land is encumbered by three named legal drains all of which are
buried tiles. The Elizabeth Warner Drain is.locatecfatthe base of the ridge separating the west 80
acres on conveys stormwater south to Settlers Ridge at Haverstick subdivision. The Paulsel Vance
Drain originates on the property and flows north draining the watershed leading north under 146th
Street. The third legal drain, the Tunis Gerard Drain, is a complicated network of field tiles spread in
a "finger" system to drain low lying areas in the center portion of the property. Due to the relative
flatness of the areas adjacent to the river and due to the parcel's current use, existing private field
drain tiles for farmland drainage should be anticipated as well.
According to the Flood Insurance Rate Map (FIRM), Community Panel 18057C 0235F, a large area
in the southeastern portion of the property lies within a designated Floodway of the White River. As
one of the State of Indiana's larger rivers, this zone has no real feasibility of developing. A very
significant area, approximately 189 acres, is encumbered by the floodway. Other areas on the
property are defined within Floodplain zones due to backwater of the White River. Again, for this
site, approximately 123 acres is encumbered by the floodplain and underlying soils/wetland problems
and would most likely be unsuitable for development.
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Earlham Village
Hamilton County. Indiana
Earlham College
The Schneider Corporation Job No. 5271.001
Soils
Soils maps from the United States Department of Agriculture, Soil Conservation Service, indicate
the following soils are present within the Earlham College parcels:
1. Miami (MmA) (MmB2) soils consist of deep, well-drained soils and are generally
found near streams and in wooded areas. This soil is subject to compressibility, but
is typically acceptable for development.
2. Ockley (OcB2) and Fox (FnA) (FnB2) (FxC3) soils consist of deep, well-drained
soils, moderately permeable soils on terraces. This soil is subject to compressibility,
but is typically acceptable for development.
3. Palms (Pa) soils consist of deep, very poorly drained soils in depressions on terraces
and uplands. Permeability is moderately slow to very slow. This soil is subject to
compressibility, but is not typically acceptable for development.
4. Houghton Muck (Ho) soils are severe/v limited for building sites. These soils are
nearly level, deep and very poorly drained in depressions on uplands and on washout
terraces.
5. Genesee (Ge) soils consist of deep, nearly level, somewhat well drained on
floodplains. These soils are severe/v limited for building sites.
6. Ross (Ro) soils consist of deep, well-drained soils, moderately permeable soils on
broad floodplains. This soil is subject to compressibility, and is typically not
acceptable for development.
7. Pitts (Pt) soils are nearly-Ieveltc)steep and are well drained. They consist of gravel
pits and limestone quarry. Located on uplands and terraces, this can be suited for
development.
8. Hennepin (HeF) soils are located on steep to very steep slopes and gravelly, deep,
well drained and are suitable for development.
9. Westland (W e) soils are nearly level, deep, poorly drained in depressions, swales, etc.
Permeability is slow and water table is high. Typically, these soils are not suitable
for development.
10. Sleeth (St) soils are nearly level, deep somewhat poorly drained and lie in slight
depressions on broad terraces and along drainage ways. They have limitations for
buildings sites because of high water tab/e.
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Earlham Village
Hamilton County. Indiana
Earlham College
The Schneider Cotporation Job No. 5271.001
As describe above, several ofthe soils will be suitable for development and others soils have severe
limitations. It should be anticipated that significant amounts of acreage unavailable for supporting
typical residential development without a significant amount of financial costs for soil removal &
replacement, foundation engineering and preparation of engineered soil. TSC recommends a more
comprehensive geotechnical investigation be performed to determine the location and depths of the
unsuitable soils. Also, geotechnical work would determine engineering characteristics of the suitable
materials on the project site including the bearing capacity of soil for foundation & pavement
support, depths oftopsoil, etc.
Please refer to the attached Soils Map for additional information.
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HISTORIC FORT HARRISON
8901 Otis Avenue
Indianapolis. Indiana
46216-1037'
317-826-7100
317-826-7300 RESIDENTIAL FAX
317-826-7200 OFFICE FAX
Engineering
Surveying
Landscape Architecture
GIS . LIS
Geology
THE
SCHNEIDER
CORPORATION
SCALE: 1" = 1000'
EARLHAM VILLAGE SOILS MAP
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Earlham Village
Hamilton County. Indiana
Earlham College
The Schneider COI::poration Job No. 5271.001
Erosion Control
The purpose of staging construction during the earthwork phase of the project is to limit the amount
of ground disturbed at any given time and to control silt from the areas that are disturbed to prevent
silt from leaving the site. For this reason, the following sequencing should be followed as much as
possible.
1. Contractor shall install all required silt fences, silt traps, tree protection and inlet protection
for existing inlets prior to the start of any earth moving or stripping.
2. Contractor shall install a stone construction entrance or some other device prior to the start
of earthwork as necessary to prevent soil from being tracked or washed into existing
roadways.
3. Land alterations which strip the land of vegetation, including regarding, shall be done in a
way that will minimize erosion. Whenever feasible, natural vegetation shall be retained and
protected. As grading is done, install silt traps, silt fences, slope drains, temporary
diversions and other runoff control measures at appropriate locations to keep sediment
contained on-site.
4. All disturbed areas shall be seeded and straw mulched as shown on the plans immediately
after completion of ground activity. For large projects, this seeding should be completed in
phases as the different areas of the site are completed.
5. Permanent and final vegetation or structural erosion control devices shall be installed as
soon as practical under the circumstances.
6. The duration of time which an area remains exposed shall be kept to a practical minimum
depending upon the weather. If construction activity is to cease for more than two weeks,
the disturbed areas shall be temporarily seeded.
7. all storm sewer inlet protection devices shall be put in place at the time each inlet is .
constructed.
8. Contractor shall maintain erosion control measures and devices during construction and until
siltation of the streets and storm sewers will no longer occur.
9. Once onsite erosion and siltation of the streets and storm sewer will no longer occur, the
contractor shall remove and dispose of the temporary erosion control devices.
10. These general procedures may not cover all situations. Refer to erosion control plans for
specific notes and additional details.
11. Erosion control to comply with Indiana 327 IAC and Rule #5.
12. The City Engineer has the authority to request additional erosion control measures or amend
erosion control plans subject to actual site conditions.
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DECLARATION OF COVENANTS,
CONDmON8,AND RESlRICTIONS
OF
Tms DECLARATION (hereafter "Declaration"), made this _ day of
2005, by . an Indiana (hereafter "Declarant");
WITNESSETH:
WHEREAS, Declarant is the owner of certain Property, located in Hamilton County, Indiana,
which is more particularly described in what is attached hereto and incorporated herein by reference as
Exhibit "A" (the "Property"), upon which a residential subdivision known as (the
"Development") will be developed;
WHEREAS, Declarant desires to subdivide and develop the Property;
NOW, THEREFORE, the Declarant hereby declares that all of the Lots (hereafter defmed) in
the Property, as they are held and shall be held, conveyed, hypothecated, or encumbered, leased,
rented, used, occupied, and improved, are subject to the following restrictions; all of which are
declared to be in furtherance of a plan of the improvement and sale of the Property and each Lot
situated therein, and are established and agreed upon for the purpose of enhancing and protecting the
value, desirability and attractiveness of the Property as a whole and each of the Lots situated therein.
This Declaration shall run with the Property and shall be binding upon the Declarant, its successors and
assigns, and upon the parties having or acquiring any interest in the Property or any part or parts
thereof subject to these restrictions. The restrictions shall inure to the benefit of the Declarant and its
successors in title to the Property or any part or parts thereof.
ARTICLE I
DEFINITIONS
The following are the defmitions of the terms as they are used in this Declaration:
Section 1.1 "Association" shall mean the Homeowners Association, Inc., a
not-for-profit corporation, the membership and power of which are more fully described in Article
IX of this Declaration.
Section 1.2 "Board" or "Board of Directors" shall mean the Board of Directors of the
Homeowners Association, Inc.
Section 1.3 "Builder" means a person or entity regularly engaged in the business of
constructing single family residences for sale and responsible for the original construction of a
residence on a Lot.
Section 1.4 "Committee" shall mean the Development Standards and Architectural Control
Committee, as more fully described in Article VI of this Declaration.
Section 1.5 "Common Area" shall mean those areas (i)designated on current and future Plats
as a "Block", "Common Area", "C.A.", "Limited Common Area", "LCA", and (ii) any other areas
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designated by the Declarant for the common use and enjoyment of the residents of the Development.
Section 1.6 "Development Period" means the period of time commencing with Declarant's
acquisition of the Property and ending when Declarant has completed the development and sale of, and
no longer owns, any Lot or any other portion of the Property. The Development Period shall
recommence each time the Declarant acquires any part (or all) of the Additional Property.
Section 1.7 "Drainage Board" means the Hamilton County Drainage Board.
Section 1.8 "Lake Area" means any Common Area on which a lake now exists or is later
constructed by Declarant and "Lake" means a body of water which now exists or is later constructed
by Declarant in a Lake Area.
Section 1.9 "Lot" shall mean any parcel of residential Property designated on a Plat that is
recorded in the Office of the Recorder of Hamilton County, Indiana.
Section 1.10 "Owner" shall mean the record owner, whether one or more persons or entities,
of the fee simple title to any Lot which is a part of the Property, including contract sellers, but
otherwise excluding those having such interest merely as security for the performance of an
obligation. Unless specifically indicated to the contrary, the term "Owner" shall include the
Declarant.
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Section 1.11 "Person" shall mean an individual, firm, corporation, partnership, association,
trust or other legal entity or any combination thereof.
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Section 1.12 "Plat" shall mean the subdivision plats of the Property which are recorded with
the Recorder of Hamilton County, Indiana.
Section 1.13 "Pool" shall mean the recreational swimming pool and attached bathhouse
which Declarant, in its sole and absolute discretion, may construct on the Property.
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Section 1.14 "Residence" shall mean any structure intended exclusively for occupancy by
single family together with all appurtenances thereto, including private garage and recreational
facilities usual and incidental to the use of a single family residential lot.
Section 1.15 "Special Use" shall mean any use defined or identified in any applicable zoning
ordinance as a "Special Use".
Section 1.16 "Trail System" means paths or trails so designated by the Board and located in
a Common Area.
ARTICLE II
CHARACTER OF THE DEVELOPMENT
Section 2.1. In General. No structure shall be erected, placed or permitted to remain upon
any Lot except a Residence. All Property located within a plat which has not been designated by
numbering shall be used in a manner determined by the Declarant. Lots may be used only for single-
family residential purposes and only one Residence may be constructed thereon. No portion of any
Lot may be sold or subdivided such that there will be thereby a greater number of Residences in the
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Property than the number of Lots depicted on the Plat. Notwithstanding any provision in the applicable
zoning ordinance to the contrary, no Lot may be used for any "Special Use" that is not clearly
incidental and necessary to single family dwellings.
Section 2.2. Other Restrictions. All Property shall be subject to the easements, restrictions,
and limitations of record appearing on a Plat and amendments thereto, on recorded easements, and
rights-of-way, and also to all governmental zoning authority and regulation affecting the Property, all
of which are incorporated herein by reference.
ARTICLE ill
EASEMENTS
Section 3.1 Designated Easements. The following are easements designated or to be
designated, in the Declarant's sole discretion, upon a plat:
(A) Designated Draina~e. Utility. and Sewer Easements. There are strips of ground
designated on the Plat as drainage easements, utility easements, sewer easements, sanitary sewer
easements and storm sewer easements, or any combination thereof, which are hereby reserved to the
appropriate governmental entities, public utilities, and private utilities for the installation and
maintenance of swales, ditches, pipes, drains, electric lines, gas lines, telephone lines, fibre optic cable,
high speed internet lines, sanitary sewers, manholes, detention and retention areas or other drainage
facilities. Pw"chasers of Lots in this subdivision shall take title subject to such easements hereby
created and subject at all times to the rights of proper authorities to service and maintain such drainage
facilities and easements, and no permanent structure of any kind and no part thereof, except fences
which do not retard or impede the flow of drainage water and which are approved by any entity to
which the easement is dedicated shall be built, erected or maintained on said drainage easements,
except by the Declarant or its assigns. It shall be the responsibility of the Association and the Owners
of the areas enclosed within such easements to maintain such areas in such conditions that the flow of
storm drainage waters on, across and from said areas shall not be impeded, diverted or accelerated.
Such use for storm water movement or retention or detention is hereby declared to be an easement and
servitude upon said land for the benefit of the Owners of other land included within the Plat, upstream
or downstream, affected by such use and for any proper governmental agency or department or any
private or public utility. All proper governmental agencies or departments and public and private
utilities are hereby given. the right to obtain acceSs to such areas to perform maintenance and to
perform such maintenance as may be necessary to protect that easement and servitude rights. It shall be
the responsibility of the Association and the Owner of any Lot or parcel of land within the Plat to
comply at all times with the provisions of the drainage plan as approved for the applicable Plat by the
appropriate governmental agency or department and the requirements of all drainage permits for such
Plat issued by those agencies. Failure to so comply shall operate as a waiver and release of the
Declarant, the developer, or their engineers and agents from all liability as to damage caused by storm
waters or storm drainage.
Further, there are easements and servitudes upon the land within the Plat in favor of surface
water runoff along natural valleys and drainage channels running to Owners of other land contained
within the Plat, upstream and downstream. It shall be the responsibility of the Association and the
Owners of these natural valleys and channels to use their land and maintain said natural valleys and
channels in such manner and condition that the flow of storm drainage waters on, across, from and to
such areas shall not be impeded, diverted or accelerated.
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(B) Designated Mounding. Landscaping. and Screening and Sign Easements. Any strips of
grounds shown or designated on the Plat for landscaping including, but not limited to, landscape
easements, landscape maintenance easements, and/or landscape maintenance access easements are
hereby reserved unto Declarant, during the Development Period, and, thereafter, unto the Association,
for the pwposes of (i) providing signs which either advertise the Property and the availability of Lots
or identify the Property or, (ii) installing landscaping, mounding, and screening. Declarant reserves
unto itself during the Development Period and thereafter unto the Association, the exclusive and sole
right to erect signs and install landscaping, mounding, and screening within these strips of ground.
Notwithstanding anything in this Declaration to the contrary, no planting shall be done, and no hedges,
walls, fences or other improvements shall be erected or maintained in the area of such easements,
except by the Declarant during the Development Period, and thereafter by the Association.
Furthermore, notwithstanding anything in this Declaration to the contrary, no planting shall be done,
and no hedges, walls, fences, structures, or other improvements shall be erected between (i) any
landscape easement or landscape maintenance easement, and (ii) any perimeter roadway, public
highway or right-of-way along the perimeter or boundary of the Property, except by the Declarant
during the Development Period and thereafter by the Association.
(C) Easement Work. Notwithstanding any architectural approval under Article VI below,
during the course of any maintenance, service, repair or work upon any easement, the Declarant, the
Association, any private utility, any public utility, and/or any governmental entity shall have the right
and the authority, without any obligation or liability whatsoever to any Owner, to remove, damage, or
destroy any fence or other structure or landscaping built, erected, maintained or planted in any
easement described in Section 3.1 (A) above and without any obligation of replacement.
Section 3.2 General Drainage. Utility. Sewer and other Development Easements. The
following rights reserved in this Section shall not be exercised, after the conveyance of any Lot, in a
manner that (i) unreasonably and adversely affects any Residence or portion thereof located upon such
Lot or the Owner's use or enjoyment thereof, or (ii) unreasonably restricts the rights of ingress and
egress to such Lot. The following rights and easements reserved by Declarant in this Section shall run
with the land, and Declarant's right to further alter or grant easements shall automatically terminate and
pass to the Association one (1) year after Declarant shall have conveyed the last Lot within the
Property.
(A) Declarant hereby reserves unto itself during the Development Period, and thereafter
unto any public or private utility, a general easement ("Drainage, Utility and Sewer Easement") for
drainage, utility and sewer purposes in, on and over all of the Common Area and any Lot, SO as to
permit the installation and allow to be maintained all electrical, telephone, water, gas, sanitary and
storm sewer, television (including but not limited to cable and/or satellite) transmission facilities,
security systems and other utility services (including all necessary lines, pipes, wires, cables, ducts,
antennae and other equipment and facilities) to serve any Residence. Any Drainage, Utility and Sewer
Easement shall include all areas of the Property outside any Residence, with the exception of any areas
covered by chimneys, or patios. Improvements or permanent structures installed within the Common
Area are subject to the rights (including the right to remove where reasonably necessary without duty
of replacement or reimbursement) of the Declarant and any public or private utility to construct,
maintain, repair or remove any necessary facilities. By virtue hereof, Declarant reserves the right to
install a lake( s) or pond( s) on any Common Area. The rights hereunder and easements hereby reserved
survive the conveyance, by the Declarant to the Association, of any Common Area. This easement
shall be in addition to any easement defined upon a Plat as a drainage, sewer, utility, cable, landscape,
sign, transmission, flowage or similar type easement.
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(B) Declarant reserves unto itself during the Development Period, and thereafter unto the
Association, an easement ("Lake Easement") and right-of-way in and to any Lake Area (s) or areas
now or hereafter shown on the Plat as a "Block", "Common Area", or "Lake" or any other Common
Area within the Property used as a water retention or detention area, or on which a Lake now exists or
is later constructed, for the purpose of fulfilling any maintenance obligations set forth in this
Declaration and/or establishing and maintaining proper surface water drainage throughout the Property,
including dewatering or aquatic maintenance, and an easement of ingress and egress through so much
of the remainder of the Property as is reasonably necessary or appropriate, to perform such actions as
Declarant or the Association deem necessary or appropriate, for the purpose of establishing and
maintaining proper surface water drainage throughout the Property, which such actions shall include
the construction, repair and maintenance of retention and detention ponds or lakes in accordance with
the requirements of applicable law and of all governmental agencies having jurisdiction (without
undertaking any obligation or duty to exceed such requirements).
(C) Declarant reserves unto itself during the Development Period, and thereafter unto the
Association, the right and an undefined sign and facilities easement ("Sign and Facilities Easement") to
install, erect, construct and maintain an entryway sign or signs, directional signs;. advertising signs
advertising the Property or the Lots therein, lighting, walkways, pathways, fences, walls and any other
landscaping, architectural and recreational features or facilities considered necessary, appropriate,
useful or convenient, anywhere upon the Property (except upon any Lot after the first conveyance
thereof). Any such signs shall comply with any applicable zoning requirements and all such facilities
shall be maintained by the Association as a part of its Common Area maintenance obligations.
(0) Declarant reserves unto itself during the Development Period, and thereafter unto the
Association, the full right, title and authority to:
(i) Relocate, alter or otherwise change the location of any Drainage, Utility and
Sewer Easement, Lake Easement, and/or Sign and Facilities Easement, or any facility at any
time located therein or thereon;
(H) Grant such further easements, licenses and rights-of-way, temporary or
permanent, exclusive or non-exclusive, surface or otherwise, as Declarant may deem necessary
or appropriate, for ingress and egress, utility and similar purposes on or within any portion of
the Property, for the benefit of the Property or any portion thereof; and,
(Hi) Describe more specifically or to change the description of any Drainage,
Utility and Sewer Easement, Lake Easement, and/or Sign and Facilities Easement or any other
easement, license or right-of-way now or hereafter existing on the Property, by written
instrument, amended Plat or amendment to the Plat recorded in the Office of the Recorder of
Hamilton County, Indiana.
(E) The title of the Association (as to the Common Area owned by the Association during
the Development Period) and of any Owner of any Lot shall be subject to the rights and easements
reserved herein.
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ARTICLE IV
ADDITIONAL PROVISIONS RESPECTING
OF SANITARY SEWER UTILITY
Section 4.1 Sanitary sewer utility easements allow for the construction, extension, operation,
inspection, maintenance, reconstruction, and removal of sanitary sewer facilities and give utility
companies, whether public or private, as well as any governmental authorities, the right of
ingress! egress.
Section 4.2 No trees shall be planted directly over building sewers (laterals). Any landscaping
placed within easements or right-of-ways may be removed, damaged, or destroyed by the applicable
utilities without an obligation of repair or replacement.
Section 4.3 No mounding, lighting, fencing, signs, retaining walls, landscaping walls, entrance
walls, irrigation lines, or other improvements shall be placed within ten (10) feet of the center of the
sanitary sewer infrastructure. Any of these which are placed within easements or right-of-ways may be
removed by the applicable utilities without the obligation of replacement.
Section 4.4 All Owners not serviced by gravity sanitary sewer service are responsible for all
maintenance, repair and replacement of all grinder/ejector pumps, force mains and gravity laterals from
the residence to its connection to the sanitary sewer main.
Section 4.5 The discharge of clear water sources, including, but not limited to, foundation
drains, sump pumps, and roof drains to the sanitary sewers is prohibited.
Section 4.6 Grade changes across sanitary sewer facilities must be approved in writing by the
applicable utilities.
ARTICLE V
COVENANTS AND RESTRICTIONS
Section 5.1 Land Use. Lots may be used only for single-family residential purposes and only
one Residence not to exceed the maximum height permitted by and measured pursuant to the Zoning
Ordinance of the municipality having zoning jurisdiction over the Property may be constructed
thereon. No portion of any Lot may be sold or subdivided such that there will be thereby a greater
number of Residences in the Property than the number of Lots depicted on the Plat. Notwithstanding
any provision in the applicable zoning ordinance to the contrary, no Lot may be used for any "Special
Use" that is not clearly incidental and necessary to single family dwellings.
Section 5.2 Address Identification. The numbers representing the address of each Residence
will be of a uniform appearance and will be displayed in a uniform location and manner, as determined
by the Committee.
Section 5.3 Lighting. All homes will have two dusk to dawn lights located on the sides of the
garage doors. Street lights may be installed by Declarant in the utility easements on Lots and in the
Common Areas. Street lights shall be operated and maintained by the Association. The Association
reserves the right to remove street lights deemed no longer necessary by the Board of Directors.
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Section 5.4 Temporary Structures. No trailer, shack, tent, boat, basement, garage or other
outbuilding may be used at any time as a dwelling, temporary or permanent, nor may any structure of a
temporary character be used as a dwelling.
Section 5.5 Driveways. All driveways in the Property shall be concrete in material.
Section 5.6 Water Systems. Each Owner shall connect to the water main maintained by a
private or public water utility to provide water for domestic use on the Lot and shall pay all connection,
availability, or other charges lawfully established with respect to connections thereto.
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Section 5.7 Drainage. In the event storm water drainage from any Lot or Lots flows across
another Lot, provision shall be made by the Owner of such downstream Lot to permit such drainage to
continue, without restriction or reduction, across the downstream Lot and into the natural drainage
channel or course, although no specific drainage easement for such flow of water is provided on the
Plat. To the extent not maintained by the Drainage Board, "Drainage Easements" reserved as drainage
swales shall be maintained by the Owner of the Lot upon which such easements are located such that
water from any adjacent Lot shall have adequate drainage along such Swale. Lots within the- Property
may be included in a legal drain established by the Drainage Board. In such event, each lot in the
Property will be subject to assessment by the Drainage Board for the costs of maintenance of the
portion of the drainage system and the lake control structures included in such legal drain, which
assessment will be a lien against the Lot. The elevation of a Lot shall not be changed so as to
materially affect the surface elevation or grade of surrounding Lots. Perimeter foundation drains and
sump pump drains shall be connected whenever feasible into a subsurface drainage tile. Down spouts
and drains shall be designed to disperse runoff for overland flow to street or swale collection systems.
Each Owner shall maintain the subsurface drains and tiles located on his Lot and shall be liable for the
cost of all repairs thereto or replacements thereof.
Section 5.8 Signs. Except for such signs as Declarant may in its absolute discretion display in
connection with the identification of development of the Property and the sale of Lots therein, no sign
of any kind shall be displayed to the public view of any Lot except that one (1) sign of not more than
four (4) square feet may be displayed at any time for the purpose of advertising the property for sale, or
may be displayed by a builder to advertise the property during construction and sale.
Section 5.9 Fencing. This subsection is applicable to all Lots except those Lots which are used
for a sales office or model home by the Declarant. No fence, wall, hedge, or shrub planting higher than
eighteen (18) inches shall be permitted between the front property line and the front building set back
line except where such planting is part of Residence landscaping approved by the Committee and the
prime root thereof is within six (6) feet of the Residence. Comer Lots shall be deemed to have two (2)
front property lines. Trees shall not be deemed "shrubs" unless planted in such a manner as to
constitute a "hedge". All fencing must be approved by the Committee and shall be unpainted cedar,
dog-eared shadow box on both sides of the fence, unless otherwise approved by the Committee. All
fencing on a Lot shall be uniform in height, style, and color and substantially similar in material. No
fence shall be erected or maintained on or within any Landscape Easement except such as may be
installed by Declarant and subsequently replaced by the Association in such manner as to preserve the
uniformity of such fence. No fence may be erected on a Lot without prior approval of the Committee,
which shall approve or disapprove the location of all fences; provided, however, that all fencing
erected on a Lot must be erected either (i) within six (6) inches of the property line of such Lot, or (ii)
more than ten (10) feet from the property line of such Lot. Owners of Lots adjoining Lots on which a
fence is erected within six (6) inches of the property line shall have the right to connect a fence to the
fence on the adjoining Lot if the new fence satisfies all of the criteria expressed herein and is approved
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by the Committee. The Committee may establish further restrictions with respect to fences, including
limitations on (or prohibition of) the installation of fences in the rear yard of a Lot abutting a Lake and
design standards for fences. All fences shall be kept in good repair. No fence, wall, hedge, or shrub
planting, or tree foliage which obstructs sight lines at elevations between two (2) and six (6) feet above
the street shall be placed or permitted to remain on any comer Lot within the triangular area formed by
the Lot lines at the streets and a line connecting points 25 feet from the intersection of said street Lot
lines; and, the same rule shall apply to the intersection of a driveway with a street, in which case the
edge of the driveway pavement shall be substituted for one of the street Lot lines.
Section 5.10 Nuisances. No noxious or offensive activity shall be carried on upon any Lot nor
shall anything be done thereon which may be, or may become, an annoyance or nuisance to the
neighborhood. Violation of any ordinance governing noise, building or lot maintenance, or any other
public nuisance shall be deemed to be a nuisance creating rights in every affected Owner, the
Declarant, and/or the Association, as the case may be, to enforce the provisions hereof against the
offending Owner. Barking dogs shall constitute a nuisance. In the event of successful enforcement by
an Owner, the Declarant, or the Association of the provisions thereof, the offending Owner shall be
; liable to the prevailing party for attorneys' fees, court costs, and all other costs and expenses of
litigation and collection in connection therewith.
Section 5.11 Garbage and Refuse Disposal. No Lot shall be used or maintained as a dumping
ground for trash. Rubbish, garbage or other waste shall be kept in sanitary containers out of public
view except not more than 24 hours prior to its removal thereof, when it may be placed at the curb of
the Lot. All equipment for storage or disposal of such materials shall be kept clean and sanitary.
Section 5.12 Livestock and Poultry. No animals, livestock or poultry of any kind shall be
raised, bred or kept on any Lot, except that dogs, cats or other household pets may be kept provided
that they are not kept, bred, or maintained for any commercial purpose. The owners of such permitted
pets shall confme them to their respective Lots such that they will not be a nuisance. Owners of dogs
shall so control or confine them so as to avoid barking which will annoy or disturb adjoining Owners.
Unless permitted by the Board of Directors of the Association, no Owner shall maintain more than two
(2) of the same type (dog, cat, bird) of pet nor more than four (4) total pets; provided, however, that
fish which are located in indoor aquariums and which pose no risk to the public health shall not be
considered pets for the purpose of this restriction. No dangerous or potentially dangerous pets, such as
exotic animals (large wild cats, wolves, alligators, snakes which are poisonous or longer than two feet,
poisonous spiders, etc.) shall be permitted to exist in a Residence or on a Lot without the unanimous
consent of the Architectural Review Committee and the Board of Directors; provided, however, that
the decision of the Board of Directors to permit such animal or animals may be overturned by a
majority vote of the Members at any meeting.
Section 5.13 Outside Burning. No trash, leaves, or other materials shall be burned upon a Lot
unless the smoke therefrom would not blow upon any other Lot. Owners shall use appropriate
incinerators and shall at all times be in compliance with all applicable legal requirements for outside
burning.
Section 5.14 Antennas and Receivers. No antenna, satellite dish, or other device for the
transmission or reception of radio, television, or satellite signals or any other form of electromagnetic
radiation shall be erected, used or maintained outdoors and above ground, whether attached to a
building or otherwise, on any part of the Property, including Lots, without the written approval of the
Architectural Review Committee, which approval shall not be unreasonably withheld; provided,
however, that any such device may be installed and maintained on any Lot without the necessity of
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such written approval if such device is not merely duplicative of other devices existing on the subject
Lot and: (a) the device is not visible from the neighboring Lots, streets or Common Area; or (b) the
Owner, prior to installation, has received the written consent ofthe Owners of all Lots who would have
views of the device from their Lots; or (c) the device is virtually indistinguishable from structures,
devices, or improvements, such as heat pumps, air-conditioning units, barbecue grills, patio furniture,
and garden equipment, which are not prohibited by these covenants or Bylaws; or (d) the device is a
satellite dish 1 meter or less in diameter and not affixed to the roof of a residence; or ( e) if prohibition
of the installation, use, and maintenance of such device is specifically preempted and superseded by
applicable governmental authority.
Section 5.15 Exterior Lights. Except on Lots on which there is maintained a sales office or
model home by the Declarant, no exterior lights shall be erected or maintained between the building
line and rear lot line so as to shine or reflect directly upon another Lot.
Section 5.16 Electric Bug Killers. Electric Bug Killers, "zappers", and other similar devices
shall not be installed at a location or locations which result in the operation thereof becoming a
.nuisance or annoyance to other Owners, and shall be operated only when outside activities require the
use thereof and not continuously.
Section 5.17 Vacant Lots. It shall be the duty and obligation of the Owner of a vacant Lot to
maintain such Lot and mow the lawn thereof. Declarant and the Association shall have the right, but
not the duty, to enter upon each vacant Lot and to maintain the appearance thereof by cutting weeds,
mowing grass, trimming trees, removing debris, installing erosion control devices, and performing any
other act reasonable under the circumstances. The Owner shall be responsible for payment of all such
expenses upon demand and the Declarant or the Association, as the case may be, shall have a lien on
such Lot for the payment of such expenses, together with attorneys' fees and all other costs and
expenses of litigation and collection which may be incurred in connection therewith.
Section 5.18 Association's Right to Perform Certain Maintenance. In the event that the Owner
of any Lot shall fail to maintain his or her Lot and any improvements situated thereon in accordance
with the provisions of this Declaration, the Association shall have the right, but not the obligation, by
and through its agents or employees or contractors, to enter upon said Lot and repair, mow, clean or
perform such other acts as may be reasonably necessary to make such Lot and improvements situated
thereon, if any, conform to the requirements of these restrictions. The cost incurred by the Association
shall be assessed to the Owner. The Owner shall reimburse the Association within thirty (30) days of
the date on which the Owner is invoiced by the Association. The Association shall have the right to
collect any outstailding maintenance assessments in the manner described in Article XI. Neither the
Association nor any of its agents, employees, or contractors shall be liable for any damage that may
result from any maintenance work performed hereunder.
Section 5.19 Awnings. Except on Lots on which there is maintained a sales office or model
home by the Declarant, or as approved by the Committee, no metal, wood, fabric, fiberglass or similar
type material awnings or patio covers will be permitted anywhere on the Property.
Section 5.20 Diligence in Construction. Subject to inclement weather, every Residence shall
be completed within twelve (12) months after the beginning of such construction or placement. No
improvement which has partially or totally been destroyed by fire or otherwise shall be allowed to
remain in such state for more than three (3) months from the time of such destruction or damage or, if
approval of the applicable casualty insurance is pending, then within three (3) months after such
approval is forthcoming.
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Section 5.21 HV AC Units. No heat pumps, air conditioning units or gas meters will be
installed in the front of the Residence.
Section 5.22 Lake and Lake Area(s). Except as otherwise provided, no individual using a
Lake, if any, has the right to cross another Lot or trespass upon shoreline not within a Common Area
owned by the Association, subject to the rights of the Declarant, the Association, their employees,
heirs, successors and assigns as set forth in the Declaration. No one shall do or permit any action or
activity which could result in pollution of any Lake, diversion of water, elevation of any Lake level,
earth disturbance resulting in silting or any other conduct which could result in an adverse effect upon
water quality, drainage or proper Lake management except as provided in the Declaration. A Lake may
not be used for swimming, ice skating, boating, or for any other purpose, except for drainage of the
Property, unless expressly and specifically approved by the Board of Directors in writing and allowed
by law. Lakes and Lake Areas mayor may not exist on the Property, and the reference throughout this
Declaration to Lakes and Lake Areas is made in order to address Lakes and Lake Areas, if any, which
now exist or are later constructed upon the Property. The installation on the Property of any Lake or
Lake.,Area. shall be within the sole discretion of the Declarant, and under no circumstances shall the -.
Declarant be required or obligated to install any Lake or Lake Area. Only the Declarant and the
Association shall have the right to store items or develop recreational facilities upon any Common
Area owned by the Association adjacent to a Lake.
Section 5.23 Mailboxes. All mailboxes and posts must be approved by the Committee and,
within each Section of the Development, shall be standard as to size, location, post, design, height,
material, composition and colors. The builder upon the initial Lot closing to the homeowner shall
install the initial mailbox for each Lot, which meets the above criteria. The Owner agrees to maintain
and paint said mailbox and post in conformance with all other mailboxes.
Section 5.24 Maintenance of Lots and Improvements. Each Owner shall at all times maintain
the Lot and any improvements situated thereon in such a manner as to prevent the lot or improvements
from becoming unsightly and, specifically, such Owner shall:
(A) Mow the Lot at such times as may be reasonably required in order to prevent
the unsightly growth of vegetation and noxious weeds;
(B) Remove all debris or rubbish from the Lot;
(C) Prevent the existence of any other condition that tends to detract from or
diminish the aesthetic appearance of the Property;
(D) Cut down and remove dead trees from the Lot; and,
(E) Within sixty (60) days following completion of a Residence, the Owner shall
landscape the lot in accordance with the provisions set forth in this Declaration, weather
permitting.
Section 5.25 Miscellaneous. No clotheslines may be erected on any Lot.
Section 5.26 Outbuildings and Animal Quarters. Any and all forms of outbuildings, including
but not limited to, sheds, storage sheds, pool houses, animal quarters, and play houses, which are not
directly connected to the main house on any Lot are prohibited, unless the same are necessary or
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incident to the Declarant's, Builder's or Association's business or activities upon the Property. Animal
quarters or kennels which are connected to the Residence must be approved by the Committee.
Section 5.27 Play Equipment. Children's play equipment such as sandboxes, temporary
swimming pools having a depth of eighteen (18) inches or less, swing and slide sets, and trampolines
shall not require approval by the Committee, provided that (i) such equipment is not more than eight
(8) feet high (to the highest point of the structure) and properly painted and maintained by the Owner
in good repair, (ii) such equipment is located in the rear yard of the Lot between the parallel lines
defmed by extending the side lines of the residence into the rear yard of the Lot, and (iii) such swing
and slide sets are constructed of wood. Metal swing and slide sets are prohibited. Equipment higher
than eight (8) feet shall require approval of the design, location, color, material and use by the
Committee, and aluminum or metal play equipment is prohibited.
Section 5.28 Plumbing. All plumbing vent stacks are to be located on the rear of the
Residence.
Section 5.29 Sidewalks. Each Residence shall have a continuous 4-foot wide by a minimum
of four (4) inches thick concrete sidewalk adjacent to all interior dedicated street frontage. Sidewalks
shall be installed by the Builder and included in the purchase price of the Residence. If an approved
asphalt bike/walking path is approved on the Property in place of the sidewalk, no additional concrete
sidewalk will be required.
Section 5.30 Subsurface Drains and Sump Pump Discharges. Subsurface drains have been
provided in certain areas within drainage easements as additional storm and ground water drainage
sources and are part of the public storm drainage system. Subsurface drain laterals have been provided
on specific Lots, and the Builder on such Lots shall connect all sump pump discharge lines to such
laterals. All maintenance and repair of all sump pump discharge lines and subsurface drain laterals
shall be the responsibility of each Lot Owner in accordance with the following:
(A) The limits of Owner responsibility include all sump pump lines and subsurface
drain laterals between the connection at the sump pump within the home and the connection
with the publicly maintained storm sewer or subsurface drain within the drainage easement.
(B) In cases where subsurface drain laterals are connected along a common
property line before connecting to the storm sewer, maintenance and repair of the common
lateral will be shared equally by the adjacent Owners unless an individual Owner caused the
lateral to be damaged, changed or altered.
(C) Any Owner or Builder damaging, changing, or altering these subsurface drains
and/or common subsurface drain laterals will be held responsible for such action and will be
given ten (10) days notice, by registered mail, to repair said damage, after which time, if no
action is taken, the appropriate jurisdictional agency, Declarant or the Association will cause
said repairs to be accomplished and the invoice for such repairs will be sent to the responsible
Owner(s) and/or Builder(s) for immediate payment. If immediate payment is not received, the
Declarant and/or the Association shall have all the rights and remedies to collect any
outstanding amounts as outlined hereafter in Article XI of this Declaration.
Section 5.31 Swimming Pools and Hot Tubs. Only permanent, in-ground pools with
professional construction, approved by the Committee, shall be permitted upon a Lot. All submittals to
the Committee shall include landscape plans. All backyard pools should be oriented to minimize the
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potential effect on neighboring properties. All fencing shall conform to county or municipal regulations
and shall be of harmonious design and subject to Committee approvals. Hot Tubs must also be
approved by the Committee.
Sections 5.32 Tennis Courts. Racquetball Courts. Paddleball Courts. etc. Tennis courts,
racquetball courts, paddle ball courts, basketball courts, squash courts, and other recreational facilities
or sporting facilities will not be permitted without approval from the Committee. All submittals to the
Committee shall include landscape plans. Basketball goals may be installed on a lot adjacent to
driveway without Committee approval provided that they have white fiberglass or translucent
fiberglass or glass backboards. Independent basketball courts may not be constructed on a Lot without
written Committee approval. No basketball goal or backbqard shall be permitted to hang from or be
affixed to the Residence or garage. Lighted courts of any kind are prohibited. Temporary or portable
basketball courts will not be permitted to be located on streets or in cul-de-sacs.
Section 5.33 Vents. All metal and PVC roof or range vents will be painted to blend with roof
color.
Section 5.34 Windows-Doors. If storm doors are installed, they must be painted to match
exterior of the Residence. No unfinished aluminum doors or windows will be allowed.
Section 5.35 Street Signs. Decorative street signs that do not conform to applicable municipal
standards may be installed by Declarant in the Declarant's sole and absolute discretion. Such
decorative street signs shall be maintained by the Association, and shall be repaired or replaced by the
Association if damaged in accordance with applicable rules and regulations of the controlling
municipality. The Association assumes all liability in the installation, maintenance and repair of the
decorative street signs.
Section 5.36 Fuel Tanks. All above or below ground storage tanks, with the exception of gas
storage tanks used solely in connection with gas grills for the purpose of grilling or cooking food, shall
be and hereby are prohibited.
Section 5.37 Garbage and Other Refuse. No Lot Owner in the Development shall burn or
permit the burning out-of-doors of garbage or other refuse, nor shall any such Owner accumulate or
permit the accumulation out-of-doors of such refuse, including compost on his or her Lot.
Section 5.38 Home Occupations. No Lot or Lots shall be used by an Owner, other than a
Builder or Declarant, for any purpose other than as a single-family residence, except that a home
occupation, which satisfies the following definition as well as all requirements of the applicable
Zoning Ordinance, may be permitted: any use conducted entirely within the Residence and participated
in solely by a member of the immediate family residing in said Residence, which use is clearly
incidental and secondary to the use of the Residence for dwelling purposes and does not change the
character thereof and in connection with which there is: a) no sign or display that will indicate from the
exterior that the Residence is being utilized in whole or in part for any purpose other than that of a
dwelling; b) no commodity sold upon the premises; c) no person is employed other than a member of
the immediate family residing in the Residence; and d) no manufacture or assembly operations are
conducted. Provided however, that in no event shall the following or similar activities be conducted or
considered to be a permitted Home Occupation: child day care, barber shop, styling salon, animal
hospital, or any form of animal care or treatment such as dog trimming, or any other similar activities.
The foregoing notwithstanding, the Declarant and Builders shall be permitted to operate sales trailers,
model homes, and sales offices.
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Section 5.39 Open Drainage Ditches and Swales. The following shall apply to open ditches
and swales:
(A) Drainage swales (ditches) along dedicated roadways and within the right-of-
way, or on dedicated drainage easements, are not to be altered, dug out, filled in, tiled, or
otherwise changed, without the written permission of the appropriate jurisdictional agency and
the Declarant. Property Owners must maintain these swales as grassways or other non-eroding
surfaces. Any damage to swales or drainage structures must be repaired or replaced by the Lot
Owner.
(B) Any Owner or Builder altering, changing, or damaging these drainage swales
or ditches will be held responsible for such action and will be given ten (10) days notice, by
registered mail, to repair said damage, after which time, if no action is taken, the appropriate
jurisdictional agency, Declarant or the Association will cause said repairs to be accomplished
and the invoice for such repairs will be sent to the responsible Owners for immediate payment.
If immediate payment is not received by the Association, the Association shall have all the
rights and remedies to collect any outstanding amounts as outlined hereafter in Article XI of
this Declaration.
Section 5.40 Roofmg Materials. The roofmg materials on all Residences within each Section
of the Development shall be similar in color, and shall be of a quality, style and composition
acceptable to the Declarant during the Development Period and, thereafter, the Committee.
Section 5.41 Solar Panels. No solar panels shall be pennitted on any Residence.
Section 5.42 Temporary Structures. No temporary house, trailer, garage or other outbuilding
shall be placed or erected on any Lot, except by Declarant or a Builder.
Section 5.43 Utility Services. Easements for installation and maintenance of utilities and
drainage facilities are reserved as shown on the recorded plat.
Section 5.44 Vehicles Parking. No trucks one (1) ton or larger in size, campers, trailer, motor
homes, boats, snowmobiles, jet ski or similar vehicles shall be parked on any street in the Property.
Any recreational vehicle or trailer, camper, snowmobile, jet ski, or boat shall not be permitted to
remain on any driveway or Lot except within a closed garage and shall not be regularly parked upon
unpaved areas. There shall be no outside storage of commercial trucks, trailers, boats, junk cars, or fuel
tanks.
Section 5.45 Visual Obstructions. No fence, wall, gate, hedge, tree or shrub planting which
obstructs sight lines and elevations between three (3) and twelve (12) feet above the street shall be
placed or pennitted to remain on any corner Lot within the triangular area formed by the street right-
of-way lines and line connecting points twenty-five (25) feet from the intersection of said street lines or
in the case of a rounded property comer, from the intersection of the street right-of-way lines extended.
The same sight-line limitations shall apply to any Lot within ten (10) feet from the intersection of a
street line with the edge of a driveway pavement or alley line.
Section 5.46 Wells. Water wells shall not be drilled on any of the Lots except as required to
irrigate common areas.
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Section 5.47 Occupancy or Residential Use of Partially Completed Residence Prohibited. No
Residence constructed on any Lot shall be occupied or used for residential purposes or human
habitation until a certificate of occupancy has been issued.
Section 5.48 Streets. Sidewalks. and Street Landscaping.
(A) Maintenance. Declarant shall maintain all streets and curbs in good condition
satisfactory for the purpose for which they were constructed until their dedication has been
accepted by the controlling municipality.
(B) Landscaping:. All landscaping within the street rights-of-way is subject to the
approval of the appropriate governmental authority. Each Owner shall cut all grass and trim all
other landscaping in the rights-of-way adjoining his Lot lines and shall maintain all sidewalks
in the rights-of-way nearest his Lot lines. Each Owner shall immediately replace any street
trees and lighting required by this Declaration, the Plat, or any other document controlling
maintenance of Lots.
(C) Street Lights and Decorative Street ~ All street lights and decorative
street signs located within the right-of-way of any street shall be maintained by the
Association.
Section 5.49 Construction and Landscaping: Time Requirements: Divestiture: Penalties. All
construction upon, landscaping of, and other improvements to a Lot shall be completed strictly in
accordance with a lot development plan approved by the Committee. All landscaping specified on the
landscaping plan approved by the Committee shall be installed on the Lot strictly in accordance with
such approved plan within sixty (60) days following substantial completion of the Residence unless
delayed due to adverse weather conditions, but in' no event shall it be installed later than June 30 'n of
the year.
Section 5.50 Sej>tic Systems. No septic tank, absorption field, or any other on-site sewage
disposal system shall be installed or maintained on any Lot.
ARTICLE VI
ARCHITECTURAL CONTROLS
Section 6.1 Approvals. Approvals, detennination, pennissions, or consents required herein
shall be deemed given only if they are given in writing and signed, with respect to the Declarant or the
Association, by an officer thereof, and with respect to the Committee, by one (1) member thereof.
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Section 6.2 Committee: Development Standards and Architectural Control Committee. A
Development Standards and Architectural Control Committee, composed of at least three (3) members,
shall exist and shall be appointed by the Declarant. Such members shall be subject to removal by the
Declarant at any time, with or without cause. Any vacancies from time to time shall be filled by
appointment of the Declarant. The Declarant may, at its sole option, at any time hereafter, relinquish
for a period of time to the Association the power to appoint and remove one or more members of the
Committee.
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Section 6.3 Continuation of Committee. When the Declarant provides written notification to
the Association of discontinuance of this Committee, then the Directors of the Association, or their
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designees, shall continue the actions of the Committee with like powers and duties.
Section 6.4 Duties of Committee. The Committee shall approve or disapprove proposed
improvements within thirty (30) days after all required information shall have been submitted to it. The
Committee for its permanent files shall retain one copy of submitted material. All notifications to
applicants shall be in writing, and, in the event that such notification is one of disapproval, the
requesting applicant may re-apply with changes. If however, approval has not been received by
applicant in writing within thirty (30) days, then said request shall be considered DENIED.
Section 6.5 Exercise of Discretion. Declarant intends that the members of the Committee
exercise discretion in the performance of their duties consistent with the provisions hereof, and every
Owner by the purchase of a Lot shall be conclusively presumed to have consented to the exercise of
discretion by such members. In any judicial proceeding challenging a determination by the Committee
and in any action initiated to enforce this Declaration in which an abuse of discretion by the Committee
is raised as defense, abuse of discretion may be established only if a reasonable person, weighing the
evidence and drawing all inferences in favor of the Committee, could only conclude that such
determination constituted.an abuse of discretion.
Section 6.6 Inspection. The Committee may inspect work being performed without the
Owner's permission to assure compliance with these restrictions and applicable regulations.
Section 6.7 Liability of Committee. Declarant. Developer. Neither the Committee nor any
agent thereof, nor the Declarant, or Association shall be liable in any way for any costs, fees, damages,
delays, or any charges or liability whatsoever relating to the approval or disapproval of any plans
submitted to it, nor shall the Committee, Association or Declarant be responsible in any way for any
defects in any plans, specifications or other materials submitted to it, or for any defects in any work
done according thereto. Further, the Committee, Association and/or Declarant make no representation
or warranty as to the suitability or advisability of the design, the engineering, the method of
construction involved, the compliance of proposed plans with laws and zoning ordinances, or the
materials to be used. All parties should seek professional construction advise, engineering, and
inspections on each Lot prior to proposing construction.
Section 6.8 Common Areas Entrances. Street Signs. and Landscape Easements. None of the
following shall be installed or constructed without prior written approval thereof by the Committee: (i)
any and all landscaping, fences, structures, lighting, walking trails, sidewalks, or other improvements
located in any Common Area, landscape maintenance access easement, and/or sign landscape
easement, (ii) any entrance monument or signage identifying the Development or any section thereof
and/or (ill) street signage.
Section 6.9 Lot Improvements. No dwelling, building structure, fence, deck, driveway,
swimming pool, rear yard tennis or basketball courts, or improvement of any type or kind (including
significant landscaping or stacking of wood) shall be constructed or placed on any Lot without the
prior approval of the Committee. ~uch approval shall be obtained only after the Owner of the Lot
requesting authorization from the Committee has made written application to the Committee at least
thirty (30) days prior to the proposed construction. Such written application shall be in the manner and
form prescribed from time to time by the Committee, and shall by accompanied by two (2) complete
sets of plans and specifications for any such proposed construction or improvement. Such plans shall
include plot plans showing (i) the location of the improvements existing upon the Lot and the location
of the improvement proposed to be constructed or placed upon the Lot, each properly and clearly
designated and (ii) all easements, set backs, and rights-of-way and (ill) any landscape plans required by
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the Committee. Such plans and specifications shall further set forth the color and composition of all
exterior materials proposed to be used and any proposed landscaping, together with any other
materials, photographs, or information, which the Committee may require. All building plans and
drawings required to be submitted to the Committee shall be drawn to a scale of 1/4" = I' and all plot
plans shall be drawn by a professional to a scale of 1" = 30', or to such other scale as the Committee
shall deem appropriate. It is also recommended that a certified survey be prepared to insure that a
resident is not encroaching on an adjacent homeowner or in a Common Area. If Owner has encroached
on an adjacent Owner's property or in a common area, the encroaching Owner will, at his or her own
expense, move any fence or other improvement( s) so as to eliminate the encroachment.
No fence or screen of hny kind will be permitted if its installation will obstruct necessary site
lines for vehicular traffic. Undue obstruction of view of other amenities from adjoining properties shall
be considered by the Committee when reviewing applications for approval.
Section 6.10 Power of Disaporoval. The Committee may refuse to grant permission to
construct, place or make the requested improvement with or without cause. Common grounds for
denial include, but are not liniited:toj a lack or absence of the following:
(A) The plans, specifications, drawings or other material submitted must
themselves be adequate and complete, show the proposed improvement, and not be in violation
of this Declaration; and
(B) The design or color scheme of a proposed improvement must be in harmony
with the general surroundings of the Lot or with adjacent buildings or structures.
Section 6.11 Power to Grant Variances. The Committee may allow reasonable variances or
adjustments of this Declaration where literal application would result in unnecessary hardship, but any
such variance or adjustment shall be granted in conformity with the general intent and purposes of this
Declaration, no variance or adjustment shall be granted which is materially detrimental or injurious to
other Lots in the Development, and any such variance granted shall not be considered as precedent
setting.
Section 6.12 Statement of Pw:poses and Powers. Subject to this Declaration and the
restrictions contained herein, the Committee shall regulate the external design, appearance, use,
location and maintenance of lands and improvements thereon .in"such . a manner as to preserve and
enhance values and maintain a harmonious relationship among structures and the natural vegetation
and topography, and in keeping with the intent ofthe Declarant.
ARTICLE vn
CONTIGUOUS LOTS
Section 7.1 Rules Governing: Building: on Several Contiguous Lots Having: One Owner.
Whenever two or more contiguous Lots shall be owned by the same person, and such Owner shall .
desire to use two or more of said Lots as a site for a single-dwelling house, such Owner must apply in
writing to the Committee for permission to so use said Lots. If permission for such a use shall be
granted, the Lots constituting the site for such single-dwelling house shall be treated as a single Lot for
the purpose of applying this Declaration to said Lots, so long as the Lots remain improved with one
single-dwelling house; provided, however,' that with respect to the combined Lots, the Owner of the
combined Lots shall be obligated to pay Annual Assessments, One-Time Assessments, and Special
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Assessments for each originally platted lot constituting the combined Lots, and such Annual
Assessments, One-Time Assessments, and Special Assessments shall be a lien on the combined Lots,
all per the terms and conditions of Article X below. In addition, the Owner must obtain all requisite
and necessary permits and approvals from the municipality having zoning jurisdiction over the
Property.
ARTICLE VIII
USE AND OWNERSHIP OF COMMON AREA
Section 8.1 Ownership. A license upon such terms, conditions, rules and regulations as the
Declarant, and successor, assigns or licensees of the Declarant, shall from time to time grant, for the
use and enjoyment of the Common Area, is granted to the persons who are from time to time members
of the. Association; provided, however, that no residential development shall occur in the Common
Area. Every Owner shall have a nonexclusive right and easement of enjoyment in common with all
other Owners, in and to the Common Areas which nonexclusive right and easement of enjoyment shall
be appurtenant to and pass with the.titleto every Lot; provided, however, that any area identified on a
Plat as a Limited Common Area shall be for the exclusive use and benefit of Owners whose Lots abut
the Limited Common Area, subject to (i) the right of the Association to perform and undertake
maintenance of the Limited Common Area and (H) all easements granted in this Declaration. The
Common Areas shall be conveyed by quitclaim deed to the Association. Such conveyance shall be
deemed to have been accepted by the Association and those persons who shall from time to time be
members thereof upon the recording of a deed or deeds conveying such Common Area to the
Association.
Section 8.2 Use. Common Area shall be used for such purposes as deemed appropriate by the
Declarant until the end of the Development Period. Following the end the Development Period, the
Common Area shall be used for such purposes as deemed appropriate by the Association. Any
Common Area depicted on the recorded plats of the Development or designated by the Declarant as a
Common Area shall remain for the exclusive use of the Owner(s), and their family members, guests,
tenants, or contract purchaser who reside on the Lot(s). Neither the Declarant's execution or recording
of the plats nor the doing of any other act by the Declarant is, or is intended to be, or shall be construed
as, a dedication to the public of the Common Area.
ARTICLE IX, "<!
HOMEOWNERS ASSOCIATION. INC.
Section 9.1 Association Duties. The duties of the Association shall include the following: (i)
the promotion of the recreation, health, safety, and welfare of the residents in the property, (H) the
maintenance and repair of the Common Area including, but not limited to, any and all lighting,
landscaping, pools, amenity areas, the Trail System, and sidewalks located thereon, (Hi) the
maintenance and repair of any and all entrance monuments and signage, and the landscaping
surrounding such entrances monuments and signage, (iv) maintenance and repair of all street signage,
street lighting, and all improvements and landscaping existing in any landscape maintenance access
easement and/or any sign landscape easement, (v) the performance of any other obligations and duties
of the Association specified herein.
Section 9.2 Board of Directors. The Owners shall elect a Board of Directors of the Association
as prescribed by the Association's Articles and Bylaws. The Board of Directors shall manage the affairs
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of the Association. Directors need not be members of the Association.
Section 9.3 Classes of Membership and Voting Rights. The Association shall have the
following two classes of voting membership:
(A) Class A. Class A members shall be all Owners with the exception of the
Declarant. Class A members shall be entitled to one (1) vote for each Lot owned. When more
than one person holds an interest in any Lot, all such persons shall be members. The vote for
such Lot shall be exercised as the members holding an interest in such Lot determine among
themselves, but in no event shall more than one vote be cast with respect to any Lot.
(B) Class B. The Class B member shall be the Declarant. The Declarant shall be
entitled to five (5) votes for each Lot owned. For purposes of this calculation, it shall be
assumed that Declarant owns all Lots, which number shall be reduced as Lots are conveyed by
the Declarant to an Owner. The Class B membership shall cease and be converted to Class A
membership on the happening of either of the following events, whichever occurs earlier
(hereafter "Effective Date"):l:;,";:,.i~;, .
(i) December 31, 2020; or
(H) When the total number of votes outstanding in the Class A
Membership is equal to the total number of votes outstanding in the Class B
Membership; or
(Hi) when the Declarant executes and records, with the Recorder's Office,
a written instrument by which the Declarant terminates the Class B membership.
Section 9.4 Membership. Initially, the person(s) who serve as incorporator(s) of the
Association shall be the member(s) (the "Initial Member(s)"). The Initial Member(s) shall remain
member( s) of the Association until the Association Articles of Incorporation are accepted by the
Indiana Secretary of State, at which time the Initial Member(s) shall cease to be member(s) unless they
also qualify as Class A or Class B members. Every Owner of a Lot which is subject to assessment shall
be a member of the Association. Apart from the Initial Member(s), a membership in the Association
shall be appurtenant to and may not be separated from ownership of any Lot.
Section 9.5 Professional Management. No contract or agreement for professional management
of the Association, nor any other contract between Declarant and the Association, shall be for a term in
excess of three (3) years. Any such agreement or contract shall provide for termination by either party
with or without cause and without payment of any termination fee upon written notice of ninety (90)
days or less. The Association shall at all times be managed by a professional management company.
Section 9.6 Limitations on Rights of the Association. As long as there is a Class B Member,
the Association may not use its resources, nor take a public position in opposition to future phases of
proposed by the Declarant or changes to current phases of proposed by the Declarant.
Nothing in this paragraph shall be construed to limit the rights of the members acting as individuals or
in affiliation with other members or groups as long as they do not employ the resources of the
Association or identify themselves as acting in the name, or on the behalf of the Association.
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ARTICLE X
ASSESSMENTS
Section 10.1 Creation of Lien and Personal Obligation of Assessments. Each Owner of any
Lot, except the Declarant, by acceptance of a deed therefore, whether or not it shall be so expressed in
such deed, is deemed to covenant and agree to pay to the Association the following:
(A) Annual Assessments (hereafter defmed);
(B) One-Time Assessment (hereafter defined);
(C) Special Assessments (hereafter defined) for costs of enforcement of the
Declaration, capital improvements and operating deficits, copies of Association documents if
requested by a member, and such assessments to be established and collected as hereinafter
provided or established by the Board; and
(0) Violation Assessments (hereafter defmed) levied for a violation of this
Declaration.
Section 10.2 Annual Budget. By majority vote of the Board of Directors, the Board of
Directors shall adopt an annual budget for the subsequent fiscal year, which shall provide for the
allocation of expenses in such a manner that the obligations imposed by the Declaration and all
Supplemental Declarations can effectively be met.
Section 10.3 Annual Assessment.
(A) Amount. The Annual Assessment provided for herein shall be per calendar
year and shall commence for each Lot on the date of closing of the sale of a Lot to an Owner
other than Declarant. The Annual Assessment, commencing during the calendar year in which
the frrst Lot is conveyed to an Owner other than the Declarant, shall be $ per Lot per
year. The Annual Assessment for the calendar year shall be pro-rated to year-end. The Board
of Directors shall fix any increase in the amount of the Annual Assessment at least thirty (30)
days in advance of the effective date of such increase. The initial due date for annual
assessments shall be January 1st of each calendar year, and such assessment shall be subject
to collection and late charges beginning on January 31 sl of each calendar year.
(B) Purpose of Assessments. The annual assessment levied by the Association
shall be used in the reasonable discretion of the Board of Directors to fulfill the duties and
obligations of the Association specified in this Declaration.
(C) Method of Assessment. By a vote of a majority of the Board of Directors, the
Board of Directors shall, on the basis specified in Section 10.7 below, fix the Annual
Assessment for each assessment year at an amount sufficient to meet the obligations imposed
by this Declaration upon the Association. The Board during any calendar year shall be
entitled to increase the Annual Assessment for that year if it should determine that the
estimate or current assessment is insufficient for that year, provided that the Board shall give
at least thirty (30) days advance notice thereof to the Owners. The Board of Directors shall
establish the date(s) the Annual Assessment shall become due, and the manner in which it
shall be paid.
Section 10.4 One-time Assessment. Upon the closing of the initial conveyance of each Lot
by Declarant to an Owner, the purchaser of such Lot shall pay to the Association, in addition to any
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other amounts then owed or due to the Association, as a contribution to its working capital and start-
up fund, an amount of Dollars ($ ) against such Lot, which payment shall be
non-refundable and shall not be considered as an advance payment of any assessment or other charge
owed the Association with respect to such Lot. Such working capital and start-up fund shall be held
and used by the Association for payment of, or reimbursement to Declarant for advances made to pay,
expenses of the Association for its early period of operation of the Development, to enable the
Association to have cash available to meet unforeseen expenditures, or to acquire additional equipment
or services deemed necessary by the Board.
Section 10.5 Special Assessment. In addition to such other Special Assessments as may be
authorized herein, the Board of Directors may levy in any year a Special Assessment(s) for the purpose
of enforcing these covenants and restrictions, for legal expenses, for collection expenses, other activity
that is the responsibility of an Owner hereunder but which such Owner has not undertaken as
required hereunder, for defraying, in whole or in part, the cost of any construction, reconstruction,
repair or replacement of any capital improvement which the Association is required to maintain
and/or for operating deficits which the Association may from time to time incur, provided that any
such assessment shall have the assent of a majority or the votes of the members who are voting in
person or by proxy at a meeting duly called for this purpose.
Section 10.6 Violation Assessment. In addition to all other assessments as be authorized
herein, the Board of Directors may levy a Violation Assessment to an Owner, (i) for a violation
against this Declaration or (ii) for damages if any portion of the Common Area that the Association
is obligated to maintain, repair and/or replace is damaged due to the willful or negligent act or
omission of such Owner or Owner's guest or invitee. In the event of such damage, the Board shall
have the right to undertake the necessary maintenance, repair or replacement. The choice between
repair or replacement is in the sole discretion of the Board.
Section 10.7 Basis for Assessment.
(A) Lots Generally. Each Lot owned by a person other than Declarant shall be
assessed at a uniform rate without regard to whether a Residence has been constructed upon
the Lot.
(B) Lots Owned by Declarant. Declarant shall not pay the Annual Assessment and
Special Assessment.
Section 10.8 Notice and Due Date. Written notice of special assessments and' such other
assessment notices as the Board of Directors shall deem appropriate shall be delivered to every Owner
subject thereto. The due dates for all assessments shall be established by the Board of Directors.
Section 10.9 Assessment Liens. All Assessments, together with interest thereon, attorneys fees,
and other costs of collection permitted by this Declaration to be collected, shall be a charge on the land
and shall be a continuing lien upon the Lot against which each Assessment is made until paid in full.
Each Assessment, together with interest thereon and costs of collection thereof, including reasonable
attorney fees, shall also be the personal obligation of the Person who was the Owner of the Lot at the
time when the Assessment became due.
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Section 10.10 Failure of Owner to Pay Assessments. No Owner, by waiver of the use or
enjoyment of the Common Areas, or by abandonment of the Residence belonging to such Owner, may
exempt himself or herself from paying Annual Assessments or Special Assessments, or from
contributing toward the expenses of administration and/or maintenance and repair of the Common
Areas and toward any other expense lawfully agreed upon. Each Owner shall be personally liable for
the payment of all Annual Assessments, Special Assessments, Violation Assessments and all other
charges. Where the Owner constitutes more than one person, the liability of such persons shall be joint
and several. If any Owner shall fail, refuse or neglect to make any payment of any Annual
Assessments, Special Assessments, or Violation Assessments when due, the lien for such assessment
on the Owner's Residence may be foreclosed by the Board of Directors for and on behalf of the
Association, as provided by law. Upon the failure of an Owner to make payments of any Annual
Assessments, Special Assessments, or Violation Assessments within ten (10) days after such are due,
the Board of Directors, in its discretion and regardless of whether litigation is commenced, may:
(1) impose a uniform monthly late charge, which will be considered an addition to the assessment,
in an amount to be determined by the Board of Directors of up to twenty-five percent (25%) of
the amount of the Assessment; "',\;0'::';
(2) accelerate the entire balance of the unpaid Assessments for the remainder of the fiscal year and
declare the same immediately due and payable, notwithstanding any other provisions hereof to
the contrary;
(3) require that, in addition to the delinquent assessment and any applicable late charge, the Owner
of the respective Residence also pay (i) any attorney's fees incurred incident to the collection
of the delinquent assessment and (ii) collection costs incurred by the Association to the
managing agent for processing delinquent Owners' accounts;
(4) suspend such Owner's right to use the Common Areas as provided in the Indiana Nonprofit
Association Act of 1991, as amended; and
(5) suspend such Owner's right to vote as provided in the Indiana Nonprofit Association Act of
1991, as amended.
In any action to foreclose the lien for any Assessments, the Board of Directors shall be entitled to the
appointment of a receiver for the purpose of preserving the Residence and to collect the rentals and
other profits therefrom for the benefit of the Association to be applied to the unpaid Annual
Assessments, Special Assessments, and/or Violation Assessments. The Board of Directors may, at its
option, bring a suit to recover a money judgment for any unpaid Annual Assessments, Special
Assessments, and/or Violation Assessments without foreclosing or waiving the lien securing the same.
In any action to recover an Annual Assessment, Special Assessment, and/or Violation Assessments,
whether by foreclosure or otherwise, the Board of Directors, for and on behalf of the Association, shall
be entitled to recover costs and expenses of such action incurred, including but not limited to
collections costs incurred by the Association to the managing agent for processing delinquent Owners'
accounts and reasonable attorney's fees, from the Owner of the respective Residence.
Section 10.11 Certificates. The Association shall, upon reasonable request by an Owner, at any
time, furnish a letter in writing signed by an officer of the Association, indicating the accounting status
of assessments on a Lot showing the balance due the AssoCiation, if any.
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Section 10.12 Subordination of the Lien to Mortgages. The lien of the assessments provided
for herein against a Lot shall be subordinate to the lien of any recorded first mortgage covering such
Lot and to any valid tax or special assessment lien on such Lot in favor of any governmental taxing or
assessing authority. Sale or transfer of any Lot shall not affect the lien of assessments levied under this
Article X. The sale or transfer of any Lot pursuant to mortgage foreclosure or any proceeding in lieu
thereof shall, however, extinguish the lien of such assessments which became due or are attributable to
the period of time prior to such sale or transfer. No sale transfer shall relieve such Lot from liability for
any assessments thereafter becoming due or from the lien thereof.
ARTICLE XI
REMEDIES
Section 11.1 Delay or Failure to Enforce. No delay or failure on the part of any aggrieved party
to invoke any available remedy with respect to a violation of anyone or more of covenants, conditions,
and restrictions in this Declaration shall be held to be a waiver by that party or an estoppel of that party
of any right available to such party upon the occurrence;, reoccurrence or continuation of such violation
or violations of this Declaration.
Section 11.2 In General. The Association or any party to whose benefit this Declaration inures,
including the Declarant and/or any Owner, may proceed at law or in equity to prevent,the occurrence
or continuation of any violation of these Restrictions, or to compel compliance with these Restrictions
and Covenants, and shall be entitled to recover costs of collection and reasonable attorney's fees;
however, neither the Declarant, nor the Association, shall be liable for damages of any kind to any
person for failing either to abide by, enforce, or carry out any terms, conditions, or restrictions
contained in this Declaration.
ARTICLE XII
EFFECT ON BECOMING AN OWNER
Section 12.1 The Owner(s) of any Lot subject to this Declaration, by acceptance of a deed
conveying title thereto, or by virtue of the execution of a contract for the purchase thereof, whether
from Declarant, a Builder, or a subsequent Owner of such Lot, shall accept such deed and execute such
contract subject to each and every covenant"condition, and restrictions contained in this Declaration.
By acceptance of such deed or execution of such contract each Owner acknowledges the rights and
powers of the Declarant, Committee, and Association contained in this Declaration, and also, for
themselves, their heirs, personal representatives, successors and assigns, such Owner(s) covenant and
agree and consent to and with the Declarant, Committee and the Association and to and with the other
Owners and subsequent Owners of each of the Lots affected by this Declaration to keep, observe,
comply with and perform such covenants, conditions, and restrictions contained in this Declaration.
ARTICLE XIII
TITLES
Section 13.1 The titles preceding the various Sections and paragraphs of this Declaration are
for convenience of reference only and none of them shall be used as an aid to the construction of any
provisions of this Declaration. Wherever and whenever applicable, the singular form of any word shall
be taken to mean or apply to the plural, and the masculine form shall by taken to mean or apply to the
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feminine or to the neuter.
ARTICLE XIV
SEVERABILITY
Section 14.1 Invalidation of anyone of the covenants, restrictions or provisions contained in
this Declaration by judgment or court order shall not in any way affect any of the other provisions
hereof, which shall remain in full force and effect. No delay or failure by any person to enforce any of
the restrictions or to invoke any available remedy with respect to a violation or violations thereof shall
under any circumstances be deemed or held to be a waiver by that person of the right to do so
thereafter, or as estoppel of that person to assert any right available to him upon the occurrence,
recurrence or continuation of any violation or violations of the restrictions.
ARTICLE XV
DECLARANT'S RlGIIlI'S,
Section 15.1 Any and all of the rights and obligations of the Declarant set forth in this
Declaration may be transferred, in whole or in part, to other persons or entities, provided that the
transfer shall not reduce an obligation nor enlarge a right beyond that contained in this Declaration. No
such transfer shall be effective unless it is in a written instrument signed by the Declarant and duly
recorded with the Recorder of Hamilton County, Indiana.
Section 15.2 Nothing in this Declaration shall be construed in a manner that limits or restricts
the Declarant and/or any Builders in their development of the Property and construction of residences
thereon. Therefore, notwithstanding anything herein to the contrary, the Declarant and/or any Builders
authorized by Declarant may maintain and carry upon portion of the Common Area, and other portions
of the Property and Lots owned by the Declarant, such facilities and activities as, in the sole opinion of
the Declarant, may be reasonably required, convenient, or incidental to the construction or sale of
Residences including, but not limited to, business offices, signs, model units, sales offices, and sales
trailers.
ARTICLE XVI
AMENDMENT TO TillS DECLARATION
Section 16.1 This Declaration and the covenants, conditions and restrictions set forth in this
Declaration, as from time to time amended in the manner hereafter set forth, shall run with the land and
shall be binding upon the persons owning any portion of the Property and all parties closing under
them. This Declaration may be amended or modified at any time by an instrument recorded in the
Office of the Recorder of Hamilton County, Indiana, approved and signed by at least seventy-five
percent (75%) of the then Owners. Provided, however, that none of the rights or duties of Declarant
reserved or set out hereunder may be amended or changed without Declarant's prior written approval.
Except as prohibited below, this Declaration may also be amended by Declarant', if it then has any
ownership interest in the Property, at any time within five (5) years after the recordation hereof. Any
amendment must be recorded. Neither the Association, the Owners or Declarant shall effect any of the
following changes without the prior written approval of two-fhirds (b) of the Owners of Lots
(excluding Declarant or Builder):
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(A) By act or omission seek to abandon, partition, subdivide, encumber, sell or
transfer the Common Area owned directly or indirectly by the Association for the benefit of
the Owners. The granting of easements for public utilities or other public purposes consistent
with the intended use of the Common Area owned by the Association by the Dwelling Unit
Owners is not a transfer in the meaning of this clause;
(B) Fail to maintain fIre and extended coverage on insurable Common Area owned
by the Association on a current replacement cost basis in an amount at least one hundred
percent (100%) of the insurable value (based on current replacement costs);
(C) Use hazard insurance proceeds for losses to any Common Area owned by the
Association for other than the repair, replacement, or reconstruction of the Common Area
owned by the Association.
IN TESTIMONY WHEREOF, witness the signature of the Declarant of this Declaration as of the date
fIrst above written.
..1: .~. t...
DECLARANT:
An hldiana
By:
STATE OF INDIANA )
) SS:
COUNTY OF )
Before me, a Notary Public, in
, the
Declarant herein, and acknowledged the
Conditions, and Restrictions of
and for said County and State, personally appeared
of , an hldiana as the
execution of the foregoing Declaration of Covenants,
this day of ,2005.
My Commission Expires:
Notary Public
Resident of
County, hldiana
Printed:
This fustrument Prepared by: Charles D. Frankenberger, Nelson & Frankenberger, 3105 E. 98th
Street, Suite 170, hldianapolis, IN 46280 - (317) 844-0106.
H:'Janet\Earlham\CCRs 02210S.doc
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ARTICLES OF INCORPORATION
OF
HOMEOWNERS .
ASSOCIATION, INC.
The undersigned incorporator, desiring to form a corporation pursuant to the provisions
of the Indiana Nonprofit Corporation Act of 1991, executes the following Articles of
Incorporation:
ARTICLE I
Name
Section 1.01. Name and Type. The name of this Corporation shall be the
HOMEOWNERS ASSOCIATION, INC. This Corporation is a mutual benefit corporation.
Certain capitalized words used herein shall have the meaning set forth in Article XI below.
ARTICLE II
Purposes and Powers
Section 2.01. Primary Purposes. The purposes for which this Corporation is formed are
to exercise all of the powers and privileges and to perform all of the duties and obligations of the
Corporation as set forth in the Declaration and all Supplemental Declarations.
Section 2.02. Additional Purposes. In addition, the Corporation is formed for the
promotion of the health, safety and welfare of the residents of and other non-
profitable purposes that are authorized by the Act and permitted to be carried on by an
organization exempt from Federal income taxation under the provisions of Section 528 of the
Internal Revenue Code of 1986 (hereinafter referred to as the "Code") and the Regulations issued
pursuant thereto, as amended.
Section 2.03. Specific Powers. Subject to any specific written limitations or restrictions
imposed by the Act, by the Code, by other law, or by the Declaration or the Articles, and solely
in furtherance of but not in addition to the purposes set forth in Section 2.01 and 2.02 of these
Articles, the Corporation shall have the following specific powers:
(a) To Manage. etc. To manage, maintain, repair and replace the Common Area,
and appurtenant easements, improvements and other property of every kind and nature
whatsoever, real, personal or mixed, located upon the Common Area or used or held for
use in connection with the business or operation of the Corporation for the benefit and
use of the members of the Corporation, subject to such restraints or suspensions of use
and voting rights of members as are provided herein, in the Bylaws and in the
Declaration.
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(b) To Make Assessments. To fix, levy and collect assessments and to enforce
payment thereofby all lawful means.
(c) To Promulgate Rules. To promulgate such rules and regulations and perform
such deeds as are deemed necessary to achieve the aforesaid purposes.
(d) To Insure. To secure from insurers licensed and approved in the State of
Indiana, appropriate fire/property damage coverage, comprehensive general liability
coverage and such other forms of insurance as may be deemed necessary or appropriate.
(e) To Secure Services. To secure professional managerial services by
employing a professional manager, contracting with a professional management service
or entity, or otherwise, which services may include administrative, managerial,
bookkeeping, legal, architectural, engineering, maintenance, repair, construction and
other services.
(t) To Acquire and Dispose of Property. To acquire by gift, purchase or other
means, to own, hold, enjoy, lease, operate, maintain, convey, sell, transfer, mortgage or
otherwise encumber or dedicate for public use, real or personal property in connection
with the business of the Corporation subject to the provisions of the Declaration.
(g) To Borrow. To borrow money and, subject to the provisions of the
Declaration, to give, as security therefor, a mortgage or other security interest in any or
all real or personal property owned by the Corporation, or a pledge of monies to be
received pursuant to the provisions of the Declaration or any Supplemental Declaration,
and to assign and pledge its right to make assessments and its rights to claim a lien
therefor.
(h) To Appoint a Fiscal Agent. To appoint any Person as its fiscal agent to
collect all assessments and charges levied by the Corporation and to enforce the
Corporation's liens for unpaid assessments and charges or any other lien held by the
Corporation. "
(i) To Make Contracts. To enter into, perform, cancel and rescind all kinds of
contractual obligations, including the guarantee of the obligations and performance of
others.
(j) To Act With Others. To perform any act which the Corporation acting alone
has the power and capacity to perform by acting as a partner or otherwise in association
with any Person or Persons, whether legally constituted or informally organized.
(k) To Pay. To pay all Operating Expenses, including all licenses, taxes or
governmental charges levied or imposed against the property.
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(1) To Merge. To participate in mergers and consolidations with other nonprofit
corporations organized for the same purpose or annex additional real estate as provided in
the Declaration.
(m) To Otherwise Act. To have and to exercise any and all powers, rights and
privileges which a corporation organized under the Act may now or hereafter have or
exerCise.
Section 2.04. Limitations Upon Powers.
(a) Earnings. No member of the Corporation shall have or receive any earnings
from the Corporation, except a member who is an employee of the Corporation, in which
event he may receive fair and reasonable compensation for his services as an employee;
and a member may also receive payments of principal and interest at a rate not exceeding
that from time to time permitted by the Act on funds loaned or advanced by him to the
Corporation.
(b) Loans to Directors. The Corporation shall make no advancements for
services to be performed in the future, nor any loan of money or property to any director
or officer of the Corporation.
(c) Dissolution. In the event of dissolution of the Corporation, all assets
remaining after payment of all debts of the Corporation, including advances and loans of
members of the Corporation, and, if so authorized by the Board of Directors, distribution
to members of the Corporation of such amounts as may be authorized by the Act, shall be
dedicated by the Board of Directors to an appropriate public agency to be used for
purposes similar to those for which this Corporation was organized. In the event such
dedication is refused acceptance, such assets shall be transferred by the Board of
Directors to the State of Indiana or any instrumentality or subdivision thereof exclusively
for public purposes, or to any nonprofit corporation whose purposes are substantially the
same as those of the Corporation and which, at the time of transfer, is exempt from
Federal tax.a.tion under Sections 501 (c)(3), 501(c)(4) or 528 of the Code or the
corresponding provisions of any future United States Internal Revenue Law. Any such
assets not so dedicated or transferred by the Board of Directors shall be disposed of in
accordance with the Act. No member, director or officer of the Corporation, or any
private individual, shall be entitled to share in the distribution of any of the assets of the
Corporation on dissolution of the Corporation, except as otherwise provided in these
Articles or in the Act.
(d) Prohibited Activities.
(i) No part of the net earnings of the Corporation shall inure to the benefit
of any member, director or officer of the Corporation, or to any private individual;
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(ii) No substantial part of the activities of the Corporation shall be
devoted to attempting to influence legislation by propaganda or otherwise within
the meaning of the prospective provisions of the Code;
(iii) The Corporation shall not directly or indirectly participate in, or
intervene in (including the publishing or distributing of statements) any political
campaign on behalf of, or in opposition to, any candidate for public office;
(iv) Notwithstanding any other provision of these Articles, the
Corporation shall not conduct or carry on any activities not permitted to be
conducted or carried on by any organization exempt from Federal taxation under
Section 528 of the Code and Regulations issued pursuant thereto, as amended, or
the corresponding provisions of any future United States internal revenue law, if
the effect thereof is to subject the gross income of the Corporation to federal
income taxation at rates established for corporations engaged in business for
profit unless the purposes of the Corporation set forth in Section 2.01 of these
Articles cannot otherwise be achieved.
ARTICLE III
Period of Existence
Section 3.01 Period of Existence. The period during which the corporation shall
continue is perpetual.
ARTICLE IV
Registered Agent and Registered Office
Section 4.01 Registered Agent. The name and address of the Registered Agent in charge
of the Corporation's principal office is , c/o
,.;,<~,; ,
Section 4.02 Registered Office. The post office address of the registered office of the
Corporation is
ARTICLE V
Membership
Section 5.01. Classes of Membership. The Corporation shall have two (2) classes of
members of follows:
(a) Class A. Every Person, other than Declarant, who is an Owner shall be a
Class A member of the Corporation. Class A membership shall be appurtenant to and
may not be separated from the ownership of a Lot.
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(b) Class B. The Declarant shall be a Class B member. No other Person, except
a successor to substantially all of the interest of the Declarant in the Development Area,
shall hold a Class B membership in the Corporation.
Section 5.02. Voting Rights.
(a) Class A Members. Each Lot shall have appurtenant thereto one (I) vote
which may be cast by the Owners thereof who are present in Person or proxy pursuant to
the voting procedures established in the Bylaws.
(b) Class B Members. The Class B member, if present, in Person or by proxy,
shall be entitled to five (5) votes for each Lot owned by the Class B member.
(c) Casting of Votes. Members who are not natural persons shall designate by
written notice to the Secretary of the Corporation the name of an individual who is
authorized to exercise the right of such Member to vote. The name of such individual
shall be kept on the records of the Corporation and may be changed only by written
notice to the Secretary.
(d) Tabulation of Votes. In any matter upon which a vote of the Members is
required or allowed, the votes of Class A members and the Class B member shall be
totaled and considered as though there were a single class of membership.
Section 5.03. Termination of Membership.
(a) Class A Members. Membership in the Corporation shall lapse and terminate
when a Class A member ceases to be an Owner.
(b) Class B Member. The Class B member shall be the Declarant. The Declarant
shall be entitled to five (5) votes for each Lot owned. For purposes of this calculation, it
shall J)e~sumed that Declarant owns all Lots, which number shall be reduced as Lots are
conveyed by the Declarant to an Owner. The Class B membership shall cease and be
converted to Class A membership on the happening of anyone of the following events,
whichever occurs earlier (hereafter "Applicable Date"):
(i) December 31, 2020; or
(ii) When the total number of votes outstanding in the Class A
Membership is equal to the total number of votes outstanding in the Class
B Membership; or
(iii) when the Declarant executes and records, with the Recorder's
Office, a written instrument by which the Declarant terminates the Class B
membership.
Section 5.04. Suspension of Membership Rights. No Class A or Class B member may
be expelled from membership in the Corporation for any reason. The Board of Directors shall
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have the right to suspend the voting rights of a Class A member for a period during which any
assessment or charge owed by the Member remains unpaid in excess of thirty (30) days.
Section 5.05. Meetings of Members. All meetings of the Members shall be held at such
place within the State of Indiana as may be designated by the Board of Directors pursuant to the
provisions of the Bylaws. Notice of meetings need not be given to Associate Members if notice
thereof is given to the Members appointing such Associate Members.
Section 5.06. No Preferences. etc. There shall be no other preferences, limitations, or
restrictions with respect to the relative rights of the Members.
ARTICLE VI
Directors
Section 6.01. Number of Directors. The initial Board of Directors of the Corporation
shall consist of no fewer than three (3) Members nor more than five (5) members. The number
of Directors of the Corporation shall be specified from time to time in the Bylaws, but the
minimum number shall be three (3) and the maximum number shall be five (5).
Section 6.02. Names and Post Office Addresses. The names and post office addresses of
the initial members of the Board of Directors are as follows:
ARTICLE VII
Incorporator
Section 7.01. Name and Address of Incorporator. The name and post office address of
the incorporator is
ARTICLE VIII
Statement with Respect to Property
Section 8.01. Property of COlporation. The Corporation, upon its incorporation, has no
property of value.
ARTICLE IX
Provision for Regulation and Conduct
of the Affairs of the Corporation
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Section 9.01. Management of Corporation. The affairs of the Corporation shall be
managed by the Board of Directors.
Section 9.02. Code of Bylaws. The Board of Directors of the Corporation shall have the
power, without the assent of the Members, to make, alter, amend, or repeal the Bylaws.
Section 9.03. Officers. The officers of the Corporation shall consist of a President, one
or more Vice Presidents, a Secretary, a Treasurer, and such other officers as may be prescribed
by the Bylaws or prescribed by resolution of the Board of Directors in the manner specified in
the Bylaws. The offices of President and Secretary shall not be occupied by the same Person.
Section 9.04. Initial Board. The Initial Board of Directors, named in Section 6.02
hereof, shall serve as the Board of Directors of the Corporation until the Applicable Date and, in
the event of any vacancy or vacancies occurring in the Initial Board for any reason or cause
whatsoever prior to the Applicable Date, every such vacancy shall be filled by an individual
appointed by Declarant. Any such individual appointed by Declarant shall thereafter be deemed
a member of the Initial Board. If the Initial Board of Directors named in Section 6.02 hereof
consists of fewer members than the maximum number of members specified hereunder then, at
any time prior to the Applicable Date, the Declarant may, in its sole discretion, appoint an
additional member, or additional members, so long as the number of members comprising the
Board of Directors is always less than or equal to the maximum number of members permitted
hereunder. Any additional members appointed by the Declarant shall thereafter be deemed to be
a member of the Initial Board of Directors.
Section 9.05. Term of Office of Directors and Officers. Each officer and director shall
hold his office for the term specified in the Bylaws, but no term shall end until a successor is
elected and qualified for the office to be vacated.
Section 9.06. Removal of Member of the Board of Directors. Prior to the Applicable
Date, any Director may be removed by the Declarant, with or without cause. After the
Applicable Date, Directors may be removed by members of the Association, with or without
q~us.e" if the number of votes cast to remove would be sufficient to elect the Directors at a,
meeting to elect Directors. After the Applicable Date, a Director or Directors may be so
removed by the Members only at a meeting called for the purpose of removing the Director(s).
Any such meeting must state that the purpose of the meeting isJor voting upon the removal of
Director(s). In such case, the removed Director(s) successor(s) shall be elected at the same
meeting to serve for the remainder ofthe term(s) of the removed Director(s).
Section 9.07. Amendment of Articles of IncOIporation. The Corporation reserves the
right to amend, alter, change or repeal any provisions contained in the Articles or any
amendment hereto, in any manner now or hereafter prescribed or permitted by the Act or any
amendment thereto; provided, however, that any such amendment shall require a two-thirds (2/3)
vote of the Lot Owners. Provided, further, that such power of amendment does not authorize any
amendment that would permit any part of the net earnings of the Corporation to inure to the
benefit of any private individual, that would modify the provisions of Section 2.04 if such
modification would have the effect of disqualifying this Corporation as an organization exempt.
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from Federal income taxation under the provisions of Section 528 of the Code, as amended, or
such equivalent provision as may hereafter exist from time to time, or that would be in conflict
with the provisions of the Declaration or any Supplemental Declaration.
Section 9.08. Non-Liability. No member or Director of the Association shall be liable
for any of the Association's obligations.
Section 9.09. Consent Resolutions. Any action required or permitted to be taken at any
meeting of the members or of the Board of Directors may be taken without a meeting if, prior to
such action a written consent to such action is signed by all members or all Directors, as the case
may be, and such written consent is filed with the minutes of the proceedings of the members or
of the Board.
Section 9.10. Liability to the Corporation. No person shall be liable to the Corporation
for any loss or damage suffered by the Corporation on account of any action taken or omitted to
be taken by such person in good faith as a Director, officer, employee or agent of the
Corporation if such person (i) exercised or used the same degree of care as an ordinary prudent
person in a like position would use under similar circumstances; or (ii) took or omitted to take
such action in reliance upon information, opinions, reports or statements, including financial
statements and other financial data, in each case, prepared or presented by any officer, employee
or committee of the Board of Directors of the Corporation, or legal counsel, public accountants
or other professional persons engaged by the Corporation, but such person shall not be
considered to be acting in good faith if such person has actual knowledge concerning the matter
in questions that would cause such reliance to be unwarranted; or (iii) has not breached or failed
to perform the duties of their position or office in compliance with the Act, Articles of the
Corporation and Bylaws of the Corporation in a manner constituting willful misconduct or
recklessness.
Section 9.11. Indemnification. The Corporation shall indemnify any Director or officer
or former Director or officer of the Corporation, or any person who may have served at its
request as a director or officer of another corporation, against expenses (including attorney's
fe~s), judgment, fines, and amounts paid in settlement actually and reasonably incurred, by the
person in connection with the defense of any action, suit, or proceeding, whether civil,
administrative, or investigative, in which he was, is made, or is threatened to be made a party by
reason of being or having been a Director or officer or former Director or officer of the
Corporation, or serving or having served at its request as a director or officer of another
corporation, except in relation to matters as to which the person's acts or omissions are adjudged
in the action, suit, or proceeding to be a breach of the person's duty to the Corporation. Such
duty to the Corporation shall be to discharge the duties of the office in a manner that does not
constitute willful misconduct or recklessness in the exercise of good faith and reasonable belief
that the action or actions were in or not opposed to the best interest of the Corporation. The
termination of any action, suit, or proceeding by adverse judgment, order, or settlement (whether
with or without court approval) shall not, alone, create a presumption that the Director or officer
or former Director or officer of the Corporation, or any person who may have served at its
request as a director or officer of another corporation, did not properly discharge his duty to the
Corporation. If several claims, issues, or matters are involved, a Director or officer or former
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Director or officer of the Corporation, or any person who may have served at its request as a
director or officer of another corporation, may be entitled to indemnification concerning some
matters even though indemnification mayor can not be given concerning other matters. Any
Director or officer serving. in any capacity for another corporation, who were it not for the
influence or vote of the Corporation would not be so serving, shall be deemed to be serving at
the request of the Corporation. In addition:
(a) To the extent that an individual has been successful on the merits or otherwise
in the defense of any action, suit, or proceeding referred to in this Section 9.11, or in the
defense of any claim, issue or matter therein, the individual shall be indemnified against
expenses (including attorney's fees) actually and reasonably incurred in connection
therewith.
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(b) Any indemnification, against underlying liability, provided for in this Section
9.11 (unless ordered by a court) shall be made by the Corporation only as authorized in
the specific case upon a determinatiorithat indemnification of any Director or officer or
former Director or officer of the Corporation, or any person who may have served at its
request as a director or officer of another corporation, is proper in the circumstances
because the person has met the applicable standard of conduct set forth in Section 9.10.
Such determination shall be made (a) by the Board of Directors by a majority vote of a
quorum consisting of directors not at the time parties to the proceeding; (b) if such an
independent quorum is not obtainable, by majority vote of a committee duly designated
by the full Board of Directors (in which designation directors who are parties may
participate), consisting solely of two (2) or more directors not at the time parties to the
proceeding; ( c) by special legal counsel (1) selected by the independent quorum of the
Board of Directors (or the independent committee thereof if no such quorum can be
obtained), or (2) if no such independent quorum or committee thereof can be obtained,
selected by majority vote of the full Board of Directors (in which selected directors who
are parties may participate); or (d) by the Members, who are not directors who are at the
time parties to the proceeding. Notwithstanding the foregoing, any Director or officer or
former Director or officer of the Corporation, or any person who may have served at its
request as a director or officer of another corporation, shall be able to contesVany
determination that he or she has not met the applicable standard of conduct, by
petitioning a court of appropriate jurisdiction.
(c) Expenses incurred in defending any action, suit, or proceeding, whether civil,
administrative, or investigative, may be paid by the Corporation in advance of the final
disposition of such action, suit, or proceeding upon receipt of a written undertaking by or
on behalf of any Director or officer or former Director or officer of the Corporation, or
any person who may have served at its request as a director or officer of another
corporation, to repay the amount paid by the Corporation if it shall ultimately be
determined that he or she is not entitled to indemnification as provided in the Articles of
Incorporation. No advance shall be given if the Corporation has completed the
determination of conduct procedure as provided for in Section 9.11(b) and it is
determined that the individual will be precluded from indemnification.
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(d) The indemnification provided by this Section 9.11 shall not be deemed
exclusive of any other rights to which those seeking indemnification may be entitled
under any Bylaws, agreement, vote of members or disinterested Directors, as a matter of
law, or otherwise, both as to actions in the officer's or director's official capacity and as
to actions in another capacity while holding such office, and shall continue as to a person
who has ceased to be a director or officer and shall inure to the benefit of the heirs,
executors and administrators of such a person.
( e) The indemnification and advancement of expenses provided by, or granted
pursuant to the Articles of Incorporation shall vest at the time of occurrence or
performance of any event, act or omission giving rise to any action, suit or proceeding of
the nature referred to in these Articles and, once vested, shall not later be impaired as a
result of any amendment, repeal, alteration or other modification of any or all of these
proVIsIOns.
Section 9.12. Conflicting Provisions. Any further provisions consistent with the Articles
of Incorporation and the laws of this state, for the regulation and conduct of the affairs of the
Corporation, and creating, defining, limiting or regulating the powers of this Corporation, of the
Directors or of the members, may from time to time be prescribed by the Bylaws of the
Corporation. If there is any conflict between these Articles and the Declaration, the Declaration
shall control. If there is any conflict between the Bylaws and the Declaration, the Declaration
shall control. If there is any conflict between these Articles and the Bylaws, these Articles shall
control.
ARTICLE X
Distribution of Assets on
Dissolution or Final Liquidation
The Corporation may be dissolved with the assent given in writing and signed by not less
than two-thirds (2/3) of each class of members. Upon dissolution or liquidation of the
Corporation, other than incident to a merger or consolidation, the assets of the CorpOl:ation shall
be dedicated to an appropriate public agency to be used for purposes similar to those for which
this Corporation was created. In the event that such dedication is refused acceptance, such assets
shall be granted, conveyed and assigned to any non-profit corporation, Corporation, trust or other
organization to be devoted to such similar purposes.
ARTICLE XI
Dermitions
Section 11.01. Terms. The following terms, as used in these Articles, and in the Bylaws,
unless the context clearly requires otherwise, shall mean the following:
(a) "Act" means The Indiana General Nonprofit Corporation Act of 1991, as
amended from time to time.
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(b) "Applicable Date" means the date the Class B membership terminates as
specified in Section 5.03(b) of these Articles.
(c) "Articles" means the Articles of Incorporation of the Corporation, as amended
from time to time.
(d) "Assessment" means all sums lawfully assessed against the Members by the
Corporation or as declared by the Declaration, any Supplementary Declaration, the
Articles or the Bylaws.
(e) "Board of Directors" means the governing body of the Corporation.
(f) "Bylaws" means the Code of Bylaws of the Corporation, as amended from
time to time.
(g) "Corporation" means the
Indiana nonprofit corporation.
Homeowners Association, Inc., an
(h) "Declaration" means the Declaration of Covenants, Conditions and
Restrictions of which was recorded in the Office of the Recorder of Hamilton
County.
(i) "Development Area" means the "Property" as that term is defined in the
Declaration.
(j) "Declarant" means , an Indiana , its
successors and assigns to its interest in the Development Area other than Owners
purchasing Lots or Residences by deed from Declarant (unless the conveyance indicates
an intent that the grantee assume the rights and obligations of Declarant).
(k) "Initial Board" means those individuals appointed by Declarant as Directors
pursuant to the power granted to Declarant in Section 9.04 of these Articles.
(1) "Lot" means a platted lot as shown on a Plat.
(m) "Member" means a Class A or Class B member of the Corporation and
"Members" means Class A and Class B members of the Corporation.
(n) "Operating Expenses" means expenses of administration of the Corporation
and expenses for the upkeep, maintenance, repair and replacement of the Common Area
and other Property.
(0) "Owner" means a Person, including Declarant, who at the time has or is
acquiring any interest in a Lot except a Person who has or is acquiring such an interest
merely as security for the performance of an obligation.
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(P) "Person" means an individual, firm, corporation, partnership, limited liability
company, association, joint venture, trust or other legal entity, or any combination
thereof.
(q) "Plat" means a plat of a part or all of the Development Area recorded in the
Office of the Recorder of Hamilton County, Indiana.
(r) "Residence" means any structure intended exclusively for occupancy by a
single family together with all appurtenances thereto, including private garage and
outbuildings and recreational facilities usual and incidental to the use of a single family
residential lot.
(s) "Supplemental Declaration" means any supplemental declaration of
covenants, conditions or restrictions that may be recorded after the Declaration.
Section 11.02. Other Terms. Any capitalized word used herein or in the Bylaws and not
otherwise defined above in Section 11.01 shall, unless the context required otherwise, have the
meaning set forth in Article II of the Declaration.
The undersigned, being the sole Incorporator designated in Article 7, does hereby adopt
these Articles of Incorporation, representing by his execution hereof to the Secretary of State of
the State of Indiana and all persons whom it may concern that a membership list of the
Corporation for which a Certificate of Incorporation is hereby applied for has heretofore been
opened in accordance with the Act and that at least one (1) person has signed such membership
list.
IN WITNESS WHEREOF, the undersigned executes these Articles of Incorporation and
verifies, subject to penalties of peIjury, that the facts contained herein are true, to the best of his
knowledge, information and belief, this day of ,2005.
I,,'
Prepared by: Charles D. Frankenberger, Nelson & Frankenberger, 3105 East 98th Street,
Suite 170, Indianapolis, Indiana 46280, (317) 844-0106.
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HOMEOWNERS ASSOCIATION, INC.
WRITTEN CONSENT OF DIRECTORS
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The undersigned, being all the Directors of the HOMEOWNERS
ASSOCIATION, INC., a corporation organized under the laws of the State of Indiana (herein
called "Corporation"), hereby consent to the following action being taken by the Corporation
without a meeting of the Board of Directors of the Corporation as permitted by the Indiana
Nonprofit Corporation Act of 1991, as amended.
ADOPTION OF BYLAWS
RESOLVED, that the Bylaws submitted to the Board of Directors are hereby adopted as
the Bylaws of the Corporation.
ELECTION OF OFFICERS
RESOLVED, that the following named persons be elected to the offices set forth opposite
their respective names, to serve until the first annual meeting of the Board of Directors or until
their successors are elected and qualified:
Names
Office
President
Secretaryrrreasurer
Vice President
DESIGNATION OF DEPOSITORY
RESOLVED, that the Treasurer be and it hereby is authorized to designate a depository
in which the funds of this Corporation may be deposited by its officers, agents and employees.
FURTHER RESOLVED, that the Secretaryrrreasurer of the Corporation furnish to said
Bank a certified copy of resolutions or a form of resolution or resolutions as herein authorized
and satisfactory to such Bank as its authority in the premises.
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INSURANCE AND BONDS
RESOLVED, that the officers of the Corporation are authorized to procure any necessary
liability insurance for and on behalf of the Corporation and also procure bonding, letters of
credit, and any and all other similar items in order to establish and maintain the financial
responsibility of the Corporation from time to time as the officers see fit.
PAYMENT OF ORGANIZATIONAL EXPENSES
RESOLVED, that the officers of the Corporation are authorized and directed to pay all
organizational expenses of the Corporation out of the funds of the Corporation.
PRIOR ACTIONS
RESOLVED, that the Corporation ratify, affirm and adopt as its own, any and all actions
taken on its behalf by or at the direction of any of the incorporators, directors and officers,
including but not limited to, all contracts signed by any of the directors and officers in the
Corporation's name. '
EXECUTED this
day of
,2005.
Director
Director
Director
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BYLAWS
OF
HOMEOWNERS ASSOCIATION, INC.
ARTICLE I
GENERAL
Section 1. The name of the corporation is the
ASSOCIATION, INC. (hereinafter referred to as the "Association").
HOMEOWNERS
Section 2. The principal office of the Association shall be located at
, , until and unless changed in accordance
with law by the Board of Directors.
Section 3. The fiscal year of the Association shall begin on the first day of January and
end on the 31st day of December of every year, except that the first fiscal year shall begin on the
date of incorporation.
ARTICLE II
DEFINITIONS
Section 1. "Declarant" shall mean , and any successors and
assigns of it whom it designates in one or more written recorded instruments to have the rights of
Developer under the Declaration, including, without limitation, any mortgagee acquiring title to
any portion of the Property (as such term is defined in the Declaration) pursuant to the exercise
of rights under, or foreclosure of, a mortgage executed by Developer.
Section 2. "Declaration" shall mean and refer to the Declaration of Covenants,
Conditions and Restrictions of which was recorded in the Office of the Recorder
of Hamilton County.
Section 3. "Association" shall mean and refer to this corporation, which is also referred
to as the "Association" in the Declaration and the "Corporation" in the Articles ofIncorporation
of this Association.
Section 4. "Applicable Date" shall mean and refer to the date the Class B membership
terminates as specified in Section 5.03(b) of the Articles of Incorporation of this Association.
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Section 5. All of the terms as defined and used in the Declaration shall have the same
meanings in these Bylaws and reference is specifically made to Article I of the Declaration
containing definitions of terms.
ARTICLE ill
MEMBERSHIP AND VOTING RIGHTS
Section 1. Membership. Transfer. Voting Ri~ts. Reference is hereby made to Article
IX of the Declaration and Article V of the Articles of Incorporation which sets forth terms,
provisions and conditions governing and relating to membership in the Association, transfer of
membership and voting rights of classes of Members, all of which terms, provisions and
conditions are incorporated herein by reference.
Section 2. Quorum. The presence of Members or of proxies entitled to cast twenty five
percent (25%) of the total number of votes entitled to be cast (Class A and Class B votes
combined) shall constitute a quorum.
Section 3. Proxies. Votes may be cast in person or by proxy. Proxies must be filed with
the Secretary of the Association before the appointed time of each meeting of the Members of
the Association. Cumulative voting shall not be permitted.
Section 4. Maioritv Required. A majority of the votes of Members present (in person or
by proxy) at a meeting at which a quorum is present shall be sufficient for the transaction of all
business of the Association except on matters where a greater vote is required by the Declaration,
the Articles of Incorporation, the Bylaws or by statute.
Section 5. Meetings. Meetings of the Members of the Association shall be in accordance
with the following provisions:
A. Place. Meetings of the Members shall be held at such place in lH:a.rt!iIt()J1G.ollnty, ...
Indiana, as may be designated by the Board of Directors of the Association.
B. Annual Meetings. The first annual meeting of the Members shall be at any time
determined by the Board of Directors. At such first annual meeting of the Members, the
Members may designate a regular day or date for successive annual meetings, which date
shall be not more than one (1) year after the close of each fiscal year of the Association.
If the Members fail to designate such a regular day or date, the Board of Directors may
continue to designate the day or date of the next annual meeting until such a designation
is made by the Members. If any designated day or date falls' upon a legal holiday, the
actual date of the meeting shall be the next business day succeeding such designated day
or date.
C. Special Meetings. Special meetings of the Members shall be called by the President
of the Association, by resolution of the Board of Directors of the Association or upon a
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written petition signed by Members of the Association who are entitled to vote ten
percent (10%) of all votes of the membership. Notice of any special meeting shall state
the time and place of such meeting and the purpose thereof. No business shall be
transacted at a special meeting except as stated in the notice.
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D. Notice of Meetings. Written notice of any meeting called for the purpose of taking
any action authorized under this Article shall be sent to all members not less than
fourteen (14) days in advance of the meeting.
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E. Order of Business. The order of business at all meetings of the members shall, to the
extent applicable, be as follows:
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1. Roll call.
2. Proof of notice of meeting or waiver of notice.
3. Reading of minutes of preceding meeting.
4. Reports of officers.
5. Reports of committees.
6. Election of directors.
7. Unfinished business.
8. New business.
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F. Votinl! bv Co-Owners and Entities. The vote appurtenant to any Lot in which more
than one person owns an interest may be exercised by any of such persons present at any
meeting, unless the Association is advised (by objection or protest at the meeting or
written notice prior thereto) by any other person owning an interest in such Lot that the
Owners of the Lot are unable to agree upon the manner in which the vote appurtenant to
such Lot shall be cast at such meeting or on any particular question to come before such
meeting. In such event, the vote appurtenant to the Lot shall not be counted at the
meeting or on the particular question noted, as the case may be. In the event any Lot is
owned by a corporation, then the vote appurtenant to such Lot shall be cast by a person
designated in a certificate signed by the president or any vice president of such
corporation and attested by the secretary or an assistant secretary of such corporation and
filed with the Secretary of the Association prior to the meeting. The vote appurtenant to
any Lot owned by a trust or partnership may be exercised by any trustee or partner
thereof, as the case may be, and unless any objection or protest by any other such trustee
or partner is noted at such meeting or in writing prior thereto, the Chairman of such
meeting shall have no duty to inquire as to the authority of the person casting such vote
or votes.
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G. Suspension of Votinl! Rights. No Class A Member:shown on the books or
management accounts of the Association to be more than sixty (60) days delinquent in
any payment due to the Association shall be eligible to vote, either in person or by proxy,
or to be elected to the Board of Directors.
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ARTICLE IV
NOMINATION AND ELECTION OF DIRECTORS
Section 1. Nomination. The Initial Board of Directors, named in Section 6.02 of the
Articles of Incorporation of this Association, shall serve as the Board of Directors of the
Corporation until the Applicable Date and, in the event of any vacancy or vacancies occurring in
the Initial Board for any reason or cause whatsoever prior to the Applicable Date, every such
vacancy shall be filled by an individual appointed by Declarant. Any such individual appointed
by Declarant shall thereafter be deemed a member of the Initial Board. After the Applicable
Date, nomination for election to the Board of Directors shall be made by a Nominating
Committee. Nominations may also be made from the floor at the annual meeting of the members
of the Association. Such nominations may be made only from among Members of the
Association, or persons deemed to be Members eligible to serve as directors thereof or otherwise
eligible to serve on the Board of Directors in accordance with the Declaration and the Articles of
Incorporation of the Association.
Section 2. Election.' After the Applicable Date, election to the Board of Directors shall
be by secret written ballot at the annual meeting of the Members of the Association. At such
election the Members or their proxies may cast, in respect to each vacancy,. as many votes as
they are entitled to exercise under the provisions of the Declaration. The persons receiving the
largest number of votes shall be elected. Cumulative voting is not permitted.
ARTICLE V
BOARD OF DIRECTORS
Section 1. Number and Qualification. Until the Applicable Date, the affairs of the
Association shall be governed by the Initial Board of Directors and shall consist of not fewer
than three (3) members nor more than five (5) members. After the Applicable Date, the Board of
Directors shall consist of five (5) members. After the Applicable Date, the Board of Directors
shall consist of five (5) members.
Section 2. Additional Qualifications. Where an Owner consists of more than one person,
or is a partnership, corporation, trust or other legal entity, then one of the persons constituting the
multiple Owner or partner, officer or trustee, as the case may be, of the partnership, corporation,
trust or other entity, Owner shall be eligible to serve on the Board of Directors of the
Association, except that no Lot may be represented on the Board of Directors by more than one
person at a time.
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Section 3. Initial Board of Directors. The initial Board of Directors named in the
Articles of Incorporation (the "Initial Board") shall maintain, manage and administer the affairs
and the property of the Association until the Applicable Date.
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Section 4. Tenn of Office Generally. Such Directors shall hold office until the next
annual meeting of Members, or until their successors are elected, or until they are removed or
resign.
Section 5. Duties. The Board of Directors shall have the following duties:
A. To cause to be kept a complete record of all its acts and corporate affairs and to
present a statement thereof to the members at the annual meeting of the members, or at
any special meeting when such statement is requested in writing by members holding
twenty-five percent (25%) of the total votes of the membership entitled to vote;
B. To supervise all officers, agents and employees of the Association;
C. To establish the annual assessment period and fix the amount of the annual
assessment against each member for each Lot owned, all in accordance with the terms of
the Declaration and these Bylaws;
D. To fix the amount of any special assessment against each member for each Lot
owned, all in accordance with the terms of the Declaration and these Bylaws;
E. To send written notice of each assessment to each Owner in accordance with the
Declaration;
F. To foreclose the Association's lien for assessments against any property for which
assessments are not paid within thirty (30) days after the due date thereof or to bring an
action at law against the Owner or other person personally obligated to pay the same;
G. To issue, or to cause an appropriate officer to issue, upon demand by any person or
entity, a certificate setting forth whether or not any assessment has been paid;
H. To procure and maintain the insurance coverages required by the Declaration and
such other insurance coverages as the Board of Directors, in its sole discretion, deems
necessary or advisable;
I. To cause all officers or employees having fiscal responsibilities to be bonded, as it
may deem appropriate, and at least as required by the Declaration; and,
J. To cause all of the Common Areas and all easements hereunder, including but not
limited to Lake Easements, Landscape Easements, Drainage Easements, and Utility
Easements to be maintained to the extent to the Association's responsibilities therefor as
provided in the Declaration.
Section 6. Vacancies. Until the Applicable Date any vacancy in the Board of Directors
shall be filled by the Declarant. Thereafter, any vacancy in the Board of Directors shall be filled
by vote of the majority of remaining Directors, even though they may constitute less than a
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quorum. Each person so elected shall be a director for the unexpired term of his predecessor, or
until his successor is elected.
Section 7. ComDensation. No Director shall receive compensation for any service he
may render to the Association as such director. However, any Director may be reimbursed for
his actual expenses incurred in the performance of his duties, and any Director may be paid and
compensated for services to the Association in a capacity other than as a director.
Section 8. Removal of Directors. Prior to the Applicable Date, the Declarant may
remove Director(s), with or without cause. After the Applicable Date, Directors may be
removed by members of the Association, with or without cause, if the number of votes cast to
remove would be sufficient to elect the Directors at a meeting to elect Directors. After the
Applicable Date, a Director or Directors may be so removed by the Members only at a meeting
called for the purpose of removing the Director(s). Any such meeting must state that the purpose
of the meeting is for voting upon the removal of Director(s). In such case, the removed
Director(s) successor(s) shall be elected at the same meeting to serve for the remainder of the
term(s) of the removed Director(s).
Section 9. Regular Meetings. Regular meetings of the Board of Directors shall be held at
such regular intervals, without notice, at such place and hour as may be determined from time to
time by resolution of the Board of Directors. Should said meeting fall upon a legal holiday, then
that meeting shall be held at the same time on the next day which is not a legal holiday.
Section 10. Special Meetings. Special meetings of the Board of Directors may be called
by the President on three (3) days notice to each Director, given personally, by mail, telephone or
telegraph, which notice shall state the time, place and purpose of the meeting. Special meetings
of the Board of Directors shall be called by the President or Secretary in like manner and on like
notice on the written request of at least two-thirds (b) of the directors.
Section 11. Wavier of Notice. Before or at any meeting of the Board of Directors, any
Director may, in writing, waive notice of such meeting and such waiver shall be deemed
equivalent of the giving of such notice. Attendance by a Director at any meeting of the Board of
Directors shall be deemed a waiver of notice by him of the time and place thereof. If all the
directors are present at any meeting of the board, no notice shall be required and any business
may be transacted at such meeting.
Section 12. Quorum. At all meetings of the Board of Directors, a majority of the
Directors shall constitute a quorum for the transaction of business, and the acts of the majority of
the Directors present at a meeting at which quorum is present shall be the acts of the Board of
Directors except as otherwise provided in or, "required by the Declaration, Articles of
Incorporation, these Bylaws or statute. If, at any meeting of the Board of Directors, there shall
be less than a quorum present. the majority of those present may adjourn the meeting from time
to time. At any such adjourned meeting, any business which might have been transacted at the
meeting as originally called may be transacted without further notice.
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Section 13. Action Taken Without a Meeting. The Directors shall have the right to take
any action in the absence of a meeting which they could take at a meeting by obtaining the
written approval of all the directors. Any action so approved shall have the same effect as
though taken at a meeting of the directors.
ARTICLE VI
OFFICERS AND THEIR DUTIES
Section 1. Enumeration of Offices. The officers of the Association shall be a President,
a Vice-President, a Secretary, and a Treasurer, all of whom shall be members of the Board of
Directors, and such other officers as the Board of Directors may from time to time by resolution
create.
Section 2. Election of Officers. The election of officers shall take place at the first
meeting of the Board of Directors following each annual meeting of the members of the
Association.
Section 3. Tenn. The officers of the Association shall be elected annually by the Board
of Directors and each shall hold office for one (1) year or until his successor is elected and
qualified unless he shall sooner resign, be removed or otherwise disqualified to serve.
Section 4. Special Appointments. The Board of Directors may elect such other officers
as the affairs of the Association may require, each of whom shall hold office for such period,
have such authority, and perfonn such duties as the Board of Directors may, from time to time,
detennine.
Section 5. Resignation and Removal. Any officer may be removed from office with or
without cause by the Board of Directors. Any officer may resign at any time by giving written
notice to the Board of Directors, the President or Secretary. Such resignation shall take effect on
the date of receipt of such notice or at any time specified therein, and, unless otherwise specified
therein, the acceptance of such resignation shall not be necessary to make it effective.
Section 6. Vacancies. A vacancy in any office may be filled by appointment by the
Board of Directors. The officer appointed to such vacancy shall serve for the remainder of the
tenn of the officer he replaces.
Section 7. Multiple Offices. The offices of Secretary and Treasurer may be held by the
same person. No person shall simultaneously hold more than one of any of the other offices
except in the case of special offices created pursuantto,8ection 4 of this Article.
Section 8. Duties. The duties of the officers are as follows:
A. President. The President shall preside at all meetings of the Board of
Directors. He shall see that orders and resolutions of the Board are carried out. He shall
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have the power to appoint committees from among the members of the Association from
time to time as he may in his discretion deem appropriate to assist in conducting the
affairs of the Association. The President shall have and discharge all the general powers
and duties usually vested in the office of the president or chief executive officer of an
association or a stock corporation organized under the laws of the State of Indiana.
B. Vice-President. The Vice-President shall act in the place and stead of the
President in the event of his absence, inability or refusal to act, and shall exercise and
discharge such other duties as may be required by him by the Board of Directors or as are
delegated to him by the President.
C. Secretary. The Secretary shall record the votes and keep the minutes of all
meetings and proceedings of the Board of Directors and of the members; keep the
corporate seal of the Association (if any is adopted) and affix it on all papers requiring
said seal; serve notice of meetings of the Board of Directors and of the members; keep
appropriate current records showing the members of the Association, together with their
addresses, and shall perfonn such other duties as required by the Board of Directors.
D. Treasurer. The Treasurer shall receive and deposit in appropriate bank
accounts all monies of the Association and shall disburse such funds as directed by
resolution of the Board of Directors; shall sign all checks and promissory notes of the
Association; keep proper books of account; and shall prepare an annual budget and a
statement of income and expenditures to be presented to the membership at its regular
annual meeting, and deliver a copy of each to the members.
ARTICLE VII
COMMITTEES
The Board of Directors shall appoint the committees provided for in the Declaration and
the Nominating Committee referred to in Article IV of these Bylaws. In addition, the Board of
Directors or the President may appoint various other committees to carry out the purposes of the
Association. Members of such committees may, but need not, be members of the Board of
Directors.
ARTICLE VIII
BOOKS OF ACCOUNT AND FISCAL YEAR
Section 1. Books of Account.~ The "Association shall keep detailed books of account
showing all expenditures and receipt of administration which shall specify the maintenance and
repair expenses of the Common Areas, private streets, and all easements and any other expenses
incurred by or on behalf of the Association and the members. Any holder, insurer or guarantor
of a first mortgage on a Lot shall be entitled upon written request to receive a statement for the
immediately preceding fiscal year free of charge to the requesting party and within a reasonable
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time of such request Current copies of the Declaration, the Articles of Incorporation, and the
Bylaws of the Association, and other rules concerning the Property, shall be available for
inspection by any Owner and lender, and to holders, insurers or guarantors of any first mortgage
at the principal office of the Association during normal business hours or under other reasonable
circumstances, where copies of the same may be purchased at reasonable costs.
Section 2. Fiscal Year. The fiscal year of the Association shall commence January 1,
and end the following December 31 each year; provided, however, that the fiscal year for
pwposes of assessments may be different than the general fiscal year of the Association.
ARTICLE IX
CONTRACTS. LOANS & CHECKS
Section 1. Authorization. The Board of Directors may authorize any officer or officers
or agent or agents of the Association to enter into any contract or execute any instrument on its
behalf. Such authorization may be general or confined to specific instances. Except as provided
in these Bylaws, no officer, agent or employee shall have any power to bind the Association or to
render it liable for any purpose or amount unless so authorized by the Board of Directors.
Section 2. Checks. All checks, drafts, or other orders for payment of money by the
Association shall be signed by the President, Secretary, Treasurer or such other person as the
Board of Directors may from time to time designate by resolution.
ARTICLE X
MISCELLANEOUS
Section 1. These Bylaws may be amended, at a regular or special meeting of the
Members of the Association, by a vote of a majority of a quorum of members present in person
or by proxy. In addition, the Board of Directors of the Association shall have the right and
power, without the consent of the Members, to make, alter, amend or repeal these Bylaws.
Section 2. In the case of any conflict between the Articles of Incorporation and these
Bylaws, the Articles of Incorporation shall control; and in the case of any conflict between the
Declaration and these Bylaws, the Declaration shall control.
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Preliminary
Drainage
Calculations
PROJECT:
EARLHAM VILLAGE - MASTERPLAN
Carmel, Indiana
PREPARED FOR:
EARLHAM COLLEGE
801 National Road West
Richmond, Indiana 47374
765-983-1211
DATE: 02-21-05
DESIGNER: The Schneider Corporation
JOB NUMBER: 5271.001
The Schneider Corporation
8901 Otis Avenue
Indianapolis, Indiana 46216-1037
317-826-7100
317-826-7300 Fax
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TABLE OF CONTENTS
A. Drainage Narrative
A 1-A3
B. Site Maps
2' GIS Contour map
Soils map
Flood Insurance Rate map
B1
B2
B3
C. Existing Conditions
Existing Drainage Basins map
Existing CN Value Table
CN Selection
Existing Time of Concentrations
Rainfall Depths
Routing Schematic
Maximum Storm Runoff Summary
Node Maximum Comparisons
Basin Summaries
ICPR Input Data
C1
C2-C3
C4-C5
C6-C7
C8-C 10
C11
C12-C13
C14-C15
C16-C17
C18-C41
O. Developed Conditions
Developed Drainage Basins map
Developed CN value table
CN Selection
Developed Time of Concentrations
Pond Routing Schematic
Node Maximum Comparisons
Basin Maximum Comparisons
Pipe Maximum Comparisons
Basin Summaries
ICPR Input Data
01
02
03-04
05-06
07
08-09
010-011
012-013
014-015
016-035
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DRAINAGE NARRATIVE
DESIGN CRITERIA
These drainage calculations are based on given data and design criteria as follows:
Residential site location:
Earlham Village is located in Clay Township in Hamilton County, Indiana, Sections
22,23, and 24, Township 18 North, Range 4 East. Specifically, the site is in Carmel,
Indiana, South of 146th Street, west of the White River.
Terrain and existing ground condition:
Drainage review for this site has been done by analyzing the USGS Quad Map, the
2' contour mapping from the GIS website and aerial photographs. A topographic
survey has not been performed to date. As such, the best available information was
used for this analysis. The ground generally flows from West to East I Southeast
towards the White River. One significant exception to that includes a low lying area
in the north central portion of the site that conveys stormwater overland to a culvert
underneath 146th Street. Stormwater is further conveyed off-site through the culvert
and continues north to a tributary of the Whiter River.
Currently the site has many different types of cover. The majority of the site is
straight row cropland, but the site also contains areas consisting of pasture,
farmsteads, woods, and brush.
Significant topographic relief exists across the site, where elevations range from 796
feet to 737 feet above Mean Sea Level (MSL). However, the site is generally
"terraced", meaning the western 80 acres lies well above the low lying areas
adjacent to the White River. These west 80 acres are clearly separated by a defined
ridge. The land is encumbered by three named legal drains all of which are buried
tiles. The Elizabeth Warner Drain is located at the base of the ridge separating the
west 80 acres on conveys stormwater south to Settlers Ridge at Haverstick
subdivision. The Paulsel Vance Drain originates on the property and flows north
draining the watershed leading north under 146th Street. The third legal drain, the
Tunis Gerard Drain, is a complicated network of field tiles spread in a "finger" system
to drain low lying areas in the center portion of the property. Due to the relative
flatness of the areas adjacent to the river and due to the parcel's current use,
existing private field drain tiles for farmland drainage should be anticipated as well.
According to the Flood Insurance Rate Map (FIRM), Community Panel 18057C
0235F, a large area in the southeastern portion of the property lies within a
designated Floodway of the White River. As one of the State of Indiana's larger
rivers, this zone has no real feasibility of developing. A very significant area,
approximately 189 acres, is encumbered by the floodway. Other areas on the
property are defined within Floodplain zones due to backwater of the White River.
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Again, for this site, approximately 123 acres is encumbered by the floodplain and
underlying soils/wetland problems and would most likely be unsuitable for
development.
Adjoining land conditions:
North:
South:
East:
West:
Existing Residential Houses and Existing Residential Subdivision
White River, School, and Existing Residential Subdivision.
White River
Existing Residential Subdivision and Existing Residential Houses
Soil types:
Soils maps from the United States Department of Agriculture, Soil Conservation
Service identify Sleeth, Fox, Ockley, Genesee, Ross, Miami, Orthents, Pits,
Hennepin, Houghton, Palms, and Westland soils on the subject site. Fox, Ockley,
Genesee, Ross, Miami, Orthents, Pits, and Hennepin are in Soil Group B while
Sleeth is in Soil Group C and Houghton, Palms, and Westland are in Soil Group D.
Overall Drainage Design:
In the pre-developed state, the site drains either to the White River or to several
depressions where the water pools and has no positive outlet. Many of these
depressions are existing wetlands and are eventually drained by field tiles or the
runoff seeps into the groundwater. One exception to this is a depression in the
southwest corner of the site that outlets to an existing pond in Settlers Ridge
Subdivision. The White River runs along all of. th~ east and part of the south
boundary of the site. It will drain the majority of the runoff from our site. There is an
existing box culvert, a 24" CMP, and field tile outlets that release into the White River
along the southern boundary of the site. There are several existing end sections
along the northern boundary of the site, some of which bring offsite water onsite, and
some of which drain watersheds into a storm sewer system along the south edge of
146th Street, which eventually dumps into the White River at the northeast corner of
our site. Also at the northeast corner of the site is a 30" RCP that drains a small
watershed to the White River.
The required detention for the developed state of Earlham Village will provide six
interconnected ponds and a constructed, mitigated wetland. The ponds range in site
from 0.89 acres to 6.12 acres. Pond 1 will outlet into Pond 2 and Pond 6 will outlet
into Pond 5, Pond 5 into Pond 4, and Pond 4 into Pond 3. Pond 2 and Pond 3 will
then outlet into the mitigated wetland which will then outlet through a series of pipes
and channels into the White River. The depression in the southwest corner of the
site will become a developed area and no longer will outlet into the Settlers Ridge
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pond. There will be several storm systems around the site that will directly
discharge into the existing wetlands. This will ensure that the wetlands' water supply
will not be cut off and the wetlands will retain their current state.
Per the drainage requirements, the post-developed release rate from a 100-year
storm must not exceed that of a 10-year pre-developed storm event. The release
rates must be checked to ensure that this criterion is met. By analyzing the
proposed watersheds during the 2, 12, and 24 hour storm durations, the Critical
Peak Runoff Rate comparison of the pre-developed and post-developed discharge
rates are as follows:
1. EARLHAM VILLAGE MASTERPLAN
100- YR Dev. vs. 10- YR Pre-dev.
Allowable Release Rates
146TH St. ES (10-YR Pre-dev.)
RR BH (10-YR Pre-dev.)
N7 (10-YR Pre-dev.)
N19 (10-YR Pre-dev.)
5.05 cfs
9.74 cfs
29.34 cfs
30.96 cfs
75.09 cfs
Developed Release Rates
POND 3 (100-YR Dev.)
POND 2 (100-YR Dev.)
45.81 cfs
18.81 cfs
64.62 cfs
The discharge rate criteria are met for the 100-yr Dev. vs. 10-yr Pre-dev.
comparison.
Overall Watershed:
White River
REFERENCES
Design and data methods are based on the following references:
1. HERPICC County Storm Drainage Manual
2. Hamilton County Soils Survey
3. ICPR Computer pond routing program
4. Hamilton County Drainage Requirements
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THE
SCHNEIDER
CORPORATION
HISTORIC FORT HARRISON
8901 Otis Avenue
Indianapolis, Indiana
46216-1037
317-826-7100
317-826-7300 RESIDENTIAL FAX
317-826-7200 OFFICE FAX
Engineering
Surveying
Landscape Architecture
GIS' LIS
Geology
SCALE: 1" - 1000'
EARLHAM VILLAGE TOPOGRAPHY MAP
J
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SITE
R: \5k\5271 \001 \droinoge\droinoge report.dwg
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HISTORIC FORT HARRISON
6901 Otis Avenue
Indianapolis. Indiana
46216-1037
317-626-7100
317-626-7300 RESIDENTIAL FAX
317-826-7200 OFFICE FAX
Engineering
Surveying
Landscape Architecture
GIS. LIS
Geology
THE
SCHNEIDER
CORPORATION
SCALE: 1" - 1000'
EARLHAM VILLAGE SOILS MAP
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-----I
tUAL FLOOD HAZARD AREAS INUNDATED
lOO-YEAR FLOOD
:>NE A
a: ONE AE
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a: ONE AH
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IL.ONE AO
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No base flood elevations determined.
Base flood elevations determined.
Flood depths of 1 to 3 feet (usually areas of
ponding); base flood elevations determined.
Flood depths of 1 to 3 feet (usually sheet
flow on sloping terrain); average depths
determined. For areas of alluvial fan flooding,
velocities also determined.
To be protected from 100-year flood by
Federal flood protection system under con-
struction; no base flood elevations deter-
mined.
Coastal flood with velocity hazard (wave
action); no base flood elevations determined.
Coastal flood with velocity hazard (wave
action); base flood elevations determined.
ODWAY AREAS IN ZONE AE
FLOOD AREAS
Areas of SOO-year flood; areas of 100-year
flood with average depths of less than 1 foot
or with drainage areas less than 1 square mile;
and areas protected by levees from 100-year
flood.
fHER AREAS
dONE X Areas determined to be outside SOO-year
floodplain.
\
I ~ 0 NE 0 Areas in which flood hazards are undeter-
fl ~. m;eed, but "",,;ble.
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ARDENNES
TIMBER LANE
DR
CORNERi CREEK
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Town of Fishers
180423
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NATIONAL FLOOD INSURANCE PROGRAM
," ': '006'
1
FIRM
FLOOD INSURANCE RATE MAP
HAMILTON COUNTY,
INDIANA
AND INCORPORATED AREAS
PANEL 235 OF 290
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(SEE MAP INDEX FOR PANELS NOT PRINTED)
rONTAINe;.
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HISTORIC FORT HARRISON
8901 Otis Avenue
Indianapolis. Indiana
48216-1037
317,826-7100
317-826-7300 RES1DE~ FAX
317~828-7200 OFFICE FAX
THE
SCHNEIDER
CORPORATION
SCALE: 1" - 1000'
Engineering
Surveying
Landscape Architecture
GIS . US
Geology
EARLHAM VILLAGE EXISTING DRAINAGE BASIN MAP
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Table 2~2b;""!"RuMff cl;frve .numbers 'for. cultlvatedagriculturallands1
Cov.el'description
Curve numbers for
hydrologic soil g'fOl,J(>'-
A B :C D
77 86 91 94
76 85 90 93
74 83 88 90
12 81 88 !n
67 78 85 89
71 'SO 87 90
64 79 82 85
70 '79 84 88
65 75 82 .86
69 ,78 as 87
64 74 81 85
.'66 74 .80 82
62 .71 78 '81
- 65 78: 79 81
fi1 70. '7'1: SO
:65 ':.~6; '84 88
'68 :1.6' 83 87
M',' ':'15'- .83 .86
$0 ".12. 80 '.84
68 74 82 85
;61 rS' .81 84
~2 73. 81 84-
60 72 80 B3
61 72 79 82
59 70 78 Bl
60 71 78 81
58 69 77 SO
66 17 85 89
58 72 81 85
64 75 8a 85
55 69 78 '88
63 '73 80 83
61 61 76 80
O'Govertype
. O"FallOW ..
D. Row crops
D
O.
D
'0 Small grain
D
:'0
o
[jOlose-seeded
or broadcast
legumes. or
ro.b!tion
o meadow
Treatment-'
Hydrologie
condition'
.Bar.esoU
Crop residue cover (CR)
Poor
GOod
Straight row(SR)
POOl'
Good
Poor
Good
P09r
GQ()d
Poor
Good
Poor'
Good
'POor
. Good
SR + 'CR
C<mtoured,(C)
C +CR
Contoured-& terracclHC&T)
C&T + CR
SR
.P~or
. Good
;P~r.
:Gob<1;
'P.oor
GOod
Poor.
Good
Poor
~
Poor
Good
SR.+ CR
c
.0 +CR-
C&T
.C&T + eR
sn
POOl'
Good
'POOl'
Good
Poor
~od
c
C&T
: ,".
'Q .,'. - .' . -. .
. ~AYerage 1:unoll'.;COfidit.i9n,~cfl~::-.~~..< _ '. .. ....
. .(?~-"I- '~I!i(Ji,t.'cqQ('f::"I.lP.l'~tl:,9I!Jy:ifl:~SilJq~.1.:!:;Qn ~l:.I~t;q~:.oe~~e sUl~ce:Ui*,ugh.Gl:lt,the. Y~lU\ _
. .U;lrolugic _CUil(litionl~~!ist->{I. onf<<lniQ4nJiW.lIi;~~ 'f~fitol$i~t .a1l'eCtljnfil~'1)ltiori'and: ntnj)fCi including,(al.density a~d canopy ohegebltive
'al~a..~. (b)amoWjt, .of.'Y~l'-round .C(ly~~ (o)~olJnt:uC ~.~rclose.seeded.II:g\\mej;..in ,ro~ons,(d) J)el~nt;of,rcsidue cover .on Ulell\lld'l!lW'
Ul' ceo (guod~'2O%)",a.lld.{e) .q~-lI(-tiJJJfll~~n~,
POOl: '.'lIotoi)l innimr :infil~Uol\. lInd:umd.,to'in~.l111)QfC.. n
. Good:. .'lICt'ors-ellcuUl~ cllVtlrage-aiul'bette., tlutn averolge infiltnllion and telld t.o-dccreaserunofT.
D
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(21()';Vl~Jt~,Sec()nd;.Ed;fJune, 1986)'
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Table 2.2c.-Runoff cun'e numben; for other agricultural lands' .
D
CUJ'\'e numbt>I'~ iVI'
h~'drologic $\.lil gt'\\UP-
A B C [)
68 ;9 So :,,~I
49 .69 7~t :--I
39 61 ':'-l :'\1
30 SS 71 ..
..
48 6i. - :--:;
, .
35 56 iO
430 48 65 -,.
..)
5; ;3 s', ~,i
~-
43 65 i6 :':!
32 58 -,) 7!1
,-
45 66 - S.'
, , . ,)
36 60 73 ';'~I
430 35 ';0 " .
59 74 8-2 ~;
Cover description
Cover type
Hydrologic
condition
o
Pasture. grassland, or range-continuous
forage for grazing,l
Poor
Fair
. Good
o
Meadow-eontinuous grass. protected from
grazing and I generally mowed for hay.
o
Brush-brush.weed-grass mi.~ure "ith brush
the nuUor element,~
Poor
Fair
Good
o
Woods-grass combination (orchard
or tree farm>.1
Poor
Fair
Good
o
WoOds.'
Poor
Fair
Good
D
Fannsteads-buBdings. lanes, driveways.
and surrounding lots,
o
'Avenge nmoff eondition. and I.. .0.28,
'1'011I-: < 3O'k ground co\'er ur hell\il~' gnazed \\'ith nu multh.
Ffli,,: 00 tu iit;f ground eo\'er and nut hea\il~' ~l
Ciood: > r~ ground co\'er and 1lghtl~' or unl~' OCClIlIionall~' grazed,
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# I'flm-:
Ffl;":
CiutKl :
<iiO':t ground co\'er,
50 tu iit;f JC1'Uund CU\'e",
> jot;; gruunct CU\'el',
o
.Ac:tual (.'\ll'\'t! numbt!r i~ le~ than 30: u.<t' C~ .. 30 fUI' runuff eomputatiun$,
1I(;:q'" "hu\\ n were (.'Umputl.'cl rUI' ureu." \\;th Wi wood.. unci 3QI", gt'll.~ IPll."tUI<e) eo\'l.'\', ()thel' (.'Umbinlltiun:l ur I:llnditiun,. nUl.\' ht, l:"I1:"u;", i
fl'Um tht! C~'" fur \\'IKK1.. Ilnd l)lUltul'e.
· "IKII': ~'I)\~t liul'l" somali t1W", and bl'U:'h are dt!llltru~'wl b~' hea\'~' ImIZinl!' UI' I't!JCUllll' buminl"
F"i,': Wood" 1lI't! jrl'HZwl but nUllJul1lt!d, and 100mi.' (ol'e:ttlittel' CO\'CN the lOOil.
(ifKH/: WotKlllllll~ pl'Utl.'Ctec1 f,'Um lCl'llZinjr. anrl Iinel' unci brush adequately co\'el' the lOOil,
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(210-VI.TR.55, Second Ed.. June ,1986)
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EXISTING BASINS
Project # 5271.001
2/14/2005
Onsite
Basin Soil Group % Cover Type Percent of CN Weighted
B C D & condition this cover B C 0 CN
EX1 100% 0% 0% Row Crops (Good- SR) 100% 78 85 89 78.0
EX2 100% 0% 0% Row Crops (Good- SR) 100% 78 85 89 78.0
EX3 97% 0% 3% Row Crops (Good- SR) 79% 78 85 89 78.3
EX3 100% 0% 0% Farmstead 8% 74 82 86 74.0
EX3 100% 0% 0% Pasture (Good) 13% 61 74 80 61.0
Final 75.7
EX4 100% 0% 0% Pasture (Good) 96% 61 74 80 61.0
EX4 100% 0% 0% Farmstead 4% 74 82 86 74.0
Final 61.5
EX5 100% 0% 0% Pasture (Good) 100% 61 74 80 61.0
EX6 100% 0% 0% Pasture (Good) 100% 61 74 80 61.0
EX7 87% 10% 3% Pasture (Good) 100% 61 74 80 62.9
EX8 69% 31% 0% Pasture (Good) 100% 61 74 80 65.0
EX9 93% 7% 0% Pasture (Good) 100% 61 74 80 61.9
EX10 36% 0% 64% Row Crops (Good- SR) 100% 78 85 89 85.0
EX11 31% 0% 69% Row Crops (Good- SR) 87% 78 85 89 85.6
EX11 91% 0% 9% Farmstead 13% 74 82 86 75.1
Final 84.2
EX12 15% 0% 85% Row Crops (Good- SR) 100% 78 85 89 87.4
EX13 44% 0% 56% Row Crops (Good- SR) 90% 78 85 89 84.2
EX13 100% 0% 0% Woods (Good) 10% 55 70 77 55.0
Final 81.2
EX14 87% 0% 13% Row Crops (Good- SR) 100% 78 85 89 79.4
EX15 74% 2% 24% Row Crops (Good- SR) 100% 78 85 89 80.8
EX16 55% 34% 10% Row Crops (Good- SR) 100% 78 85 89 80.7
EX17 45% 41% 14% Row Crops (Good- SR) 81% 78 85 89 82.4
EX17 100% 0% 0% Woods (Good) 19% 55 70 77 55.0
Final 77.2
EX18 25% 32% 43% Row Crops (Good- SR) 100% 78 85 89 85.0
EX19 47% 9% 45% Row Crops (Good- SR) 81% 78 85 89 84.4
EX19 90% 0% 10% Brush (Good) 19% 48 65 73 50.5
Final 77.9
EX20 60% 7% 33% Row Crops (Good- SR) 87% 78 85 89 82.1
EX20 81% 0% 19% Brush (Good) 12% 48 65 73 52.8
EX20 98% 2% 0% Woods (Good) 1% 55 70 77 55.3
Final 78.3
EX21 45% 17% 38% Row Crops (Good- SR) 100% 78 85 89 83.4
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Basin Soli Group % Cover Type Percent of CN Weighted
B C D & condition this cover B C D CN
EX22 1 00% 0% 0% Row Crops (Good- 5R) 100% 78 85 89 78.0
WRN2 100% 0% 0% Brush (Good) 100% 48 65 73 48.0
WRN3 100% 0% 0% Pasture (Good) 29% 61 74 80 61.0
WRN3 100% 0% 0% Brush (Good) 47% 48 65 73 48.0
WRN3 100% 0% 0"10 woods (Good) 24% 55 70 77 55.0
Final 53.5
WRN4 100% 0% 0% Pasture (Good) 24% 61 74 80 61.0
WRN4 100% 0% 0% Woods (Good) 76% 55 70 77 55.0
Final 56.4
RRBH 100% 0% 0% Pasture (Good) 50% 61 74 80 61.0
RRBH 100% 0% 0% Farmstead 50% 74 82 86 74.0
Final 67.5
EXISTING BASINS
Offsite
Project # 5271.001
2/15/2005
Basin Soli Group % Cover Type Percent of CN Weighted
B C D & condition this cover B C D CN
OFF-51 6% 94% 0% Impervious Area 75% 98 98 98 98.0
OFF-S1 5% 95% 0% Open 5pace - Good 25% 61 74 80 73.4
Final 91.8
OFF-52 100% 0% 0% Farmstead 70% 74 82 86 74.0
OFF-52 100% OVo 0"10 WOC)(lS (Good) 30% 55 70 77 55.0
Final 68.3
OFF-53 100% 0% 0% Farmstead 97% 74 82 86 74.0
OFF-53 100% 0% 0% Woods (Good) 3% 55 70 77 55.0
Final 73.4
OFF-54 87% 0% 13% Farmstead 63% 74 82 86 75.6
OFF-54 85% 0% 15% Res. 1/8 Ac. 29% 85 90 92 86.1
OFF-54 100% 0% 0% Row Crops (Good- 5R) 8% 78 85 89 78.0
Final 78.8
OFF-55 100% 0% 0% Open 5pace (Good) 100% 61 74 80 61.0
OFF-S6 19% 33% 48% Open Space (Good) 100% 61 74 80 74.4
r:=Jt=JCJr::::::Jr=Jr=Jr:=Jt=JEJr:=JCJI:=:JEJr:=JEJ
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Time of Concentration Worksheet PROJECT:
Based on TR-55 JOB #: 5271.001
Typical values for Manning's n 2 year, 24 hour rainfall = 2.92 inches
Overfand Flow Channel Flow minimum T _c = 5 minutes
Farmland 0.17 Grass 0.03
Dense Grass 0.24 Concrete 0.013
Woods-Ught 0.40 Rip-Rap 0.035
, , ,
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. . . 0.5 u 1.1 0 3.
EX 1 100 2.7 u 2.7 1 1
Total 43
EX2 187 0.5 0.17 33 0 0.0 0 0 2860 0.2 u 0.7 66 0 3.00 0 99
EX3 300 1.1 0.17 35 0 0.0 0 0 411 1.1 u 1.7 4 0 3.00 0 39
EX3 3405 0.2 u 0.7 79 79
Total 117
EX4 130 2.6 0.24 17 0 0.0 0 0 670 1.2 u 1.8 6 0 3.00 0 23
EX5 300 0.9 0.24 50 0 0.0 0 0 123 0.9 u 1.5 1 0 3.00 0 51
EX6 232 2.4 0.24 27 0 0.0 0 0 0 0 u 0.0 0 0 3.00 0 27
EX7 300 0.9 0.24 50 0 0.0 0 0 123 0.9 u 1.5 1 0 3.00 0 51
EX7 191 6.3 u 4.0 1 1
EX7 474 0.5 u 1.1 7 7
Total 59
EX8 187 4.3 0.24 18 0 0.0 0 0 0 0 u 0.0 0 0 3.00 0 18
EX9 193 1.1 0.24 32 107 10.3 0.24 8 0 0 u 0.0 0 0 3.00 0 40
EX 10 300 3.0 0.17 23 0 0.0 0 0 110 3 u 2.8 1 0 3.00 0 24
EX10 213 0.9 u 1.5 2 2
Total 26
EX 11 300 3.0 0.17 23 0 0.0 0 0 110 3 u 2.8 1 0 3.00 0 24
EX 11 319 0.6 u 1.2 4 4
Total 28
EX 12 248 3.1 0.17 20 0 0.0 0 0 165 2.4 u 2.5 1 0 3.00 0 21
EX 13 300 2.8 0.17 24 0 0.0 0 0 585 0.6 u 1.2 8 0 3.00 0 32
EX14 150 0.7 0.17 24 65 9.2 0.17 4 0 0 u 0.0 0 0 3.00 0 28
r:=Jr::=:Jr:=Jr:=Jr=::Jr=::JEJr=:J'-=lr.:=Jt=Jr=:J
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1:)\.1t1 930 0.0 U 1.1 14 14
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EX16 300 1.4 0.17 31 0 0.0 0 0 100 1.4 U 1.9 1 0 3.00 0 32
!
EX 17 300 0.3 0.17 58 0 0.0 0 0 940 0.3 U 0.9 18 0 3.00 0 76
EX18 120 0.9 0.17 18 0 0.0 0 0 120 0.9 U 1.5 1 0 3.00 0 19
EX18 210 1.9 U L..L. L. 2
Total ",
EX19 300 1.9 0.17 28 0 0.0 0 0 350 1.9 U 2.2 3 0 3.00 0 30
EX19 1280 1.8 U 2.2 10 10
EX19 690 0.3 U 0.9 13 13
Total 53
EX 20 300 1.1 0.17 35 0 0.0 0 0 467 1.1 U 1.7 5 0 3.00 0 39
EX 20 1520 1.5 U 2.0 13 13
EX20 300 0.6 U 1.L. tI 5
Total 57
/
EX21 300 1.2 0.17 33 0 0.0 0 0 164 1.2 U 1.8 2 0 3.00 0 35
EX21 385 0.2 U 0.7 9 9
Total 44
EX 22 300 1.5 0.17 31 0 0.0 0 0 0 0 U 0.0 0 0 3.00 0 31
WRN2 53 15.0 0.24 4 231 1.7 0.24 31 0 0 U 0.0 0 5800 3.00 32 67
WRN3 300 0.4 0.24 68 0 0.0 0 0 168 8.3 U 4.6 1 0 3.00 0 69
WRN3 57 3.5 U 3.0 0 0
WRN3 280 0.5 U 1.1 4 5
Total 74
WRN4 200 0.8 0.24 38 100 16.0 0.24 7 0 0 U 0.0 0 0 3.00 0 44
RRBH 280 1.1 0.24 43 0 0.0 0 0 880 0.5 U 1.1 13 0 3.00 0 56
OFF-S1 160 3.8 0.24 17 140 1.1 0.24 25 123 1.1 U 1.7 1 0 3.00 0 43
OFF-S2 245 2.7 0.4 41 55 2.7 0.24 8 590 2.7 U 2.7 4 0 3.00 0 53
OFF-53 112 1.3 0.4 30 188 3.0 0.24 21 466 3 U 2.8 3 0 3.00 0 54
OFF-54 280 2.3 0.17 24 0 0.0 0 0 620 0.3 U 0.9 12 0 3.00 0 36
OFF-54 430 1.9 U 2.2 3 3
Total 39
OFF-55 65 12.3 0.24 5 0 0.0 0 0 610 1.8 U 2.2 5 0 3.00 0 10
OFF-56 100 2.0 0.24 15 0 0.0 0 0 446 0.3 U 0.9 8 0 3.00 0 23
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Earlham Village - Existing Conditions
Project # 5271.001
2/18/05
Nodes
A Stage/Area
V Stage/Volume
T Time/Stage
M Manhole
Basins
o OVerland Flow
U SCS Unit Hydro
S Santa Barbara
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Links
P Pipe
W Weir
C Channel
D Drop Structure
B Bridge
R Rating Curve
H Breach
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
0
Earlham Village - Existing Conditions
D Project # 5271.001
2/21/05
Simulation Basin Group Time Max Flow Max Volume Volume
hrs cfs in ft3
D 002YR-24HR 146TH EAST BASE 12.08 8.30 2.67 30184
010YR-24HR 146TH EAST BASE 12.08 11.98 3.91 44278
100YR-24HR 146TH EAST BASE 12.08 16.66 5.50 62345
002YR-24HR 146TH MID BASE 12.11 9.16 2.66 37430
D 010YR-24HR 146TH MID BASE 12.11 13.22 3.91 54908
100YR-24HR 146TH MID BASE 12.11 18.40 5.50 77312
002YR-24HR 146TH WEST BASE 12.12 11.81 2.66 47676
010YR-24HR 146TH WEST BASE 12.12 17 .04 3.91 69937
100YR-24HR 146TH WEST BASE 12.12 23.70 5.50 98475
D 002YR-24HR EX 1 BASE 12.33 2.53 1.06 14497
010YR-24HR EX 1 BASE 12.33 5.01 2.00 27498
100YR-24HR EX 1 BASE 12.33 8.47 3.35 46020
D 002YR-24HR EX 21 BASE 12.32 10.49 1.39 58659
010){R-24HR EX 21 BASE 12.32 18.69 2.45 103208
100YR-24HR EX 21 BASE 12.32 29.65 3.89 164247
002YR-24HR EX 22 BASE 12.19 14 .81 1.06 68291
010YR-24HR EX 22 BASE 12.19 29.19 2.00 129542
D 100YR-24HR EX 22 BASE 12.19 49.24 3.35 216798
002YR-24HR EX10 BASE 12.13 14.86 1.50 59545
010YR-24HR EX10 BASE 12.13 25.66 2.59 102592
100YR-24HR EX10 BASE 12.13 39.88 4.06 160967
0 002YR-24HR EX 11 BASE 12.20 42.86 1.45 177139
010YR-24HR EX11 BASE 12.20 74.53 2.52 308403
100YR-24HR EX11 BASE 12.20 116.33 3.98 487317
002YR-24HR EX12 BASE 12.09 17.05 1. 68 60383
D 010YR-24HR EX12 BASE 12.09 28.26 2.81 100902
100YR-24HR EX12 BASE 12.09 42.77 4.31 155058
002YR-24HR EX13 BASE 12.23 50.00 1. 25 227933
010YR-24HR EX13 BASE 12.23 91. 87 2.26 413105
D 100YR-24HR EX13 BASE 12.23 148.54 3.67 670697
002YR-24HR EX14 BASE 12.20 3.82 1.14 16099
010YR-24HR EX14 BASE 12.20 7.24 2.11 29925
100YR-24HR EX14 BASE 12.20 11. 94 3.49 49411
D 002YR-24HR EX15 BASE 12.33 23.43 1.22 130667
010YR-24HR EX15 BASE 12.33 43.70 2.23 238125
100YR-24HR EX15 BASE 12.33 71. 32 3.63 388034
002YR-24HR EX16 BASE 12.23 8.31 1.22 37966
0 010YR-24HR EX16 BASE 12.23 15.40 2.22 69286
100YR-24HR EX16 BASE 12.23 25.05 3.62 113012
002YR-24HR EX17 BASE 12.67 20.12 1.01 176133
010YR-24HR EX17 BASE 12.67 40.81 1. 94 338120
100YR-24HR EX17 BASE 12.67 70.09 3.28 570333
D 002YR-24HR EX18 BASE 12.13 16.73 1.50 59115
010YR-24HR EX18 BASE 12.09 28.70 2.59 101852
100YR-24HR EX18 BASE 12.09 44.53 4.06 159803
D 002YR-24HR EX19 BASE 12.48 40.25 1.05 266276\'
010YR-24HR EX19 BASE 12.48 79.25 1.99 505919
100YR-24HR EX19 BASE 12.37 134. 08 3.34 847599
002YR-24HR EX2 BASE 12.98 14.14 1.06 148906
D 010YR-24HR EX2 BASE 12.98 28.03 2.00 282458
100YR-24HR EX2 BASE 12.98 47.51 3.35 472710
002YR-24HR EX20 BASE 12.54 57.16 1.07 398707
010YR-24HR EX20 BASE 12.54 111.56 2.03 753027
100YR-24HR EX20 BASE 12.41 188.82 3.38 1256631
D 002YR-24HR EX3 BASE 13.25 39.04 0.93 478723
010YR-24HR EX3 BASE 13.25 81. 28 1.83 940471
100YR-24HR EX3 BASE 13.25 141.89 3.14 1610461
D 002YR-24HR EX4 BASE 12.22 2.98 0.34 18125
010YR-24HR EX4 BASE 12.16 11. 31 0.92 48407
100YR-24HR EX4 BASE 12.16 25.58 1.88 99282
002YR-24HR EX5 BASE 12.58 0.77 0.33 8220
010YR-24HR EX5 BASE 12.47 2.96 0.89 22316
D
Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. Page 1 of2
D
0
Earlham Village - Existing Conditions
D Project # 5271.001
2/21/05
Simulation Basin Group Time Max Flow Max Volume Volume
hrs cfs in ft3
0 100YR-24HR EX5 BASE 12.47 6.98 1.83 46160
002YR-24HR EX6 BASE 12.24 0.47 0.33 3282
010YR-24HR EX6 BASE 12.18 1.85 0.89 8903
100YR-24HR EX6 BASE 12.18 4.33 1.84 18411
0 002YR-24HR EX7 BASE 12.72 1.57 0.39 16629
010YR-24HR EX7 BASE 12.59 5.28 0.99 42587
100YR-24HR EX7 BASE 12.59 11. 69 1. 99 85416
002YR-24HR EX8 BASE 12.12 1.42 0.46 6018
0 010YR-24HR EX8 BASE 12.12 4.16 1.12 14572
100YR-24HR EX8 BASE 12.08 8.58 2.17 28336
002YR-24HR EX9 BASE 12.44 0.70 0.36 6053
010YR-24HR EX9 BASE 12.36 2.58 0.94 15965
0 100YR-24HR EX9 BASE 12.36 5.86 1. 91 32527
002YR-24HR OFF-S 1 BASE 12.35 16.44 2.05 90153
010YR-24HR OFF-S1 BASE 12.35 25.60 3.24 142661
100YR-24HR OFF-S 1 BASE 12.35 37.23 4.79 211280
0 002YR-24HR OFF-S2 BASE 13.76 1. 96 0.59 15613
010YR-24HR OFF-S2 BASE 13.76 5.16 1.32 35070
100YR-24HR OFF-S2 BASE 13.76 10.11 2.45 65285
002YR-24HR OFF-S3 BASE 14.06 5.14 0.81 36587
U 010YR-24HR OFF-S3 BASE 14.06 11. 36 1. 66 74633
100YR-24HR OFF-S3 BASE 14.06 20.45 2.92 130927
002YR-24HR OFF-S4 BASE 12.31 15.85 1.10 83995
010YR-24HR OFF-S4 BASE 12.31 30.61 2.07 157492
100YR-24HR OFF-S4 BASE 12.31 51. 03 3.43 261558
D 002YR-24HR OFF-S5 BASE 13.65 1.36 0.33 5041
010YR-24HR OFF-S5 BASE 13.62 4.89 0.89 13678
100YR-24HR OFF-S5 BASE 13.62 10.67 1. 84 28284
D 002YR-24HR OFF-S6 BASE 12.16 2.66 0.86 10474
010YR-24HR OFF-S6 BASE 12.11 5.58 1. 73 21012
100YR-24HR OFF-S6 BASE 12.11 9.85 3.01 36472
002YR-24HR RR BH BASE 12.57 3.34 0.55 28300
010YR-24HR RR BH BASE 12.57 8.91 1.27 64670
D 100YR-24HR RR BH BASE 12.44 17.94 2.38 121621
002YR-24HR WR N2 BASE 16.97 0.13 0.05 4525
010YR-24HR WR N2 BASE 12.95 1.81 0.31 29901
100YR-24HR WR N2 BASE 12.80 8.14 0.89 86794
0 002YR-24HR WR N3 BASE 13.48 0.22 0.14 5211
010YR-24HR WR N3 BASE 12.83 1.57 0.52 19973
100YR-24HR WR N3 BASE 12.83 4.89 1.26 48346
0 002YR-24HR WR N4 BASE 12.61 0.14 0.20 2060
010YR-24HR WR N4 BASE 12.42 0.85 0.65 6700
100YR-24HR WR N4 BASE 12.42 2.38 1.48 15126
D
D
D
D
D
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
0
Page 2 of2
0
Earlham Village - Existing Conditions
D. Project # 5271.001
2/21/05
Max Warning Max Delta Max Surf Max Max
Name Simulation Stage Stage Stage Area Inflow Outflow
ft ft ft ft2 cfs cfs
0 14 6TH END SECT 002YR-24HR 752.57 752.50 0.005 194619 10.49 4.56
14 6TH END SECT 010YR-24HR 753.00 752.50 0.005 642201 40.28 5.05
146TH END SECT 100YR-24HR 753.41 752.50 0.005 1076045 119.18 5.60
0 146TH MH RR 002YR-24HR 750.56 759.50 0.003 13312 20.45 15.17
146TH MH RR 010YR-24HR 751. 21 759.50 0.003 12288 34.71 24.89
146TH MH RR 100YR-24HR 754.98 759.50 0.004 801 44.53 35.96
146TH MH W 002YR-24HR 752.08 757.50 0.005 6076 12.83 10.96
146TH MH W 010YR-24HR 752.30 757.50 0.005 6004 15.22 13.80
0 146TH MH W 100YR-24HR 754.87 757.50 0.004 413 21.12 16.98
EX BRIDGE 002YR-24HR 743.82 749.40 0.005 6651 22.97 23.49
EX BRIDGE 010YR-24HR 744.09 749.40 0.004 8609 42.59 42.44
EX BRIDGE 100YR-24HR 751. 99 749.40 0.005 55688 161. 98 439.67
0 N1 002YR-24HR 743.28 747.60 0.002 429 2.53 2.52
N1 010YR-24HR 743.59 747.60 -0.002 463 5.01 4.98
N1 100YR-24HR 754.40 747.60 -0.005 59356 8.46 530.95
N10 002YR-24HR 746.84 746.70 0.002 89652 24.79 8.92
0 N10 010YR-24HR 746.99 746.70 0.003 97652 43.52 32.48
N10 100YR-24HR 750.80 746.70 0.003 298037 67.26 60.84
NIl 002YR-24HR 746.30 748.70 0.002 279782 42.84 0.00
NIl 010YR-24HR 746.97 748.70 0.002 393621 75.39 0.00
0 NIl 100YR-24HR 750.80 748.70 0.003 2036914 161.92 82.62
N12 002YR-24HR 747.12 747.60 0.003 70754 17.05 0.00
N12 010YR-24HR 747.61 747.60 0.003 92116 28.26 0.07
N12 100YR-24HR 750.80 747.60 0.003 229780 82.62 90.71
0 N13 002YR-24HR 746.57 748.00 0.002 292320 49.97 0.00
N13 010YR-24HR 747.12 748.00 0.002 407687 91. 84 0.00
N13 100YR-24HR 750.80 748.00 0.002 2012527 14 8.50 161. 30
N14 002YR-24HR 750.68 755.10 0.002 16729 3.82 0.00
0 N14 010YR-24HR 751.36 755.10 0.004 23828 7.24 0.00
N14 100YR-24HR 752.07 755.10 0.004 31072 11. 94 0.00
N15 002YR-24HR 744.54 749.40 -0.005 4160 23.42 22.97
N15 010YR-24HR 745.25 749.40 -0.005 6091 43.69 42.59
N15 100YR-24HR 750.81 749.40 0.005 21145 161.30 161. 98
0 N16 002YR-24HR 751. 01 751. 80 0.002 47708 8.30 0.00
N16 010YR-24HR 751.56 751.80 0.003 65186 15.40 0.00
N16 100YR-24HR 751. 85 751. 80 0.003 74164 25.04 1.04
0 N17 002YR-24HR 750.85 752.30 0.003 138073 20.12 0.00
N17 010YR-24HR 751. 80 752.30 0.003 196981 40.81 0.00
N17 100YR-24HR 752.39 752.30 0.004 359448 70.08 3.77
N18 002YR-24HR 750.44 751. 60 0.003 79474 16.72 0.00
0 N18 010YR-24HR 750.88 751. 60 0.003 112047 28.70 0.00
N18 100YR-24HR 751. 68 751.60 0.003 170083 44.52 3.70
N19 002YR-24HR 750.42 750.30 0.001 576106 40.24 8.85
N19 010YR-24HR 750.53 750.30 0.002 716039 79.25 30.96
N19 100YR-24HR 750.66 750.30 0.002 867924 134.29 72.22
0 N2 002YR-24HR 739.36 741. 00 0.002 180453 14.14 0.00
N2 010YR-24HR 739.97 741. 00 0.003 251360 28.02 0.00
N2 100YR-24HR 754.22 741.00 0.004 7129443 47.50 951.10
0 N20 002YR-24HR 752.60 752.50 0.002 421846 58.05 5.93
N20 010YR-24HR 753.00 752.50 0.003 564224 113.94 35.82
N20 100YR-24HR 753.42 752.50 0.003 710682 193.74 104.23
N22 002YR-24HR 756.21 757.30 0.001 135114 14 .81 0.00
N22 010YR-24HR 756.58 757.30 0.002 187174 29.18 0.00
0 N22 100YR-24HR 756.99 757.30 0.002 242785 49.23 0.00
N3 002YR-24HR 739.18 742.00 -0.005 167183 39.03 21.61
N3 010YR-24HR 739.99 742.00 0.005 253974 81. 28 40.12
N3 100YR-24HR 754.22 742.00 0.005 9889317 16678.66 15998.21
0 N4 002YR-24HR 751.59 753.80 0.003 13866 2.98 0.00
N4 010YR-24HR 753.01 753.80 0.004 31127 11. 31 0.00
N4 100YR-24HR 753.87 753.80 0.005 43793 25.58 0.91
N5 002YR-24HR 747.43 756.60 0.002 10212 0.77 0.00
0
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page I of2
0
D
Earlharn Village - Existing Conditions
D Project ~ 5271.001
2/21/05
Max Warning Max Delta Max Surf Max Max
Name Simulation Stage Stage Stage Area Inflow Outflow
ft ft ft ft2 cfs cfs
0 N5 010YR-24HR 748.45 756.60 0.002 17097 2.96 0.00
N5 100YR-24HR 750.35 756.60 0.003 31899 6.98 0.00
N6 002YR-24HR 750.82 753.50 0.003 5318 0.47 0.00
0 N6 010YR-24HR 751.57 753.50 0.004 9440 1.85 0.00
N6 100YR-24HR 752.37 753.50 0.005 14834 4.33 0.00
N7 002YR-24HR 741.46 748.80 0.005 30290 24.21 27.49
N7 010YR-24HR 742.13 748.80 0.005 39916 47.30 29.34
N7 100YR-24HR 751. 99 748.80 -0.005 589360 439.67 210.19
0 N8 002YR-24HR 741. 90 747.50 0.003 6213 1.42 0.00
N8 010YR-24HR 742.88 747.50 0.003 11339 4.16 0.00
N8 100YR-24HR 752.00 747.50 0.004 92781 8.58 14.61
0 N9 002YR-24HR 739.03 740.10 -0.015 15100 7.84 5.66
N9 010YR-24HR 740.07 740.10 -0.015 28846 12.98 6.67
N9 100YR-24HR 752.00 740.10 -0.015 187314 27.97 56.28
OFF-S1 002YR-24HR 750.03 751.80 -0.001 58699 16.44 7.38
OFF-S1 010YR-24HR 750.31 751.80 -0.002 60915 25.59 11.58
0 OFF-S1 100YR-24HR 751. 99 751. 80 -0.001 73995 37.22 17 .25
OFF-S4 002YR-24HR 748.68 755.20 0.003 11356 15.85 13.84
OFF-S4 010YR-24HR 749.32 755.20 -0.003 18012 30.60 25.20
OFF-S4 100YR-24HR 750.80 755.20 0.003 33417 51. 02 39.08
0 RR BH 002YR-24HR 752.89 760.50 0.002 995 3.34 3.30
RR BH 010YR-24HR 753.14 760.50 -0.005 793 8.91 9.74
RR BH 100YR-24HR 758.19 760.50 0.008 158 17.94 17 .82
SETL RIDGE POND 002YR-24HR 745.20 749.00 0.000 0 8.85 0.00
0 SETL RIDGE POND 010YR-24HR 745.20 749.00 0.000 0 30.96 0.00
SETL RIDGE POND 100YR-24HR 745.20 749.00 0.000 0 72.22 0.00
WR N1 002YR-24HR 736.80 750.00 0.000 363 20.14 0.00
WR N1 010YR-24HR 736.80 750.00 0.000 363 34.02 0.00
0 WR N1 100YR-24HR 755.00 750.00 0.007 2224407 593.83 111342.87
WR N2 002YR-24HR 735.40 750.00 0.000 9 21. 71 0.00
WR N2 010YR-24HR 735.40 750.00 0.000 9 41.16 0.00
WR N2 100YR-24HR 752.00 750.00 0.006 3100702 127309.77 16971.45
D WR N3 002YR-24HR 735.00 749.00 0.000 3 27.65 0.00
WR N3 010YR-24HR 735.00 749.00 0.000 3 30.92 0.00
WR N3 100YR-24HR 752.00 749.00 0.006 718781 17119.50 7548.41
WR N4 002YR-24HR 734.90 740.10 0.000 18 5.74 0.00
0 WR N4 010YR-24HR 734.90 740.10 0.000 18 6.87 0.00
WR N4 100YR-24HR 752.00 740.10 0.006 208509 7573.58 0.00
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Earlham Village - Existing Conditions
D Project # 5271.001
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Name: 146TH EAST 146TH MID 14 6TH WEST EX 1 EX 21
0 Group: BASE BASE BASE BASE BASE
Type: SCS SCS SCS SCS SCS
Node: WR N1 14 6TH MH RR 146TH MH W N1 146TH END SECT
Status: Onsite Onsite Onsite Onsite Onsite
Unit Hyd: Uh484 Uh484 Uh484 Uh484 Uh484
0 Peaking Fact: 484.0 484.0 484.0 484.0 484.0
Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24
Rain Arnount(in): 0.000 0.000 0.000 0.000 0.000
Storm Dur(hrs): 0.00 0.00 0.00 0.00 0.00
TC (min) : 18.00 23.00 22.00 43.00 44.00
Time Shift (hrs) : 0.00 0.00 0.00 0.00 0.00
D Area (ac) : 3.120 3.870 4.930 3.780 11 . 620
Curve Num: 98.00 98.00 98.00 78.00 83.40
DCrA(%) : 0.00 0.00 0.00 0.00 0.00
Max Q(cfs) : 999999.000 999999.000 999999.000 999999.000 999999.000
D Name: EX 22 EX10 EX11 EX12 EX13
Group: BASE BASE BASE BASE BASE
Type: SCS SCS SCS SCS SCS
Node: N22 N10 N11 N12 N13
Status: Onsite Onsite Onsite Onsite Onsite
D Unit Hyd: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Fact: 484.0 484.0 484.0 484.0 484.0
Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24
Rain Arnount(in): 0.000 0.000 0.000 0.000 0.000
Storm Dur(hrs): 0.00 0.00 0.00 0.00 0.00
D TC (min) : 31. 00 26.00 28.00 21. 00 32.00
Time Shift (hrs) : 0.00 0.00 0.00 0.00 0.00
Area (ac) : 17.810 10.920 33.760 9.900 50.340
Curve Num: 78.00 85.00 84.20 87.40 81. 20
DCrA(%) : 0.00 0.00 0.00 0.00 0.00
Max Q (cfs) : 999999.000 999999.000 999999.000 999999.000 999999.000
D Name: EX14 EX15 EX16 EX17 EX18
Group: BASE BASE BASE BASE BASE
Type: SCS SCS SCS SCS SCS
D Node: N14 N15 N16 N17 N1B
Status: Onsite Onsite Onsite Onsite Onsite
Unit Hyd: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Fact: 484.0 484.0 484.0 484.0 484.0
Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24
Rain Arnount(in): 0.000 0.000 0.000 0.000 0.000
0 Storm Dur (hrs) : 0.00 0.00 0.00 0.00 0.00
TC (min) : 28.00 43.00 32.00 76.00 21. 00
Time Shift (hrs) : 0.00 0.00 0.00 0.00 0.00
Area (ac) : 3.900 29.440 8.600 47.960 10.840
Curve Num: 79.40 80.80 80.70 77 .20 85.00
0 DCrA(%) : 0.00 0.00 0.00 0.00 0.00
Max Q(cfs) : 999999.000 999999.000 999999.000 999999.000 999999.000
Name: EX19 EX2 EX20 EX3 EX4
Group: BASE BASE BASE BASE BASE
D Type: SCS SCS SCS SCS SCS
Node: N19 N2 N20 N3 N4
Status: Onsite Onsite Onsite Onsite Onsite
Unit Hyd: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Fact: 484.0 484.0 484.0 484.0 484.0
D Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24
Rain Arnount(in): 0.000 0.000 0.000 0.000 0.000
Storm Dur(hrs): 0.00 0.00 0.00 0.00 0.00
TC(min) : 53.00 99.00 57.00 117.00 23.00
Time Shift (hrs) : 0.00 0.00 0.00 0.00 0.00
0 Area (ac) : 69.890 38.830 102.380 141. 510 14.570
Curve Num: 77 .90 78.00 78.30 75.70 61. 50
DCrA(%) : 0.00 0.00 0.00 0.00 0.00
Max Q (cfs) : 999999.000 999999.000 999999.000 999999.000 999999.000
0 Name: EX5 EX6 EX7 EX8 EX9
Group: BASE BASE BASE BASE BASE
Type: SCS SCS SCS SCS SCS
Node: N5 N6 N7 N8 N9
Status: Onsite Onsite Onsite Onsite Onsite
D Unit Hyd: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Fact: 484.0 484.0 484.0 484.0 484.0
Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24
Rain Arnount(in): 0.000 0.000 0.000 0.000 0.000
Storm Dur(hrs): 0.00 0.00 0.00 0.00 0.00
TC(min) : 51. 00 27.00 59.00 18.00 40.00
0
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
Time Shift (hrs) 0.00 0.00 0.00 0.00 0.00
Area (ac) 6.930 2.760 11.810 3.600 4.690
Curve Num 61. 00 61. 00 62.90 65.00 61.90
OCIA(%) 0.00 0.00 0.00 0.00 0.00
Max Q(cfs) 999999.000 999999.000 999999.000 999999.000 999999.000
Name OFF-S1 OFF-S2 OFF-S3 OFF-S4 OFF-S5
Group BASE BASE BASE BASE BASE
Type SCS SCS SCS SCS SCS
Node OFF-S1 N19 N20 OFF-S4 N20
Status Offsite Offsite Offsite Offsite Offsite
Unit Hyd Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Fact 484.0 484.0 484.0 484.0 484.0
Rain File Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24
Rain Amount (in) 0.000 0.000 0.000 0.000 0.000
Storm Our(hrs) 0.00 0.00 0.00 0.00 0.00
TC(min) 43.00 53.00 54.00 39.00 10.00
Time Shift (hrs) 0.02 1.28 1.58 0.00 1.58
Area (ac) 12.140 7.340 12.370 21.010 4.240
Curve Num 91. 80 68.30 73.40 78.80 61. 00
OCIA(%) 0.00 0.00 0.00 0.00 0.00
Max Q(cfs) 999999.000 999999.000 999999.000 999999.000 999999.000
Name OFF-S6 RR BH WR N2 WR N3 WR N4
Group BASE BASE BASE BASE BASE
Type SCS SCS SCS SCS SCS
Node N20 RR BH WR N2 WR N3 WR N4
Status Offsite Onsite Onsite Onsite Onsite
Unit Hyd Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Fact 484.0 484.0 484.0 484.0 484.0
Rain File Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24
Rain Amount (in) 0.000 0.000 0.000 0.000 0.000
Storm Our(hrs) 0.00 0.00 0.00 0.00 0.00
TC (min) 23.00 56.00 67.00 74.00 44.00
Time Shift (hrs) 0.00 0.00 0.00 0.00 0.00
Area (ac) 3.340 14.080 26.900 10.560 2.820
Curve Num 74.40 67.50 48.00 53.50 56.40
OCIA(%) 0.00 0.00 0.00 0.00 0.00
Max Q (cfs) 999999.000 999999.000 999999.000 999999.000 999999.000
Interconnected Channel and Pond Routing Model (ICPR) (92002 Streamline Technologies, Inc.
Page 2 of2
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
D
-=== Basins ========================================================a===========caGaa=====
Status: Onsite
o
Name: 146TH EAST
Group: BASE
o
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 3.120
Curve Number: 98.00
DCIA(%): 0.00
D
Name: 146TH MID
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 3.870
Curve Number: 98.00
DCIA(%): 0.00
D
D
Name: 146TH WEST
Group: BASE
D
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 4.930
Curve Number: 98.00
DCIA(%): 0.00
o
o
Name: EX 1
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DCIA(%) :
Uh484
Scsii-24
0.000
3.780
78.00
0.00
D
D
Name: EX 21
Group: BASE
D
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 11.620
Curve Number: 83.40
DCIA(%): 0.00
o
Name: EX 22
Group: BASE
o
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 17.810
Curve Number: 78.00
DCIA(%): 0.00
o
o
Node: WR N1
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min) :
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: 146TH MH RR
Type: SCS Unit Hydrograph
484.0
0.00
18.00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Cone (min) : 23.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: 146TH MH W
Type: SCS Unit Hydrograph
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Cone (min) : 22.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N1
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Cone (min) :
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: 146TH END SECT
Type: SCS Unit Hydrograph
Status: Onsite
484.0
0.00
43.00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Cone (min) : 44.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N22
Type: SCS Unit Hydrograph
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Cone (min) : 31.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Page 1 of24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
D
Name: EX10
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Arnount(in):
Area (ac) :
Curve Number:
DClA(%) :
o
D
Uh484
Scsii-24
0.000
10.920
85.00
0.00
Name: EXll
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Arnount(in): 0.000
Area (ac) : 33.760
Curve Number: 84.20
DClA(%): 0.00
D
-D
Name: EX12
Group: BASE
,Unit, Hydrograph: Uh4'84
Rainfall File: Scsii-24
Rainfall Arnount(in): 0.000
Area (ac) : 9.900
Curve Number: 87.40
DClA(%): 0.00
D
o
D
Name: EX13
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Arnount(in):
Area (ac) :
Curve Number:
DClA(%) :
o
o
Name: EX14
Group: BASE
Uh484
Scsii-24
0.000
50.340
81. 20
0.00
o
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Arnount(in): 0.000
Area (ac) : 3.900
Curve Number: 79.40
DClA(%): 0.00
D
D
Name: EX15
Group: BASE
D
Unit Hydrograph:
Rainfall File:
Rainfall Arnount(in):
Area (ac,) :
Curve Number:
DClA(%) :
D
Name: EX16
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
D
Uh484
Scsii-24
0.000
29.440
80.80
0.00
Node: N10
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min) :
Time Shift (hrs) :
Max Allowable Q(cfs) :
Node: Nll
Type: SCS Unit Hydrograph
Status: Onsite
484.0
0.00
26.00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 28.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N12
Type: SCS Unit Hydrograph
Status: Onsite
Peaking Factor; 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 21.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N13
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min):
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: N14
Type: SCS Unit Hydrograph
Status: Onsite
484.0
0.00
32.00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 28.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N15
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min) :
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: N16
Type: SCS Unit Hydrograph
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Status: Onsite
484.0
0.00
43.00
0.00
999999.000
Status: Onsite
Page 2 of 24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Project # 5271.001
2121/05
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Rainfall Amount (in) : 0.000
Area (ac) : 8.600
Curve Number: 80.70
DClA(%): 0.00
D
Name: EX17
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 47.960
Curve Number: 77.20
DClA(%): 0.00
D
D
D
Name: EX18
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area(ac) :
Curve Number:
DCIA(%) :
Uh484
Scsii-24
0.000
10.840
85.00
0.00
D
D
Name: EX19
Group: BASE
D
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 69.890
Curve Number: 77.90
DClA(%): 0.00
o
Name: EX2
Group: BASE
D
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 38.830
Curve Number: 78.00
OClA(%): 0.00
D
o
Name: EX20
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DClA(%) :
Uh484
Scsii-24
0.000
102.380
78.30
0.00
D
o
Name: EX3
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 141.510
Curve Number: 75.70
DClA(%): 0.00
o
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Time of Conc(min)
Time Shift(hrs)
Max Allowable Q(cfs)
32.00
0.00
999999.000
Node: N17
Type: SCS Unit Hydrograph
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 76.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N18
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min):
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: N19
Type: SCS Unit Hydrograph
Status: Onsite
Status: Onsite
484.0
0.00
21. 00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 53.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N2
Type: SCS Unit Hydrograph
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 99.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N20
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min) :
Time Shift (hrs) :
Max Allowable Q(cfs) :
Node: N3
Type: SCS Unit Hydrograph
Status: Onsite
484.0
0.00
57.00
0.00
999999;000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 117.00
Time Shift (hrs) : 0.00
Max.Allowable Q(cfs): 999999.000
Page 3 of24
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Project # 5271.001
2/21/05
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Name: EX4
Group: BASE
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Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 14.570
Curve Number: 61.50
DClA(%): 0.00
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Name: EX5
Group: BASE
D
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DClA(%) :
o
Name: EX6
Group: BASE
Uh484
Scsii-24
0.000
6.930
61. 00
0.00
o
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (acl : 2.760
Curve Number: 61.00
VClA(%): 0.00
D
Name: EX7
Group: BASE
o
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 11.810
Curve Number: 62.90
VClA(%): 0.00
D
o
Name: EX8
Group: BASE
D
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DCIA(%) :
D
Uh484
8csii-24
0.000
3.600
65.00
0.00
Name: EX9
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 4.690
Curve Number: 61.90
DCIA(%): 0.00
D
D
o
Name: OFF-Sl
Group: BASE
Node: N4
Type: SCS Unit Hydrograph
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 23.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N5
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min):
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: N6
Type: SCS Unit Hydrograph
Status: Onsite
484.0
0.00
51. 00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 27.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N7
Type: SCS Unit Hydrograph
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 59.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N8
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min) :
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: N9
Type: SCS Unit "Hydrograph
Status: Onsite
484.0
0.00
18.00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 40.00
Time Shift(hrs): 0.00
Max Allowable Q(cfs): 999999.000
Node: OFF-S1
Type: SCS Unit Hydrograph
Status: Offsite
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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2/21105
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Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 12.140
Curve Number: 91.80
DClA(%): 0.00
o
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Name: OFF-S2
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DClA(%) :
D
D
Name: OFF-S3
Group: BASE
Uh484
Scsii-24
0.000
7.340
68.30
0.00
D
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area lac) : 12.370
Curve Number: 73.40
DClA(%): 0.00
D
Name: OFF-S4
Group: BASE
o
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area lac) : 21.010
Curve Number: 78.80
DClA(%): 0.00
o
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Name: OFF-S5
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area lac) :
Curve Number:
DClA(%) :
o
o
Name: OFF-S6
Group: BASE
Uh484
Scsii-24
0.000
4.240
61. 00
0.00
D
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area lac) : 3.340
Curve Number: 74.40
DClA(%): 0.00
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Name: RR BH
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amountlin):
Area lac) :
D
Uh484
Scsii-24
0.000
14.080
Peaking Factor
Storm Durationlhrs)
Time of Conc(min)
Time Shift(hrs)
Max Allowable Qlcfs)
Node: N19
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min):
Time Shift (hrs) :
Max Allowable Q(cfs) :
Node: N20
Type: SCS Unit Hydrograph
484.0
0.00
43.00
0.02
999999.000
Status: Offsite
484.0
0.00
53.00
1.28
999999.000
Status: Offsite
Peaking Factor: 484.0
Storm Duration(hrs): 0.00
Time of Conc(min): 54.00
Time Shift(hrs): 1.58
Max Allowable Q(cfs): 999999.000
Node: OFF-S4
Type: SCS Unit Hydrograph
Status: Offsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 39.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N20
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration(hrs):
Time of Conc(min):
Time. Shift (hrs) :
Max Allowable Q(cfs):
Node: N20
Type: SCS Unit Hydrograph
Status: Offsite
484.0
0.00
10.00
1. 58
999999.000
Status: Offsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conclmin): 23.00
Time Shift (hrs) : 0.00
Max Allowable Qlcfs): 999999.000
Node: RR BH
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration(hrs):
Time of Conc(min):
Time Shift (hrs) :
Status: Onsite
484.0
0.00
56.00
0.00
Page 5 of 24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
o
Curve Number: 67.50
DCIA(%): 0.00
Max Allowable Q(cfs): 999999.000
o
Name: WR N2
Group: BASE
Node: WR N2
Type: SCS Unit Hydrograph
Status: Onsite
o
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DCIA(%) :
Uh484
Scsii-24
0.000
26.900
48.00
0.00
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min}:
Time Shift (hrs) :
Max Allowable Q(cfs):
484.0
0.00
67.00
0.00
999999.000
o
D
Name: WR N3
Group: BASE
Node: WR N3
Type: SCS Unit Hydrograph
Status: Onsite
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 10.560
Curve Number: 53.50
DCIA(%): 0.00
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 74.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
D
D
Name: WR N4
Group: BASE
Node: WR N4
Type: SCS Unit Hydrograph
Status: Onsite
D
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DCIA(%) :
Uh484
Scsii-24
0.000
2.820
56.40
0.00
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min):
Time Shift(hrs):
Max Allowable Q(cfs):
484.0
0.00
44.00
0.00
999999.000
D
o
==== Nodes =================================================~=============================
Name: 146TH END SECT
Group: BASE
Type: Stage/Area
Base Flow(cfs): 0.000
Init Stage(ft): 751.100
Warn Stage (ft) : 752.500
o
Stage (ft) Area (ac)
D
752.000
752.500
753.000
1.2900
2.7900
14.7700
D
Name: 146TH MH RR
Group: BASE
Type: Manhole, Flat Floor
Base Flow(cfs): 0.000
Plunge Factor: 1.00
Init Stage (ft) : 748.500
Warn Stage(ft): 759.500
D
Stage(ft) Area (ac)
Name: 146TH MH W
Group: BASE
Type: Manhole, Flat Floor
Base Flow(cfs): 0.000
Plunge Factor: 1.00
Init Stage (ft) : 750.500
Warn Stage(ft): 757.500
o
Stage (ft) Area (ac)
o
Base Flow(cfs): 0.000
Name: EX BRIDGE
Group: BASE
Init Stage (ft) : 743.000
Warn Stage(ft): 749.400
D
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 6 of 24
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Ear1ham Village - Existing Conditions
Project # 5271.001
2/21/05
Type: Stage/Area
D
Stage(ft)
D
Name: N1
Group: BASE
Type: Stage/Area
D
Stage(ft)
D
744.000
745.000
D
Name: N10
Group: BASE
Type: Stage/Area
Area(ac)
Area (ac)
0.0100
0.1400
Stage(ft) Area (ac)
D
745.500
746.000
747.000
D
Name: Nll
Group: BASE
Type: Stage/Area
D
Stage(ft)
744.400
746.000
747.000
748.000
D
Name: N12
Group: BASE
Type: Stage/Area
D
Stage (ft)
D
745.300
746.000
747.000
o
Name: N13
Group: BASE
Type' Stage/Area
o
Stage(ft)
745.200
746.000
747.000
748.000
D
Name, N14
Group: BASE
Type: Stage/Area
o
Stage (ftl
748.600 0.0100
Area (acl
o
0.0100
1.0300
2.2400
Area (ac)
0.0100
5.2500
9.1500
19.0400
Area (ac)
0.0100
0.5200
1. 5100
Area (ac)
0.0100
4.7900
8.1600
18.1600
Base F1ow(cfs): 0.000
Base F1ow(cfs): 0.000
Base F1ow(cfs): 0.000
Base F1ow(cfs): 0.000
Base F1ow(cfs): 0.000
Base Flow(cfs): 0.000
Init Stage(ft): 742.600
Warn Stage(ft): 747.600
Init Stage(ft): 745.500
Warn Stage (ft) : 746.700
Init Stage(ftl: 744.400
Warn Stage (ft) : 748.700
Init Stage(ft): 745.300
Warn Stage(ft): 747.600
Init Stage (ft) : 745.200
Warn Stage (ft) : 748.000
Init Stage(ft): 748.600
Warn Stage(ft): 755.100
Page 7 of24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
D
750.000
752.000
754.000
755.000
D
Name: N15
Group: BASE
Type: Stage/Area
D
0.2200
0.7000
1.0900
1. 3800
Stage(ft) Area (ac)
743.200 0.0100
744.000 0.0600
D
Name: N16
Group: BASE
Type: Stage/Area
D
Stage(ft) Area (ac)
D
749.300
750.000
751. 500
D
Name: N17
Group: BASE
Type: Stage/Area
0.0100
0.3600
1. 4500
Stage (ft) Area (ac)
D
748.200
750.000
752.000
752.300
D
Name: N18
Group: BASE
Type: Stage/Area
D
Stage(ft)
748.700
750.000
751. 500
D
Name: N19
Group: BASE
Type: Stage/Area
D
0.0100
1.9600
4.8000
7.4700
Area (ac)
0.0100
1. 0900
3.6100
Stage (ft) Area (ac)
D
749.800
750.000
750.300
D
Name: N2
Group: BASE
Type: Stage/Area
D
Stage(ft)
D
737.300
738.000
740.000
741. 000
0.0100
1. 48.00
9.9200
Area (ac)
0.0100
0.4800
5.8500
16.9500
Base Flow (cfs) : 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base F1ow(cfs): 0.000
Base Flow(cfs): 0.000
Init Stage(ft): 743.200
Warn Stage (ft) : 749.400
Init StageCft): 749.300
Warn Stage(ft): 751.800
Init Stage 1ft) : 748.200
Warn Stage(ft): 752.300
Init Stage (ft) : 748.700
Warn Stage(ft): 751.600
Init Stage (ft) : 749.800
Warn Stage(ft): 750.300
Init Stage (ft) : 737.300
Warn Stage (ft) : 741.000
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
D
Page 8 of 24
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
D
Name: N20
Group: BASE
Type: Stage/Area
D
.Stage(ft) Area (ac)
D
750.900
752.000
752.500
D
Name: N22
Group: BASE
Type: Stage/Area
0.0100
4.8500
8.9000
Stage{ft) Area (ac)
D
755.200
756.000
757.000
D
Name: N3
Group: BASE
Type: Stage/Area
o
Stage(ft)
738.000
740.000
741.000
742.000
744.000
746.000
748.000
o
o
Name: N4
Group: BASE
Type: Stage/Area
D
Stage{ft)
749.000
750.000
752.000
753.000
D
D
Name: N5
Group: BASE
Type: Stage/Area
0.0100
2.4500
5.6100
Area (ac)
0.8900
5.8600
15.5300
43.6600
72.7700
111. 0600
139.2800
Area (ac)
0.0100
0.1200
0.3700
0.7100
Stage(ft) Area (ac)
D
745.800
746.000
748.000
750.000
752.000
754.000
755.000
D
D
Name: N6
Group: BASE
Type: Stage/Area
D
Stage(ft)
Page 9 of 24
0.0100
0.0200
0.3200
0.6400
1.1700
3.2400
5.0800
Area (ac)
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Init Stage (ft) : 750.900
Warn Stage (ft) : 752.500
Init Stage(ft): 755.200
Warn Stage{ft): 757.300
Init Stage(ft): 737.700
Warn Stage(ft): 742.000
Init Stage (ft) : 749.000
Warn Stage(ft): 753.800
Init Stage(ft): 745.800
Warn Stage{ft): 756.600
Init Stage(ft): 748.900
Warn Stage (ft) : 753.500
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
D
o
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
D
748.900
750.000
752.000
753.000
D
Name: N7
Group: BASE
Type: Stage/Area
D
Stage (ft)
740.000
742.000
744.000
746.000
748.000
D
D
Name: N8
Group: BASE
Type: Stage/Area
o
Stage (ft)
o
740.100
742.000
744.000
746.000
747.000
D
Name: N9
Group: BASE
Type: Stage/Area
0.0100
0.0200
0.2700
0.4600
Area(ac)
0.1600
0.5800
1.1700
1. 8800
5.2700
Area (ac)
0.0100
0.1500
0.4000
0.7500
0.9800
Stage (ft ) Area (ac)
D
737.600
738.000
740.000
D
Name: OFF-S1
Group: BASE
Type: Stage/Area
D
Stage (ft)
749.100
750.000
752.000
D
Name: OFF-54
Group: BASE
Type: Stage/Area
D
Stage (ft)
D
747.300
748.000
750.000
752.000
754.000
D
0.0100
0.0300
0.6400
Area (ac)
0.0100
1. 3400
1. 7 000
Area (ac)
0.0100
0.0900
0.5700
1. 0600
1. 6700
Name: RR BH
Group: BASE
Type: Manhole, Flat Floor
o
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Plunge Factor: 1.00
Init Stage (ft) : 739.500
Warn Stage(ft): 748.800
Init Stage(ft): 740.100
Warn Stage(ft): 747.500
Init Stage(ft): 737.600
Warn Stage(ft): 740.100
Init Stage (ft) : 749.100
Warn Stage(ft): 751.800
Init Stage(ft): 747.300
Warn Stage(ft): 755.200
Init Stage (ft) : 752.000
Warn Stage(ft): 760.500
Page 10 of24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
D
Stage(ft) Area (ac)
Base Flow(cfs): 0.000
D
Name: SETL RIDGE POND
Group: BASE
Type: Time/Stage
Time (hrs)
D
Init Stage(ft): 745.200
Warn Stage (ft) : 749.000
0.00 745.200
99.00 745.200
Stage (ft)
D
Name: WR N1
Group: BASE
Type: Time/Stage
D
Base Flow (cfs) : 0.000
Init Stage (ft) : 736.800
Warn Stage (ft) : 750.000
Time (hrs) Stage (ft)
0.00 736.800
99.00 736.800
D
Name: WR N2
Group: BASE
Type: Time/Stage
D
Base Flow(cfs): 0.000
Init Stage(ft): 735.400
Warn Stage (ft) : 750.000
0.00
99.00
Time (hrs) Stage (ft)
735.400
735.400
D
Name: WR N3
Group: BASE
Type: Time/Stage
D
Time (hrs)
D
0.00
99.00
D
Name: WR N4
Group: BASE
Type: Time/Stage
Base F1ow(cfs): 0.000
Init Stage(ft): 735.000
Warn Stage (ft) : 749.000
Stage (ftl
735.000
735.000
Base F1ow(cfs): 0.000
Init Stage(ft}: 734.900
Warn Stage (ft) : 740.100
D
0.00
99.00
Time (hrs) Stage(ft)
734.900
734.900
==== Cross Sections =~==========================~=========================================
o
Name: WR N1
Encroachment: No
o
Station(ft)
-349.000
-228.000
-117.000
117.000
354.000
403.000
D
o
Group: BASE
Elevation (ft)
Manning's N
780.000
740.000
736.840
736.840
742.000
750.000
0.020000
0.020000
0.020000
0.020000
0.020000
0.020000
Page 11 of24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
o
Name: WR N2
Encroachment: No
Station(ft) Elevation (ft) Manning's N
D
-405.000
-380.000
-11 7.000
117.000
350.000
496.000
750.000
742.000
735.400
735.400
740.000
754.000
0.020000
0.020000
0.020000
0.020000
0.020000
0.020000
D
Name: WR N3
Encroachment: No
D
Station(ft)
Elevation (ft)
Manning's N
o
-477.000
-445.000
-110.000
110.000
148.000
0.020000
0.020000
0.020000
0.020000
0.020000
750.000
740.000
735.000
735.000
749.000
o
Name: WR N4
Encroachment: No
D
Station (ft)
Elevation (ft)
Manning's N
-333.000
-296.000
-120.000
120.000
131. 000
750.000
740.000
734.900
734.900
740.000
0.020000
0.020000
0.020000
0.020000
0.020000
D
Name: WR S BNDY
Encroachment: No
o
Station(ft) Elevation (ft) Manning's N
o
-460.000
-428.000
-131.000
131. 000
155.000
0.020000
0.020000
0.020000
0.020000
0.020000
750.000
738.000
734.400
734.400
754.000
o
Group: BASE
Group: BASE
Group: BASE
Group: BASE
==== Pipes ===============================================================================
o
Name: 146 ES - MH
Group: BASE
From Node: 146TH END SECT
To Node: 146TH MH W
UPSTREAM
Geometry: Circular
Span (in): 12.00
Rise (in): 12.00
Invert (ft) : 751.100
Manning's N: 0.013000
Top Clip(in): 0.000
Bot Clip(in): 0.000
DOWNSTREAM
Circular
12.00
12.00
750.500
0.013000
0.000
0.000
o
D
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
D
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
D
Length ( ft) :
Count:
Friction Equation:
Solution Algorithm:
Flow:
Entrance Loss Coef:
Exit Loss Coef:
Bend Loss Coef:
Outlet Ctrl Spec:
Inlet Ctrl Spec:
Stabilizer Option:
20.00
1
Average Conveyance
Automatic
Both
0.50
0.00
0.43
Use dc or tw
Use dn
None
Page 12 of24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
Name: 146TH MH RR-WR
Group: BASE
From Node: 146TH MH RR
To Node: WR N1
2750.00
1
Average Conveyance
Automatic
Both
0.50
1.00
0.00
Use dc or tw
Use dn
None
UPSTREAM
Geometry: Circular
Span (in) : 60.00
Rise(in): 60.00
Invert (ftl : 748.500
Manning's N: 0.013000
Top Clip(in): 0.000
Bot Clip(in): 0.000
DOWNSTREAM
Circular
60.00
60.00
747.000
0.013000
0.000
0.000
Length (ft) :
Count:
Friction Equation:
Solution Algorithm:
Flow:
Entrance Loss Coef:
Exit Loss Coef:
Bend Loss Coef:
Outlet Ctrl Spec:
Inlet Ctrl Spec:
Stabilizer Option:
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Name: EX 24" CMP
Group: BASE
UPSTREAM
Geometry: Circular
Span(in): 24.00
Rise(in): 24.00
Invert(ft}: 739.500
Manning's N: 0.022000
Top Clip(in): 0.000
Bot Clip{in}: 0.000
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
From Node: 146TH MH W
To Node: 146TH MH RR
DOWNSTREAM
Circular
42.00
42.00
748.500
0.013000
0.000
0.000
Length (ft) :
Count:
Friction Equation:
Solution Algorithm:
Flow:
Entrance Loss Coef:
Exit Loss Coef:
Bend Loss Coef:
Outlet Ctrl Spec:
Inlet Ctrl Spec:
Stabilizer Option:
Name: 146TH MH W - RR
Group: BASE
Geometry:
Span(in) :
Rise(in):
Invert (ft) :
Manning's N:
Top Clip (in) :
Bot Clip (in) :
UPSTREAM
Circular
42.00
42.00
750.500
0.013000
0.000
0.000
3420.00
1
Average Conveyance
Automatic
Both
0.50
0.00
0.00
Use dc or tw
Use dn
None
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
D
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
o
u
D
From Node: N7
To Node: WR N3
Length (ftl : 57.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 1.00
Bend Loss Coef: 0.00
Outlet Ctr1 Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
DOWNSTREAM
Circular
24.00
24.00
735.500
0.022000
0.000
0.000
D
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
D
D
D
o
Name: EX 28x35 RCP From Node: OFF-S4 Length(ft} : 196.00
Group: BASE To Node: N10 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Horz Ellipse Harz Ellipse Flow: Both
Span(in) : 45.00 45.00 Entrance Loss Coef: 0.50
Rise (in) : 28.00 28.00 Exit Loss Coef: 1.00
Invert (ft) : 747.300 746.000 Bend Loss Coef: 0.00
Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw
Top Clip(in}: 0.000 0.000 Inlet Ctr1 Spec: Use dn
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
Page 13 of24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
o
Upstream FHWA Inlet Edge Description:
Horizontal Ellipse Concrete: Square edge with headwall
Downstream FHWA Inlet Edge Description:
Horizontal Ellipse Concrete: Square edge with headwall
o
Name: EX 28x45 CMP
Group: BASE
From Node: OFF-S1
To Node: N9
D
UPSTREAM
Geometry: Horz Ellipse
Span (in): 45.00
Rise(in): 28.00
Invert (ft) : 749.100
Manning's N: 0.022000
Top Clip(in): 0.000
Bot Clip(in): 0.000
DOWNSTREAM
Horz Ellipse
45.00
28.00
748.000
0.022000
0.000
0.000
D
D
Upstream FHWA Inlet Edge Description:
Horizontal Ellipse Concrete: Square edge with headwall
Downstream FHWA Inlet Edge Description:
Horizontal Ellipse Concrete: Square edge with headwall
D
o
Name: EX 30" RCP From Node: N1
Group: BASE To Node: WR N1
UPSTREAM DOWNSTREAM
Geometry: Circular Circular
Span (in) : 30.00 30.00
Rise(in): 30.00 30.00
Invert (ft) : 742.600 737.000
Manning's N: 0.013000 0.013000
Top Clip (in) : 0.000 0.000
Bot Clip (in) : 0.000 0.000
o
o
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
D
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
o
Name: EX 9 TILE
Group: BASE
From Node: N9
To Node: WR N4
UPSTREAM
Geometry: Circular
Span(in): 12.00
Rise(in): 12.00
Invert (ft) : 736.600
Manning's N: 0.013000
Top C1ip(in): 0.000
Bot Clip(in): 0.000
DOWNSTREAM
Circular
12.00
12.00
735.400
0.013000
0.000
0.000
D
D
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
o
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
o
Length(ft): 42.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 0.00
Bend Loss Coef: 0.00
Outlet Ctrl Spec: Use de or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
Length(ft): 300.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 1.00
Bend Loss Coef: 0.00
Outlet Ctrl Spec: Use de or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
Length (ft) : 60.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 1.00
Bend Loss Coef: 0.00
Outlet Ctr1 Spec: Use de or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
Name: EX BRIDGE From Node: N15 Length (ft) : 30.00
Group: BASE To Node: EX BRIDGE Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Rectangular Rectangular Flow: Both
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Page 14 of24
Interconnected Channel and Pond Routing Model (ICPR) <92002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
Span (in) : 60.00
Rise(in): 60.00
Invert (ft) : 743.200
Manning's N: 0.013000
Top Clip(in): 0.000
" Bot Clip (in) : 0.000
60.00
60.00
743.000
0.013000
0.000
0.000
Entrance Loss Coef 0.50
Exit Loss Coef 0.00
Bend Loss Coef 0.00
Outlet Ctrl Spec Use dc or tw
Inlet Ctrl Spec Use dn
Stabilizer Option None
Upstream FHWA Inlet Edge Description:
Rectangular Box: 300 to 750 wingwall flares
Downstream FHWA Inlet Edge Description:
Rectangular Box: 300 to 750 wingwall flares
Name: EX CHANNEL
Group: BASE
UPSTREAM
Geometry: Trapezoidal
Invert(ft): 743.000
TClpInitZ(ft): 9999.000
Manning's N: 0.030000
Top Clip(ft): 0.000
Bot Clip(ft): 0.000
Main XSec:
AuxElev1(ft):
Aux XSec1:
AuxElev2 (ft) :
Aux XSec2:
Top Width(ft):
From Node: N3
To Node: WR N2
Length(ft): 90.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 1.00
Bend Loss Coef: 0.00
Outlet Ctrl spec: Use dc or tw
Inlet Ctrl spec: Use dn
Stabilizer Option: None
Name: FIELD BOX STR
Group: BASE
UPSTREAM
Geometry: Rectangular
Span (in) : 48.00 .
Rise(in): 48.00
Invert (ft) : 737.700
Manning's N: 0.013000
Top Clip(in): 0.000
Bot Clip(in): 0.000
DOWNSTREAM
Rectangular
48.00
48.00
736.000
0.013000
0.000
0.000
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Upstream FHWA Inlet Edge Description:
Rectangular Box: 300 to 750 wingwall flares
Downstream FHWA Inlet Edge Description:
Rectangular Box: 300 to 750 wingwall flares
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Name: RR BH - MH RR From Node: RR BH Length (ft) : 900.00
Group: BASE To Node: l46TH MH RR Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 24.00 24.00 Entrance Loss Coef: 0.50
Rise(in): 24.00 24.00 Exit Loss Coef: 0.00
Invert (ft) : 752.000 748.500 Bend Loss Coef: 0.70
Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw
Top Clip (in) : 0.000 0.000 Inlet Ctrl Spec: Use dn
Bot Clip (in) : 0.000 0.000 Stabilizer Option: None
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Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
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==========================================================================================
==== Channels ===============~===========~~=======================~=~=====================
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From Node: EX BRIDGE
To Node: N7
Length (ft) : 555.00
Count: 1
DOWNSTREAM
Trapezoidal
739.500
9999.000
0.030000
0.000
0.000
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Contraction Coef: 0.100
Expansion Coef: 0.300
Entrance' Loss Coef: 0.500
Exit Loss Coef: 0.000
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
Page 15 of 24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham village - Existing Conditions
Project # 5271.001
2/21/05
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Depth(ft) :
Bot Width(ft): 3.000
LtSdSlp(h/v): 10.00
RtSdSlp(h/v): 10.00
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Name: WR NI-N2
Group: BASE
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UPSTREAM
Geometry: Irregular
Invert (ft) : 736.800
TClpInitZ(ft): 9999.000
Manning's N:
Top Clip(ft): 0.000
Bot Clip(ft): 0.000
Main XSec: WR Nl
AuxElevl(ft): 0.000
Aux XSecl:
AuxElev2(ft): 0.000
Aux XSec2:
Top Width(ft):
Depth (ft) :
Bot Width(ft):
LtSdSlp(h/v) :
RtSdSlp(h/v) :
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Name: WR N2-N3
Group: BASE
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UPSTREAM
Geometry: Irregular
Invert (ft) : 735.400
TClpInitZ(ft): 9999.000
Manning's N:
Top Clip(ft): 0.000
Bot Clip(ft): 0.000
Main XSec: WR N2
AuxElevl(ft): 0.000
Aux XSec1:
AuxElev2(ft): 0.000
Aux XSec2:
Top Width (ft) :
Depth(ft) :
Bot Width (ft) :
LtSdS1p (h/v) :
RtSdSlp(h/v) :
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Name: WR N3-N4
Group: BASE
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UPSTREAM
Geometry: Irregular
Invert (ft) : 735.000
TClpInitZ(ft): 9999.000
Manning's N:
Top Clip(ft): 0.000
Bot Clip(ft): 0.000
Main XSec: WR N3
AuxElev1(ft): 0.000
Aux XSecl:
AuxElev2(ft): 0.000
Aux XSec2:
Top Width (ft) :
Depth (ft) :
Bot Width (ft) :
LtSdSlp(h/v) :
RtSdSlp(h/v) :
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D
D
3.000
10.00
10.00
From Node: WR Nl
To Node: WR N2
DOWNSTREAM
Irregular
735.400
9999.000
0.000
0.000
WR N2
0.000
0.000
From Node: WR N2
To Node: WR N3
DOWNSTREAM
Irregular
735.000
9999.000
0.000
0.000
WR N3
0.000
0.000
From Node: WR N3
To Node: WR N4
DOWNSTREAM
Irregular
734.900
9999.000
0.000
0.000
WR N4
0.000
0.000
Length (ft) : 6115.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Contraction Coef: 0.100
Expansion Coef: 0.300
Entrance Loss Coef: 0.000
Exit Loss Coef: 0.000
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
Length(ft): 1385.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Contraction Coef: 0.100
Expansion Coef: 0.300
Entrance Loss Coef: 0.000
Exit Loss Coef: 0.000
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer OptUon: None
Length(ft): 827.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Contraction Coef: 0.100
Expansion Coef: 0.300
Entrance Loss Coef: 0.000
Exit Loss Coef: 0.000
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
~=== Weirs =========================================================d=====================
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Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
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Name: EX 1 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
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Bottom Width(ft): 90.00
Left Side Slope (h/v) : 150.00
Right Side Slope (h/v) : 150.00
Invert (ft) : 747.600
Control Elevation (ft) : 747.600
Struct Opening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 10 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
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Bottom Width(ft): 40.00
Left Side Slope (h/v) : 100.00
Right Side Slope{h/v): 100.00
Invert (ft) : 746.700
Control Elevation (ft) : 746.700
Struct Opening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 11 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
D
Bottom Width(ft): 40.00
Left Side Slope (h/v) : 200.00
Right Side Slope (h/v) : 100.00
Invert (ft) : 748.700
Control Elevation(ft): 748.700
Struct Opening Dim(ft): 9999.00
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 12 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
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Bottom Width(ft): 20.00
Left Side Slope (h/v) : 40.00
Right Side Slope (h/v) : 40.00
Invert (ft) : 747.600
Control Elevation (ft) : 747.600
Struct Opening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 13 WEIR
Group: BASE
Flow: Both
From Node: N13
To Node: N15
Count: 1
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N1
N3
1
Trapezoidal
TABLE
N10
Nll
1
Trapezoidal
TABLE
Nll
N12
1
Trapezoidal
TABLE
N12
N13
1
Trapezoidal
TABLE
Page 17 of24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
Type: Vertical: Fread
Geometry: Trapezoidal
o
Bottom Width(ft): 60.00
Left Side Slope (h/v) : 100.00
Right Side Slope (h/v) : 100.00
Invert (ft) : 748.600
Control Elevation (ft) : 748.600
Struct Opening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 14 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
D
Bottom Width(ft): 30.00
Left Side Slope (h/v) : 30.00
Right Side Slope(h/v): 30.00
Invert (ft) : 755.100
Control Elevation(ft): 755.100
Struct Qpening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 16 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
D
Bottom Width(ft): 30.00
Left Side Slope (h/v) : 25.00
Right Side Slope (h/v) : 50.00
Invert (ft) : 751.800
Control Elevation (ft) : 751.800
Struct Opening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 17 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
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Bottom Width (ft) : 40.00
Left Side Slope (h/v) : 100.00
Right Side Slope (h/v) : 50.00
Invert (ft) : 752.300
Control Elevation(ft): 752.300
Struct Opening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 18 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node: N18
To Node: N19
Count: 1
Geometry: Trapezoidal
Bottom Width(ft): 50.00
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TABLE
N14
Nll
1
Trapezoidal
TABLE
N16
N15
1
Trapezoidal
TABLE
N17
Nl8
1
Trapezoidal
TABLE
Page 18 of24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham village - Existing Conditions
Project # 5271.001
2/21/05
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Left Side Slope (h/v) : 100.00
Right Side Slope(h/v): 100.00
Invert(ft): 751.600
Control Elevation(ft): 751.600
Struct Opening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 19 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
D
Bottom Width(ft): 50.00
Left Side Slope (h/v) : 200.00
Right Side Slope (h/v) : 200.00
Invert (ft) : 750.300
Control Elevation (ft) : 750.300
Struct Opening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 2 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
D
Bottom Width (ft) : 100.00
Left Side Slope (h/v) : 20.00
Right Side Slope (h/v) : 20.00
Invert (ft): 741.000
Control Elevation (ft) : 741.000
Struct Opening Dim(ft): 9999.00
Bottom C1ip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 20 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
o
Bottom Width(ft): 50.00
Left Side Slope (h/v) : 100.00
Right Side Slope (h/v) : 200.00
Invert (ft) : 752.500
Control Elevation (ft) : 752.500
Struct opening Dim(ft): 9999.00
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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D
Name: EX 22 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node: N22
To Node: N20
Count: 1
Geometry: Trapezoidal
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Bottom Width(ft): 40.00
Left Side Slope (h/v) : 150.00
Right Side Slope (h/v) : 150.00
Invert (ft) : 757.300
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TABLE
N19
SETL RIDGE POND
1
Trapezoidal
TABLE
N2
N3
1
Trapezoidal
TABLE
N20
146TH END SECT
1
Trapezoidal
TABLE
Page 19 of 24
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Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
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Control Elevation (ft) : 757.300
Struct Opening Dim(ft): 9999.00
TABLE
Q
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 4 WEIR
Group: BASE
, Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
D
Bottom Width(ft): 15.00
Left Side Slope (h/v) : 15.00
Right Side Slope (h/v) : 15.00
Invert (ft) : 753.800
Control Elevation(ft): 753.800
Struct Opening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 5 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
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Bottom Width(ft): 20.00
Left Side Slope (h/v) : 50.00
Right Side Slope (h/v) : 50.00
Invert (ft) : 756.600
Control Elevation (ft) : 756.600
Struct Opening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 6 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
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Bottom Width (ft) : 20.00
Left Side Slope (h/v) : 30.00
Right Side Slope (h/v) : 30.00
Invert (ft) : 753.500
Control Elevation (ft) : 753.500
Struct Opening Dim{ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 8 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node: N8
To Node: N9
Count: 1
Geometry: Trapezoidal
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Bottom Width(ft): 15.00
Left Side Slope (h/v) : 30.00
Right Side Slope (h/v) : 30.00
Invert (ft) : 747.500
Control Elevation (ft) : 747.500
Struct Opening Dim(ft): 9999.00
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N4
N5
1
Trapezoidal
TABLE
N5
N7
1
Trapezoidal
TABLE
N6
WR N3
1
Trapezoidal
TABLE
TABLE
Page 20 of 24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
D
Name: EX 9 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
D
Bottom Width(ft): 50.00
Left Side Slope (h/v) : 20.00
Right Side Slope (h/v) : 20.00
Invert (ft) : 740.100
Control Elevation (ft) : 740.100
Struct Opening Dim(ft): 9999.00
o
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
D
LJ
Name: Nl - WR Nl
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
D
Bottom Width(ft): 150.00
Left Side Slope (h/v) : 4.00
Right Side Slope (h/v) : 200.00
Invert (ft) : 750.000
Control Elevation(ft): 750.000
Struct Opening Dim(ft): 9999.00
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
Q
Q
Name: N3 - WR N2
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
o
Bottom Width(ft): 50.00
Left Si~e Slope (h/v) : 200.00
Right Side Slope (h/v) : 60.00
Invert (ft) : 749.700
Control Elevation (ft) : 749.700
Struct Opening Dim(ft): 9999.00
Bottom Clip(ft): 0.000
. Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
D
D
D
Name: N7 - WR N3
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
o
Bottom Width(ft): 60.00
Left Side Slope (h/v) : 70.00
Right Side Slope (h/v) : 70.00
Invert (ft) : 748.800
Control Elevation (ft) : 748.800
Struct Opening Dim(ft): 9999.00
D
Bottom C1ip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
o
N9
WR N4
1
Trapezoidal
TABLE
N1
WR N1
1
Trapezoidal
TABLE
N3
WR N2
1
Trapezoidal
TABLE
N7
WR N3
1
Trapezoidal
TABLE
Page 21 of24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
Orifice Discharge Coef: 0.600
==== Hydrology Simulations ===============================================================
Name: 002YR-24HR
Filename: R:\5K\5271\001\DRAlNAGE\PRE-DEVELOPED\002YR-24HR.R32
Override Defaults: Yes
Storm Duration (hrs) : 24.00
Rainfall File: Scsii-24
Rainfall Amount (in) : 2.90
Time (hrs)
Print Inc(min)
24.000 0.10
Name: 010YR-24HR
Filename: R:\5K\5271\001\DRAlNAGE\PRE-DEVELOPED\010YR-24HR.R32
Override Defaults: Yes
Storm Duration (hrs) : 24.00
Rainfall File: Scsii-24
Rainfall Amount (in) : 4.15
Time (hrs) Print Inc(min)
24.000 0.10
Name: 100YR-24HR
Filename: R:\5K\5271\001\DRAlNAGE\PRE-DEVELOPED\100YR-24HR.R32
Override Defaults: Yes
Storm Duration (hrs) : 24.00
Rainfall File: Scsii-24
Rainfall Amount (in) : 5.75
Time (hrs)
Print Inc(min)
24.000 0.10
==== Routing Simulations =================================================================
Name: 002YR-24HR Hydrology Sim: 002YR-24HR
Filename: R:\5K\5271\001\DRAlNAGE\PRE-DEVELOPED\002YR-24HR.I32
Execute: Yes
Alternative: No
Restart: No
Patch: No
Max Delta Z(ft): 1.00
Time Step Optimizer: 10.000
Start Time (hrs) : 0.000
Min Calc Time (sec) : 0.5000
Boundary Stages:
Delta Z Factor: 0.00500
End Time (hrs) : 24.00
Max Calc Time (sec) : 60.0000
Boundary Flows:
Time (hrs)
Print Inc(min)
24.000 1.000
Group Run
BASE
Yes
Name: 010YR-24HR Hydrology Sim: 010YR-24HR
Filename: R:\5K\5271\001\DRAlNAGE\PRE-DEVELOPED\010YR-24HR.I32
Execute: Yes
Alternative: No
Restart: No
Patch: No
Max Delta Z(ft): 1.00
Time Step Optimizer: 10.000
Start Time (hrs) : 0.000
Delta Z Factor: 0.00500
End Time(hrs): 30.00
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 22 of 24
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
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Min Calc Time (sec) : 0.5000
Boundary Stages:
Max Calc Time (sec) : 60.0000
Boundary Flows:
30.000
Time (hrs) Print Inc(min)
1.000
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Group
BASE
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Run
Yes
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Execute: Yes
Alternative: No
Name: 100YR-24HR Hydrology Sim: 100YR-24HR
Filename: R:\5K\5271\001\DRAlNAGE\PRE-DEVELOPED\100YR-24HR.I32
Restart: No
patch: No
o
Max Delta Z(ft):
Time Step Optimizer:
Start Time(hrs):
Min Calc Time (see) :
Boundary Stages:
D
1.00
10.000
0.000
0.5000
100YR-24HR
Delta Z Factor: 0.00500
End Time(hrs): 102.00
Max Calc Time(sec): 60.0000
Boundary Flows:
102.000 1.000
Time (hrs) Print Ine(min)
D
Group
BASE Yes
Run
o
Name: 100YR-24HR
==== Boundary Conditions =================================================================
Type: Stage
Time (hrs)
D
0.000
6.000
36.000
72.000
102.000
D
Name: 100YR-24HR
o
Time (hrs)
0.000
6.000
36.000
72.000
102.000
o
Name: 100YR-24HR
D
Time (hrs)
0.000
6.000
36.000
72.000
102.000
o
Name: 100YR-24HR
o
Time (hrs)
0.000
6.000
36.000
72.000
o
Node: WR N1
Stage(ft)
736.800
736.800
748.600
755.000
736.800
Node: WR N2
Type: Stage
Stage(ft)
735.400
735.400
745.800
752.000
735.400
Node: WR N3
Type: Stage
Stage(ft)
735.000
735.000
745.800
752.000
735.000
Node: WR N4
Type: Stage
Stage(ft)
734.900
734.900
745.800
752.000
. Page 23 of 24
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Existing Conditions
Project # 5271.001
2/21/05
102.000
734.900
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Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 24 of 24
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THE
SCHNEIDER
CORPORATION
HISTORIC FORT BARRISON
8901 Otis Avenue
Indianapolis, Indiana
.6216-1037
317-626-7100
317-826-7300 RESID~ FAX
317-826-7200 OFFICE FAX
Engineering
Surveying
Landscape Architecture
GIS . US
Geology
SCALE: 1" - 1 000'
EARLHAM VILLAGE PROPOSED DRAINAGE BASIN MAP
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R: \5k\5271\001\drolnoge\dralnoge reporldwg
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TQ,ble;:2,.2a,...,.~of,f;'cUFY~num.be.rs for urban areasl
Q>ver description
Curve numbers for
hydrologic soU group-
OOvertype andihydrolQgiccoridition
. Avefage "percent
impervi()us areal
B
c
A
D
DI?IVe1.qpirtq #t'ban (U'ea8
New.~~.~~l'l areas (Perv)9US areas only,
.' ~Qt~v.9~!at;jon)5. ';"~.' ...; .... · .,.;. · ~.' . . . . . ..~ . , . . . . . . . . H-.
. ItJl(r'~jliias~(G~~s:~,.det~ned.usmg cover .types
.' ..liimi~ '~o~ed~,ita~l~:'~);
'~.Av~~4coIfditionr.aritf"1u~"O;2S..,.' . .'. ,....' .,... .
aThe av.eragc'peteent: imperv.j~lJg aJ-ea .ilioWnwa& used .to .develop th~.compoSite ,ON's. Otl)~ra~umJjtionsJl(e 1Ul fo/lowS}:jltlperlj.oUs arel,t8
~ diriictli '<<n\neete.<!to: till! @ii~$ystem.JillPCrvious.'aj'eaShave'u''CN 0(>98; and per.viOllS 'areasal'e :coiuiitlered equivalent' to' open .
spa<:e in 'gQOd1iYdrOlo4Ti~'.conttitloh. 'CWSfor-otber!'C()riJbiriatiorfs:ul eqnd\'tiolJS'J'r!ayl:ic'oompMted 'uSi~g"r.gul'e 2-3 .orU. .
DCI'f.-s,tlhoWlParceqliivatent'to:tbose or pasture'. .ColnposiurCN's n'Jay'b'e <ool1l}lllted 1'or'dther:eollibimi.ti9ns 'OfOpelp3pace 'COVel~ '~ype,
4COmpo..'lite CN's' for natun\! d~ert land$cuping.shoUl<l, be computed 'usingfigut'eS,~-3':<it. 2:4 b~1)tl the"irt)~r'tioils'.lU~il rercenuige (eN
=;lJ8) .and..the per'\liousll1'eD',CN. The. pen'ious,.area CN'i;Il~ t$.'ull~edemuval~t:to' d~sen ahru~"'in''poor.,hydrologic'condition.
SComposite CN'8 to-use for the desjgn of tempOl'lJ.t;V~easures;dlirii'iggnidiitg.'and:tol'lstni(lqlm 'sh~liJ(fbc oompuwd psiJ)gtigure 2-3 or 24,
b8Sl:!d .onttie degree 1)fdev(llt.?pmcnt(impel'vioill;'a~percentage) and theCN's for the newly gt'lldcd pervious areas.
FuU1I~~urban area., (uegeUUionestabli8hedJ
Open spacea.awns;patks, go~f courses, cemeteries,
'~tc~)3..
Poor-:condition.,(grass cover < 50%) ..............
Fa~,.eonditionCgrass cover.50% to 75%). . . . . . . . . . .
GoOd.eondition'(grasscover.> 75%) .-.............
Iiriper.vi9us"areas; .'
'P3v~/e~1Qn~' lot!J, :roof$; driveways, etc;
le_mng::,tight:"Of;WaY), . . ... . . . . . . . . . ~ . . . .. . . . . .
'S.~~~~4;'~a.Wi.: . " .
p.jr~H;,u~'aiid'lltorm -$ewers (excluding
..rig1itoof;WaY)..:"~,,, .... . . .... . ... ... . . . . . ... ... . . . . . ...
J>av~;opeit:;ditcl1es(h1c1u~ng right-of,wa-y).... ....
.Gravel {including Jighoof.way) ......!............
Dirt.(inc}uding Jight.of.way) .................. ...
Wester~:4esert urbM ~as:
Natural ,desel~ 1an~ping (pervious.areas only)"...
. ~cial ~esert.m,ildseapi~{unpervioU$ weed
b81tie.r,c4esert;,~:,Witb~~,w;'2,incli.:sand
.~~~~ii:~:~;~::::~~ .
1"4'.~, ." ......". 't.~,~ ..;",:r.: f".-~...:<l" ~.~.,. .~:. . .:.. . .:... . ...... . . .. ,....
113..ilCre: ." ..... ... ... ~. ....... ......... 't ... ..".. ..",:':".' ,'e"....,,"
1.12 aore.. .......".......! ~.... ...... e.. ...... .......". .... ....
1 acre . ... ... . . . . . . . . . ... ,. . . . . .-. . . . . . . . <.' . .... . . . . . . .
,2 acres. ........ ,....... ...... .... ....... ... ~. !-... ........
68 79 86 89
49 69 79 84
39 61 74 80
98 98 '98 98
98 98 ~9$ 98
.as 89 92 93
76 85 89 91
72 82 87 89
'63 77 85 88,
'96 96. 96 96:
... :85. 89 92 94 95
..~. 'Sf: 88 91 93;
, .,65, .77 85 90 92'
,8.8 61 75 83 87
30 67 72 81 86
25 54 70 80 85.
20 51 68 79 84
12 46 65 77 82
77
86
91
94, . .
(210/VI~1:~51;Second::Ed., June. 1986)
2-:
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PROPOSED BASINS
Project # 5271.001
2/17/2005
Onsite
Basin Soil Group % Cover Type Percent of CN Weighted
B C 0 & condition this cover B C 0 CN
POND 1 100% 0% 0% Res. 1/4 - 1/8 Ac. 100% 80 86 89 80.0
POND 2 100% 0% 0% Res. 1/4 - 1/8 Ac. 100% 80 86 89 80.0
POND 3 56% 37% 8% Res. 1/4 - 1/8 Ac. 100% 80 86 89 83.7
POND 4 34% 24% 41% Res. 1f4 - 1f8 Ac. 88% 80 86 89 84.3
POND 4 100% 0% 0% Woods (Good) 12% 55 70 77 55.0
Final 80.8
POND 5 80% 3% 16% Res. 1/4 - 1/8 Ac. 100% 80 86 89 80.8
POND 6 100% 0% 0% Res. 1/4 - 1/8 Ac. 100% 80 86 89 80.0
PRWTLD 100% 0% 0% Res. 1/4 - 1/8 Ac. 8% 80 86 89 80.0
PR WTLD 72% 0% 28% Meadow 92% 58 71 78 63.6
Final 54.9
DIR WR N2 100% 0% 0% Meadow 100% 58 71 78 58.0
DIR WR N3 91% 0% 9% Meadow 24% 58 71 78 59.8
DIR WR N3 100% 0% 0% Woods (Good) 76% 55 70 77 55.0
Final 56.2
DIR WR N4 100% 0% 0% Meadow 79% 58 71 78 58.0
DIR WR N4 100% 0% 0% Woods (Good) 21% 55 70 77 55.0
Final 57.4
DIRN3 97% 0% 3% Meadow 97% 58 71 78 58.6
DIRN3 100% 0% 0% Res. 1/4 - 1/8 Ac. 3% 80 86 89 80.0
Final 59.2
DIR1 N7 95% 0% 5% Meadow 100% 58 71 78 59.0
DIR2 N7 100% 0% 0% Res. 1/4 - 1/8 Ac. 9% 80 86 89 80.0
DIR2 N7 69% 3% 29% Meadow 91% 58 71 78 64.8
Final 66.1
DIR N10 84% 0% 16% Res. 1/4 - 1/8 Ac. 32% 80 86 89 81.4
DIR N10 28% 0% 72% Meadow 68% 58 71 78 72.4
Final 75.3
DIR N11 86% 0% 14% Res. 1/4 - 1/8 Ac. 20% 80 86 89 81.3
DIR N11 13% 0% 87% Meadow 80% 58 71 78 75.4
Final 76.6
DIR N12 7% 0% 93% Meadow 100% 58 71 78 76.6
DIR N13 93% 4% 3% Res. 1/4 - 1/8 Ac. 44% 80 86 89 80.5
UIK Nl;S ;SlV/o U'ro bl:l'ro Meaaow ::>U'ro ::>lj fl {lj fl.lj
DIR N13 100% 0% 0% Woods (Good) 6% 55 70 77 55.0
Final 74.6
DIR N14 80% 0% 20% Meadow 100% 58 71 78 62.0
DIR N20 1% 15% 84% Meadow 100% 58 71 78 76.8
DIR N21 38% 20% 42% Meadow 100% 58 71 78 69.0
EX1 100% 0% 0% Meadow 100% 58 71 78 58.0
EX2 100% 0% 0% Meadow 100% 58 71 78 58.0
EX8 69% 31% 0% Meadow 100% 58 71 78 62.0
EX9 96% 7% 0% Meadow 100% 58 71 78 60.7
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PROPOSED BASINS
Project" 5271.001
2/17/2005
Off site
Basin Soil Group % Cover Type Percent of CN Weighted
B C 0 & condition this cover B C 0 CN
OFF-51 6% 94% 0% Impervious Area 75% 98 98 98 98.0
OFF-51 5% 95% 0% Open 5pace - Good 25% 61 74 80 73.4
Final 91.8
OFF-52 100% 0% 0% Farmstead 70% 74 82 86 74.0
OFF-52 100% 0% 0% Woods (Good) 30% 55 70 77 55.0
Final 68.3
OFF-53 100% 0% 0% Farmstead 97% 74 82 86 74.0
OFF-53 100% 0% 0% Woods (Good) 3% 55 70 77 55.0
Final 73.4
OFF-54 87% 0% 13% Farmstead 63% 74 82 86 75.6
OFF-54 85% 0% 15% Res. 1/8 Ac. 29% 85 90 92 86.1
OFF-54 100% 0% 0% Row Crops (Good- 5R) 8% 78 85 89 78.0
Final 78.8
OFF-55 100% 0% 0% Open 5pace (Good) 100% 61 74 80 61.0
OFF-56 19% 33% 48% Open 5pace (Good) 100% 61 74 80 74.4
r=::J r=::J r=::J CJ r=:J r=:J r::=J r::::=J CJ c:::::J t=J
r:=J t=J r:=J r:=J r=::J CJ
Time of Concentration Worksheet PROJECT:
Based on TR-55 JOB #: 5271.001
Typical values for Manning's n 2 year, 24 hour rainfall = 2.92 inches
Overland Flow Channel Flow minimum T_c = 5 minutes
Farmland 0.17 Grass 0.03
Dense Grass 0.24 Concrete 0.013
Woods-Light 0.40 Rip-Rap 0.035
I
POND 2 75 1 0.24 16 140 1 u 1.6 1 2436 2.50 16 33
POND 3 60 1 0.24 13 50 1 0.24 11 180 1 u 1.6 2 863 2.50 6 32
POND 4 75 1 0.24 16 240 1 u 1.6 2 1360 2.50 9 27
POND 5 130 1 0.24 24 150 1 u 1.6 2 1513 2.50 10 36
POND 6 105 1 0.24 20 160 1 u 1.6 2 781 2.50 5 27
t==J
CJ
r::=Jr:=JCJCJr:=Jr:=JCJCJCJCJeJ
eJ CJ t.=J t.=J r:=J
CJ
r::=J
-=:::J
Time of Concentration Worksheet PROJECT:
Based on TR-55 JOB #: 5271.001
Typical values for Manning's n 2 year, 24 hour rainfall = 2.92 inches
Overland Flow Channel Flow minimum T_c = 5 minutes
Farmland 0.17 Grass 0.03
Dense Grass 0.24 Concrete 0.013
Woods-Light 0.40 Rip-Rap 0.035
DIR WR N2 53 15.0 0.24 4 231 1.7 ;0.24 31 0 0 u 0.0 0 5800 3.00 32 67
DIR WR N3 300 0.4 0.24 68 0 0.0 0 0 168 8.3 u 4.6 1 0 3.00 0 69
DIR WR N3 51 3.5 u 3.0 0 0
DIR WR N3 ; 280 0.5 u 1.1 4 5
Total 74
DIR WR N4 200 0.8 0.24 38 100 16.0 0.24 7 0 0 u 0.0 0 0 3.00 0 44
DIR3 300 1.1 0.24 46 0 0.0 0 0 411 1.1 u 1.7 4 0 3.00 0 50
DIR3 3405 0.2 u 0.7 79 79
Total 128
DIR1 N7 300 4.2 0.24 27 0 0.0 0 0 75 0.5 u 1.1 1 0 3.00 0 28
DIR2 N7 215 4.2 0.24 20 0 0.0 0 0 210 1.6 u 2.0 2 0 3.00 0 22
DIR N10 300 2.5 0.24 33 0 0.0 0 0 267 2.5 u 2.6 2 0 3.00 0 35
DIR N11 273 2.2 0.24 32 0 0.0 0 0 0 0 u 0.0 0 0 3.00 0 32
DIR N12 110 3.5 0.24 13 190 1.0 0.24 33 210 1 u 1.6 2 0 3.00 0 48
DIR N13 300 2.3 0.24 34 0 0.0 0 0 150 2.3 u 2.4 1 0 3.00 0 35
DIR N13 640 0.3 u 0.9 12 12
Total 47
DIR N14 75 1.0 0.24 16 50 8.0 0.24 5 0 0 u 0.0 0 0 3.00 0 21
DIR N20 300 0.2 0.24 90 0 0.0 0 0 300 0.2 u 0.7 7 0 3.00 0 97
DIR N20 95 2.1 u 2.3 1 1
Total 98
DIR N21 300 1.2 0.24 44 0 0.0 0 0 140 1.2 u 1.8 1 0 3.00 0 45
DIR N21 385 0.2 u 0.7 9 9
Total 54
EX 1 290 1.1 0.24 44 0 0.0 0 0 550 1.1 u 1.7 5 0 3.00 0 50
EX 1 100 2.7 u 2.7 1 1
Total 51
EX2 187 0.5 0.24 43 0 0.0 0 0 2860 0.2 u 0.7 66 0 3.00 0 109
EX8 187 4.3 0.24 18 0 0.0 0 0 0 0 u 0.0 0 0 3.00 0 18
EX9 193 1.1 0.24 32 107 lU.~ U.".. ts V U U V.V 0 0 3.00 0 40
t=J
r:=J
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r:=J
r=J
Earlham Village - Developed Conditions
Project # 5271.001
2/18/05
Nodes
A Stage/Area
V Stage/Volume
T Time/Stage
M Manhole
Basins
o Overland Flow
U SCS Unit Hydro
S Santa Barbara
Links
P Pipe
W Weir
C Channel
D Drop Structure
B Bridge
R Rating CUrve
H Breach
r::=J
r::=J
r=J
r=J
r:=J
r=J
r=J
r=J
r:=J
r=J
t=J
t=J
r:=J
r=J
~:~ ~"'~~
;r: ....~~.....~ ~. ~m}r~
~'-~~~r+E~~~~ I~- .~
i.._.._. ["-"-'l
~ ._~~.
~'_. ~ ~o.
=;:;-:: I;;;;;;';;;;': -
~....mm..m..,j dO.. ..---
- .....
[:~"~'. .-. :Z;,'''. ':o. .:. .
~
,........
~.~::.:::...J~
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Interconnected Channel and Pond Routing Model (ICPR) @2002 Strean1line Technologies, Inc.
0
Ear1ham Village - Developed Conditions
D Project # 5271.001
2/21/05
Max Warning Max Delta Max Surf Max Max
Name Simulation Stage Stage Stage Area Inflow Outflow
ft ft ft ft2 cfs cfs
D 146TH END SECT 002YR-24HR 752.04 752.50 -0.005 61024 2.93 2.10
14 6TH END SECT 010YR-24HR 752.22 752.50 -0.005 84914 7.53 4.50
146TH END SECT 100YR-24HR 752.87 752.50 -0.007 504614 14.60 5.35
0 146TH MH RR 002YR-24HR 750.41 759.50 0.004 12423 18.48 13.08
146TH MH RR 010YR-24HR 750.82 759.50 0.004 12459 25.65 18.88
146TH MH RR 100YR-24HR 754.98 759.50 0.004 756 34.59 26.86
146TH MH W 002YR-24HR 752.01 757.50 0.005 6057 12.92 10.19
146TH MH W 010YR-24HR 752.25 757.50 0.005 6068 15.84 13.08
0 146TH MH W 100YR-24HR 754.84 757.50 0.005 413 19.80 17 .01
N1 002YR-24HR 742.79 745.30 0.000 302 0.25 0.25
N1 010YR-24HR 743.06 745.30 -0.001 387 1.22 1.21
N1 100YR-24HR 754.40 745.30 -0.005 59331 3.20 480.71
D N10 002YR-24HR 746.81 746.70 0.003 87820 21. 74 5.60
N10 010YR-24HR 746.98 746.70 0.004 96996 41. 23 29.95
N10 100YR-24HR 751. 27 746.70 0.003 322906 66.49 61. 06
Nll 002YR-24HR 745.94 748.70 0.003 219731 21. 22 0.00
0 Nll 010YR-24HR 746.69 748.70 0.003 346698 47.58 0.00
Nll 100YR-24HR 751.27 748.70 0.002 2240187 115.00 267.07
N12 002YR-24HR 746.64 747.60 0.003 50451 5.08 0.00
N12 010YR-24HR 747.13 747.60 0.003 71502 10.39 0.00
0 N12 100YR-24HR 751. 28 747.60 0.003 250150 267.07 292.97
N13 002YR-24HR 746.52 748.30 0.002 285779 34.08 0.00
N13 010YR-24HR 747.16 748.30 0.003 424551 72.29 0.00
N13 100YR-24HR 751. 28 748.30 0.002 2223326 292.97 531.07
D N14 002YR-24HR 749.54 755.10 0.001 6576 0.60 0.00
N14 010YR-24HR 750.16 755.10 0.001 11254 2.18 0.00
N14 100YR-24HR 750.78 755.10 0.002 17741 4.87 0.00
N2 002YR-24HR 738.49 741. 00 0.003 78778 1.77 0.00
D N2 010YR-24HR 739.08 741. 00 0.002 1477 4 7 7.38 0.00
N2 100YR-24HR 754.22 741. 00 0.003 7129442 18.54 951.88
N20 002YR-24HR 752.17 752.50 0.002 198576 10.23 0.00
N20 010YR-24HR 752.54 752.50 0.002 304451 20.98 1.19
N20 100YR-24HR 752.87 752.50 0.002 399859 36.28 9.69
0 N3 002YR-24HR 738.22 749.70 -0.004 62339 6.20 4.87
N3 010YR-24HR 738.85 749.70 -0.004 130875 23.78 15.00
N3 100YR-24HR 754.22 749.70 0.003 9889318 16758.25 15998.23
0 N8 002YR-24HR 741. 67 747.50 0.003 5485 0.94 0.00
N8 010YR-24HR 742.67 747 .50 0.003 10205 3.38 0.00
N8 100YR-24HR 752.00 747.50 0.005 92781 7.46 14.61
N9 002YR-24HR 739.02 740.10 -0.015 14907 7.78 5.64
N9 010YR-24HR 740.05 740.10 -0.015 28582 12.87 6.66
D N9 100YR-24HR 752.00 740.10 -0.015 187313 27.98 82.82
OFF-51 002YR-24HR 750.03 751.80 0.002 58699 16.44 7.38
OFF-51 010YR-24HR 750.31 751.60 0.002 60915 25.59 11. 56
OFF-51 100YR-24HR 751.99 751. 60 0.001 73995 37.22 17.25
D OFF-S4 002YR-24HR 746.66 755.20 0.005 11355 15.65 13.64
OFF-54 010YR-24HR 749.32 755.20 0.004 16012 30.60 25.20
OFF-S4 100YR-24HR 751.27 755.20 0.004 36452 51. 02 39.06
0 POND 1 002YR-24HR 751.57 754.00 -0.003 53601 44.22 14. 04
POND 1 010YR-24HR 752.62 754.00 0.004 56662 83.14 33.56
POND 1 100YR-24HR 754.01 754.00 0.004 64626 136.33 55.32
POND 2 002YR-24HR 748.20 751.00 0.002 129568 27.81 4.61
POND 2 010YR-24HR 748.84 751.00 0.002 133965 61. 47 16.07
0 POND 2 100YR-24HR 750.47 751.00 -0.003 144491 109.08 18.81
POND 3 002YR-24HR 746.10 748.50 -0.002 72265 23.49 14.53
POND 3 010YR-24HR 747.32 748.50 -0.005 77 61 7 45.01 33.58
POND 3 100YR-24HR 748.56 748.50 -0.005 81433 79.26 45.81
D POND 4 002YR-24HR 748.19 751.00 0.001 281016 96.62 14 .41
POND 4 010YR-24HR 749.22 751.00 -0.003 291265 181. 78 33.83
POND 4 100YR-24HR 751.07 751. 00 -0.003 306939 304.76 46.70
POND 5 002YR-24HR 750.41 753.00 0.002 133423 66.11 12.66
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Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 1 of2
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Max Warning Max Delta Max Surf Max Max
Name Simulation Stage Stage Stage Area Inflow Outflow
ft ft ft ft2 cfs cfs
POND 5 010YR-24HR 751.57 753.00 -0.003 142630 131. 34 40.96
POND 5 100YR-24HR 753.29 753.00 0.003 154637 256.43 76.17
POND 6 002YR-24HR 773.02 775.00 0.003 47917 34.55 5.92
POND 6 010YR-24HR 774.14 77 5.00 0.004 51694 69.19 21.47
POND 6 100YR-24HR 775.18 77 5.00 0.005 52854 118.32 74.71
PR WTLD 002YR-24HR 743.00 744.50 0.000 157 19.38 0.00
PR WTLD 010YR-24HR 743.00 744.50 0.000 157 50.07 0.00
PR WTLD 100YR-24HR 752.00 744.50 -8.000 5915 531.07 0.00
WR Nl 002YR-24HR 736.80 750.00 0.000 363 16.38 0.00
WR Nl 010YR-24HR 736.80 750.00 0.000 363 25.64 0.00
WR Nl 100YR-24HR 755.00 750.00 0.007 2224408 603.01 111342.91
WR N2 002YR-24HR 735.40 750.00 0.000 9 5.61 0.00
WR N2 010YR-24HR 735.40 750.00 0.000 9 17.05 0.00
WR N2 100YR-24HR 752.00 750.00 0.006 3100702 127310.05 16971.45
WR N3 002YR-24HR 735.00 749.00 0.000 0 0.29 0.00
WR N3 010YR-24HR 735.00 749.00 0.000 0 1. 60 0.00
WR N3 100YR-24HR 752.00 749.00 0.006 718778 16971. 45 7548.41
WR N4 002YR-24HR 734.90 740.10 0.000 18 5.74 0.00
WR N4 010YR-24HR 734.90 740.10 0.000 18 6.87 0.00
WR N4 100YR-24HR 752.00 740.10 0.006 208509 7573.57 0.00
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 2 of2
0
Earlharn Village - Developed Conditions
0 Project # 5271.001
2/21/05
Simulation Basin Group Time Max Flow Max Volume Volume
hrs cfs in ft3
D 002YR-24HR 146TH EAST BASE 12.08 8.30 2.67 30184
010YR-24HR 146TH EAST BASE 12.08 11. 98 3.91 44278
100YR-24HR 14 6TH EAST BASE 12.08 16.66 5.50 62345
002YR-24HR 14 6TH MID BASE 12.11 9.16 2.66 37430
010YR-24HR 146TH MID BASE 12.11 13.22 3.91 54908
D 100YR-24HR 146TH MID BASE 12.11 18.40 5.50 77312
002YR-24HR 14 6TH WEST BASE 12.12 11.81 2.66 47676
010YR-24HR 146TH WEST BASE 12.12 17.04 3.91 69937
100YR-24HR 146TH WEST BASE 12.12 23.70 5.50 98475
0 002YR-24HR DIR N10 BASE 12.29 8.96 0.91 45829
010YR-24HR DIR N10 BASE 12.29 18.58 1. 80 90617
100YR-24HR DIR N10 BASE 12.21 32.40 3.09 155823
0 002YR-24HR DIR Nll BASE 12.23 21.23 0.98 100319
010YR-24HR DIR Nll BASE 12.23 42.87 1. 90 194356
100YR-24HR DIR Nll BASE 12.23 73.36 3.22 329812
002YR-24HR DIR N12 BASE 12.37 5.08 0.98 32061
010YR-24HR DIR N12 BASE 12.37 10.39 1. 90 62110
0 100YR-24HR DIR N12 BASE 12.37 17.93 3.22 105392
002YR-24HR DIR N13 BASE 12.43 34.08 0.87 216066
010YR-24HR DIR N13 BASE 12.43 72 .29 1. 75 432118
100YR-24HR DIR N13 BASE 12.32 128.57 3.02 748540
0 002YR-24HR DIR N14 BASE 12.18 0.60 0.36 3319
010YR-24HR DIR N14 BASE 12.13 2.18 0.94 8729
100YR-24HR DIR N14 BASE 12.13 4.87 1. 92 17757
002YR-24HR DIR N20 BASE 13.07 9.83 0.99 104578
0 010YR-24HR DIR N20 BASE 12.85 19.99 1. 91 201992
100YR-24HR DIR N20 BASE 12.85 34.68 3.24 342088
002YR-24HR DIR N21 BASE 12.48 2.93 0.62 23211
010YR-24HR DIR N21 BASE 12.48 7.53 1. 36 51369
D 100YR-24HR DIR N21 BASE 12.48 14.60 2.52 94781
002YR-24HR DIR N3 BASE 13.75 6.20 0.28 126302
010YR-24HR DIR N3 BASE 13.50 23.78 0.80 364845
100YR-24HR DIR N3 BASE 13.50 57.52 1. 70 778730
D 002YR-24HR DIR WR N2 BASE 12.95 1.55 0.24 23620
010YR-24HR DIR WR N2 BASE 12.66 7.11 0.73 71542
100YR-24HR DIR WR N2 BASE 12.66 18.62 1. 60 156247
002YR-24HR DIR WR N3 BASE 13.16 0.29 0.20 5554
D 010YR-24HR DIR WR N3 BASE 12.83 1. 60 0.64 18263
100YR-24HR DIR WR N3 BASE 12.66 4.41 1. 46 41430
002YR-24HR DIR WR N4 BASE 12.52 0.18 0.23 2315
010YR-24HR DIR WR N4 BASE 12.42 0.95 0.70 7194
100YR-24HR DIR WR N4 BASE 12.42 2.54 1. 55 15903
D 002YR-24HR EX 1 BASE 12.69 0.25 0.24 3313
010YR-24HR EX 1 BASE 12.47 1.22 0.73 10040
100YR-24HR EX 1 BASE 12.47 3.20 1. 60 21933
D 002YR-24HR EX2 BASE 13.56 1. 77 0.24 34105
010YR-24HR EX2 BASE 13.32 7.38 0.73 103290
100YR-24HR EX2 BASE 13.08 18.54 1. 60 225578
002YR-24HR EX8 BASE 12.12 0.94 0.36 4688
0 010YR-24HR EX8 BASE 12.12 3.38 0.94 12326
100YR-24HR EX8 BASE 12.08 7.46 1. 92 25074
002YR-24HR EX9 BASE 12.44 0.58 0.32 5421
010YR-24HR EX9 BASE 12.36 2.33 0.87 14855
100YR-24HR EX9 BASE 12.36 5.50 1. 81 30875
0 002YR-24HR OFF-S1 BASE 12.35 16.44 2.05 90153
010YR-24HR OFF-S1 BASE 12.35 25.60 3.24 142661
100YR-24HR OFF-S1 BASE 12.35 37.23 4.79 211280
0 002YR-24HR OFF-S2 BASE 12.56 1. 96 0.59 15613
010YR-24HR OFF-S2 BASE 12.56 5.16 1.32 35070
100YR-24HR OFF-S2 BASE 12.56 10.11 2.45 65285
002YR-24HR OFF-S3 BASE 12.56 4.98 0.81 35493
010YR-24HR OFF-S3 BASE 12.56 11. 02 1. 66 72400
0
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Simulation Basin Group Time Max Flow Max Volume Volume
hrs cfs in ft3
100YR-24HR OFF-S3 BASE 12.56 19.83 2.92 127010
002YR-24HR OFF-S4 BASE 12.31 15.85 1.10 83995
010YR-24HR OFF-S4 BASE 12.31 30.61 2.07 157492
100YR-24HR OFF-S4 BASE 12.31 51. 03 3.43 261558
002YR-24HR OFF-S5 BASE 12.15 1.36 0.33 5041
010YR-24HR OFF-S5 BASE 12.12 4.89 0.89 13678
100YR-24HR OFF-S5 BASE 12.12 10.67 1. 84 28284
002YR-24HR OFF-S6 BASE 12.16 2.66 0.86 10474
010YR-24HR OFF-S6 BASE 12.11 5.58 1. 73 21012
100YR-24HR OFF-S6 BASE 12.11 9.85 3.01 36472
002YR-24HR POND 1 BASE 12.23 44.25 1.17 203116
010YR-24HR POND 1 BASE 12.23 83.17 2.16 374333
100YR-24HR POND 1 BASE 12.23 136.38 3.55 614588
002YR-24HR POND 2 BASE 12.25 20.82 1.17 97727
010YR-24HR POND 2 BASE 12.25 39.12 2.16 180100
100YR-24HR POND 2 BASE 12.25 64.13 3.55 295687
002YR-24HR POND 3 BASE 12.23 22.04 1. 41 99484
010YR-24HR POND 3 BASE 12.23. 38.74 2.47 174341
100YR-24HR POND 3 BASE 12.23 60.90 3.93 276706
002YR-24HR POND 4 BASE 12.18 94.91 1. 22 386543
010YR-24HR POND 4 BASE 12.18 175.22 2.23 704408
100YR-24HR POND 4 BASE 12.18 284.08 3.63 1147840
002YR-24HR POND 5 BASE 12.24 66.12 1.18 327343
010YR-24HR POND 5 BASE 12.24 125.05 2.17 602557
100YR-24HR POND 5 BASE 12.24 205.85 3.56 988502
002YR-24HR POND 6 BASE 12.18 30.48 1.17 124688
010YR-24HR POND 6 BASE 12.18 57.13 2.16 229779
100YR-24HR POND 6 BASE 12.18 93.50 3.55 377240
002YR-24HR PR WTLD BASE 12.32 4.90 0.46 31482
010YR-24HR PR WTLD BASE 12.25 14 .91 1.11 76431
100YR-24HR PR WTLD BASE I 12.25 31. 38 2.16 148840
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 2 of2
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Earlham Village - Developed Conditions
D Project # 5271.001
2/21/05
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
cfs cfs ft ft
0 146 ES - MH 002YR-24HR 2.100 0.532 752.037 752.012
146 ES - MH 010YR-24HR 4.502 -2.157 752.220 752.251
146 ES - MH 100YR-24HR 5.355 -2.253 752.867 754.843
146TH MH RR-WR 002YR-24HR 13.077 -0.033 750.414 747.993
0 146TH MH RR-WR 010YR-24HR 18.877 0.039 750.816 748.199
146TH MH RR-WR 100YR-24HR 26.864 -2.108 754.982 755.000
146TH MH W - RR 002YR-24HR 10.191 -1. 068 752.012 750.414
146TH MH W - RR 010YR-24HR 13.084 -0.955 752.251 750.816
D 146TH MH W - RR 100YR-24HR 17 .009 -0.895 754.843 754.982
BIO-SWALE 002YR-24HR 0.000 0.000 746.525 743.000
BIO-SWALE 010YR-24HR 0.000 0.000 747.158 743.000
BIO-SWALE 100YR-24HR 531.066 -366.923 751. 278 752.000
0 EX 1 WEIR 002YR-24HR 0.000 0.000 742.791 738.216
EX 1 WEIR 010YR-24HR 0.000 0.000 743.058 738.849
EX 1 WEIR 100YR-24HR 17058.256 409.687 754.397 754.219
EX 10 WEIR 002YR-24HR 5.601 0.054 746.809 745.937
0 EX 10 WEIR 010YR-24HR 29.949 0.158 746.982 746.695
EX 10 WEIR 100YR-24HR 61. 064 28.705 751.275 751.275
EX 11 WEIR 002YR-24HR 0.000 0.000 745.937 746.645
EX 11 WEIR 010YR-24HR 0.000 0.000 746.695 747.133
D EX 11 WEIR 100YR-24HR 267.072 9.308 751. 275 751.275
EX 12 WEIR 002YR-24HR 0.000 0.000 746.645 746.525
EX 12 WEIR 010YR-24HR 0.000 0.000 747.133 747.158
EX 12 WEIR 100YR-24HR 292.965 6.463 751.275 751.278
D EX 2 WEIR 002YR-24HR 0.000 0.000 738.495 738.216
EX 2 WEIR 010YR-24HR 0.000 0.000 739.084 738.849
EX 2 WEIR 100YR-24HR 951.881 92.174 754.218 754.219
EX 20 WEIR 002YR-24HR 0.000 0.000 752.169 752.037
D EX 20 WEIR 010YR-24HR 1.194 0.009 752.536 752.220
EX 20 WEIR 100YR-24HR 9.687 0.133 752.867 752.867
EX 28x35 RCP 002YR-24HR 13.839 -0.050 748.677 746.820
EX 28x35 RCP 010YR-24HR 25.203 -0.054 749.320 747.137
EX 28x35 RCP 100YR-24HR 39.085 -0.623 751. 27 5 751. 275
D EX 28x45 CMP 002YR-24HR 7.382 -0.025 750.032 748.550
EX 28x45 CMP 010YR-24HR 11. 576 -0.022 750.315 748.688
EX 28x45 CMP 100YR-24HR 17.246 -8.497 751. 992 752.000
D EX 30" RCP 002YR-24HR 0.248 0.005 742.791 737.120
EX 30" RCP 010YR-24HR 1.211 -0.005 743.058 737.254
EX 30" RCP 100YR-24HR 59.502 7.766 754.397 755.000
EX 8 WEIR 002YR-24HR 0.000 0.000 741. 673 739.018
EX 8 WEIR 010YR-24HR 0.000 0.000 742.674 740.047
D EX 8 WEIR 100YR-24HR 14.609 -14.846 752.000 752.000
EX 9 TILE 002YR-24HR 5.642 3.716 739.018 736.344
EX 9 TILE 010YR-24HR 6.656 3.716 740.047 736.370
EX 9 TILE 100YR-24HR 5.782 3.716 752.000 752.000
D EX 9 WEIR 002YR-24HR 0.000 0.000 739.018 734. 900
EX 9 WEIR 010YR-24HR 0.000 0.000 740.047 734.900
EX 9 WEIR 100YR-24HR 82.597 79.050 752.000 752.000
D FIELD BOX STR 002YR-24HR 4.873 10.103 738.216 736.225
FIELD BOX STR 010YR-24HR 14.997 -0.099 738.849 736.460
FIELD BOX STR 100YR-24HR 279.510 49.442 754.219 752.000
N1 - WR N1 002YR-24HR 0.000 0.000 742.791 736.800
N1 - WR N1 010YR-24HR 0.000 0.000 743.058 736.800
0 N1 - WR N1 100YR-24HR 589.199 74.851 754.397 755.000
N3 - WR N2 002YR-24HR 0.000 0.000 738.216 735.400
N3 - WR N2 010YR-24HR 0.000 0.000 738.849 735.400
N3 - WR N2 100YR-24HR 15860.188 -3.896 754.219 752.000
D POND 1 - POND 2 002YR-24HR 14.039 -0.270 751. 569 748.147
POND 1 - POND 2 010YR-24HR 33.563 -0.268 752.618 748.862
POND 1 - POND 2 100YR-24HR 55.317 -14.313 754. 009 750.392
POND 2-PR WTLD 002YR-24HR 4.608 0.013 748.197 743.489
0
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Earlham Village - Developed Conditions
Project # 5211.001
2/21/05
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
cfs cfs ft ft
POND 2-PR WTLD 010YR-24HR 16.010 -9.322 148.845 144.426
POND 2-PR WTLD 100YR-24HR 18.812 9.326 150.471 747.372
POND 3-PR WTLD 002YR-24HR 14.532 -0.032 146.101 744.161
POND 3-PR WTLD 010YR-24HR 33.519 -0.081 141.323 144.196
POND 3-PR WTLD 100YR-24HR 45.811 6.504 748.564 747.371
POND 4 - POND 3 002YR-24HR 14.409 -5.981 148.188 746.101
POND 4 - POND 3 010YR-24HR 33.832 -9.524 749.223 747.323
POND 4 - POND 3 100YR-24HR 46.701 -9.881 151.074 148.564
POND 5 - POND 4 002YR-24HR 12.661 -0.531 150.413 148.061
POND 5 - POND 4 010YR-24HR 40.959 -11.401 751. 570 749.221
POND 5 - POND 4 100YR-24HR 76.168 -3.681 153.288 151.014
POND 6 - POND 5 002YR-24HR 5.923 0.020 773.022 749.592
POND 6 - POND 5 010YR-24HR 21.415 0.043 114.145 750.089
POND 6 - POND 5 100YR-24HR 14.109 -39.459 115.178 753.214
PR 14 WEIR 002YR-24HR 0.000 0.000 149.540 748.191
PR 14 WEIR 010YR-24HR 0.000 0.000 750.160 748.845
PR 14 WEIR 100YR-24HR 0.000 0.000 750.780 750.471
WR N1-N2 002YR-24HR 0.000 0.000 136.800 735.400
WR N1-N2 010YR-24HR 0.000 0.000 136.800 735.400
WR N1-N2 100YR-24HRll1342.906 25.114 155.000 752.000
WR N2-N3 002YR-24HR 0.000 0.000 135.400 735.000
WR N2-N3 010YR-24HR 0.000 0.000 135.400 135.000
WR N2-N3 100YR-24HR 16911.449 -363.504 152.000 752.000
WR N3-N4 002YR-24HR 0.000 0.000 735.000 134.900
WR N3-N4 010YR-24HR 0.000 0.000 735.000 134.900
WR N3-N4 100YR-24HR 7548.410 243.166 152.000 152.000
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Techn(jlogies, Inc.
Page 2 of2
0
Earlham Village - Developed Conditions
Project # 5271.001
0 2/21/05
Name: 146TH EAST 146TH MID 146TH WEST DIR N10 DIR Nll
D Group: BASE BASE BASE BASE BASE
Type: SCS SCS SCS SCS SCS
Node: WR N1 146TH MH RR 146TH MH W N10 Nll
Status: Onsite Onsite Onsite Onsite Onsite
Unit Hyd: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Fact: 484.0 484.0 484.0 484.0 484.0
D Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24
Rain Amount (in) : 0.000 0.000 0.000 0.000 0.000
Storm Dur(hrs): 0.00 0.00 0.00 0.00 0.00
TC (min) : 18.00 23.00 22.00 35.00 32.00
Time Shift (hrs) : 0.00 0.00 0.00 0.00 0.00
D Area (ac) : 3.120 3.870 4.930 13.880 28.240
Curve Num: 98.00 98.00 98.00 75.30 76.60
DCIA(') : 0.00 0.00 0.00 0.00 0.00
Max Q(cfs) : 999999.000 999999.000 999999.000 999999.000 999999.000
D Name: DIR N12 DIR N13 DIR N14 DIR N20 DIR N21
Group: BASE BASE BASE BASE BASE
Type: SCS SCS SCS SCS SCS
Node: N12 N13 N14 N20 14 6TH END SECT
Status: Onsite Onsite Onsite Onsite Onsite
0 Unit Hyd: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Fact: 484..0 484.0 484.0 484.0 484..0
Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24.
Rain Amount (in) : 0.000 0.000 0.000 0.000 0.000
Storm Dur (hrs) : 0.00 0.00 0.00 0.00 0.00
D TC (min) : 48.00 47.00 21. 00 98.00 54.00
Time Shift (hrs) : 0.00 0.00 0.00 0.00 0.00
Area (ac) : 9.020 68.170 2.550 29.120 10.380
Curve Num: 76.60 74.60 62.00 76.80 69.00
DCIA(') : 0.00 0.00 0.00 0.00 0.00
Max Q(cfs) : 999999.000 999999.000 999999.000 999999.000 999999.000
0 Name: DIR N3 DIR WR N2 DIR WR N3 DIR WR N4 EX 1
Group: BASE BASE BASE BASE BASE
Type: SCS SCS SCS SCS SCS
0 Node: N3 WR N2 WR N3 WR N4 N1
Status: Onsite Onsite Onsite Onsite Onsite
Unit Hyd: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Fact: 484.0 484.0 484.0 484.0 484.0
Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24.
Rain Amount (in) : 0.000 0.000 0.000 0.000 0.000
0 Storm Dur (hrs) : 0.00 0.00 0.00 0.00 0.00
TC (min) : 128.00 67.00 74.00 44.00 51. 00
Time Shift (hrs) : 0.00 0.00 0.00 0.00 0.00
Area (ac) : 126.380 26.900 7.820 2.820 3.780
Curve Num: 59.20 58.00 56.20 57.40 58.00
D DCIA(') : 0.00 0.00 0.00 0.00 0.00
Max Q(cfs) : 999999.000 999999.000 999999.000 999999.000 999999.000
Name: EX2 EX8 EX9 OFF-S1 OFF-S2
Group: BASE BASE BASE BASE BASE
0 Type: SCS SCS SCS SCS SCS
Node: N2 N8 N9 OFF-S1 POND 6
Status: Onsite Onsite Onsite Offsite Offsite
Unit Hyd: Uh484 UM 8 4. UM 8 4 Uh484 UM 8 4
Peaking Fact: 484.0 484.0 484.0 484.0 484..0
0 Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24
Rain Amount (in) : 0.000 0.000 0.000 0.000 0.000
Storm Dur(hrs): 0.00 0.00 0.00 0.00 0.00
TC (min) : 109.00 18.00 40.00 43.00 53.00
Time Shift (hrs) : 0.00 0.00 0.00 0.02 0.08
Area (ac) : 38.830 3.600 4.690 12.14.0 7.34.0
0 Curve Num: 58.00 62.00 60.70 91. 80 68.30
DCIA(') : 0.00 0.00 0.00 0.00 0.00
Max Q(cfs) : 999999.000 999999.000 999999.000 999999.000 999999.000
0 Name: OFF-S3 OFF-S4 OFF-S5 OFF-S6 POND 1
Group: BASE BASE BASE BASE BASE
Type: SCS SCS SCS SCS SCS
Node: POND 6 OFF-S4 POND 6 N20 POND 1
Status: Offsite Offsite Offsite Offsite Onsite
D Unit Hyd: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Fact: 484.0 484.0 484.0 484.0 484.0
Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24
Rain Amountlin): 0.000 0.000 0.000 0.000 0.000
Storm Dur(hrs): 0.00 0.00 0.00 0.00 0.00
TC (min) : 54.00 39.00 10.00 23.00 32.00
D
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page I of2
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Earlham Village - Developed Conditions
Project * 5271.001
2/21/05
Time Shift (hrs) 0.08 0.00
Area (ac) 12.000 21.010
Curve Num 73.40 78.80
DCIA(%) 0.00 0.00
Max Q(cfs) 999999.000 999999.000
Name POND 2 POND 3
Group BASE BASE
Type SCS SCS
Node POND 2 POND 3
Status Onsite Onsite
Unit Hyd Uh484 Uh484
Peaking Fact 484.0 484.0
Rain File Scsii-24 Scsii-24
Rain Amount (in) 0.000 0.000
Storm Dur(hrs) 0.00 0.00
TC(min) 33.00 32.00
Time Shift (hrs) 0.00 0.00
Area (ac) 22.940 19.420
Curve Num 80.00 83.70
DCIA(%) 0.00 0.00
Max Q(cfs) 999999.000 999999.000
Name PR WTLD
Group BASE
Type SCS
Node PR WTLD
Status Onsite
Unit Hyd Uh484
Peaking Fact 484.0
Rain File Scsii-24
Rain Amount (in) 0.000
Storm Dur(hrs) 0.00
TC (min) 33.00
Time Shift (hrs) 0.00
Area (ac) 18.990
Curve Num 64.90
DCIA(%) 0.00
Max Q(cfs) 999999.000
0.08
4.240
61.00
0.00
999999.000
POND 4
BASE
SCS
POND 4
Onsite
Uh484
484.0
Scsii-24
0.000
0.00
27.00
0.00
87.070
80.80
0.00
999999.000
0.00
3.340
74.40
0.00
999999.000
POND 5
BASE
SCS
POND 5
Onsite
Uh484
484.0
Scsii-24
0.000
0.00
36.00
0.00
76.500
80.08
0.00
999999.000
0.00
47.690
80.00
0.00
999999.000
POND 6
BASE
SCS
POND 6
Onsite
Uh484
484.0
Scsii-24
0.000
0.00
27.00
0.00
29.260
80.00
0.00
999999.000
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 2 of2
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Earlham Village - Developed Conditions
Project # 5211.001
2/21/05
==== Basins ==============================================================================
Name: 146TH EAST
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac): 3.120
Curve Number: 98.00
DCIA(%): 0.00
Name: 146TH MID
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 3.810
Curve Number: 98.00
DCIA(%): 0.00
Name: 146TH WEST
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 4.930
Curve Number: 98.00
DCIA(%): 0.00
Name: DIR N10
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DCIA(%) :
Uh484
Scsii-24
0.000
13.880
75.30
0.00
Name: DIR Nll
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area(ac): 28.240
Curve Number: 76.60
DCIA(%): 0.00
Name: DIR Nl2
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 9.020
Curve Number: 76.60
DClA(%): 0.00
Node: WR N1
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min):
Time Shift (hrs) :
Max Allowable Q(cfs) :
Node: 146TH MH RR
Type: SCS Unit Hydrograph
Status: Onsite
484.0
0.00
18.00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration(hrs): 0.00
Time of Conc{min): 23.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: 146TH MH W
Type: SCS Unit Hydrograph
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Cone (min) : 22.00
Time Shift (hrs) : 0.00
Max Allowable Q{cfs): 999999.000
Node: N10
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Cone (min) :
Time Shift (hrs) :
Max Allowable Q(cfs) :
Status: Onsite
484.0
0.00
35.00
0.00
999999.000
Node: Nll
Type: SCS Unit Hydrograph
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Cone (min) : 32.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Status: Onsite
Node: N12
Type: SCS Unit Hydrograph
Peaking Factor: 484.0
Storm Duration-(hrs): 0.00
Time of Conc(min): 48.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Status: Onsite
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page I of 20
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Earlham Village - Developed Conditions
Project # 5271.001
2121/05
Name: DIR N13
Group: BASE
Status: Onsite
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DCIA(%) :
Name: DIR N14
Group: BASE
Uh484
Scsii-24
0.000
68.170
74.60
0.00
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area(ac): 2.550
Curve Number: 62.00
DCIA(%): 0.00
Name: DIR N20
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount(in): 0.000
Area(ac): 29.120
Curve Number: 76.80
DCIA(%): 0.00
Name: DIR N21
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount(in):
Area (ac) :
Curve Number:
DCIA(%) :
Name: DIR N3
Group: BASE
Uh484
Scsii-24
0.000
10.380
69.00
0.00
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount(in): 0.000
Area(ac): 126.380
Curve Number: 59.20
DCIA(%): 0.00
Name: DIR WR N2
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DCIA(%) :
Name: DIR WR N3
Group: BASE
Uh484
Scsii-24
0.000
26.900
58.00
0.00
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Node: N13
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min):
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: N14
Type: SCS Unit Hydrograph
484.0
0.00
47.00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 21.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N20
Type: SCS Unit Hydrograph
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 98.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: 146TH END SECT
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min):
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: N3
Type: SCS Unit Hydrograph
Status: Onsite
484.0
0.00
54.00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min}: 128.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: WR N2
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min):
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: WR N3
Type: SCS Unit Hydrograph
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Status: Onsite
484.0
0.00
67.00
0.00
999999.000
Status: Onsite
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 2 of20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Rainfall Arnount(in): 0.000
Area (ac): 7.820
Curve Number: 56.20
DClA(%): 0.00
Name: DlR WR N4
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Arnount(in): 0.000
Area (ac) : 2.820
Curve Number: 57.40
DClA(%): 0.00
Name: EX 1
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Arnount(in):
Area (ac) :
Curve Number:
DClA(%) :
Uh484
Scsii-24
0.000
3.780
58.00
0.00
Name: EX2
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Arnollnt(in): 0.000
Area (ac) : 38.830
Curve Nurnber: 58.00
DClA(%): 0.00
Name: EX8
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Arnount(in): 0.000
Area (ac) : 3.600
Curve Number: 62.00
DCIA(%): 0.00
Name: EX9
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Arnount(in):
Area (ac) :
Curve Number:
DCIA(%) :
Uh484
Scsii-24
0.000
4.690
60.70
0.00
Name: OFF-S1
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Arnount(in): 0.000
Area(ac): 12.140
Curve Number: 91.80
DCIA(%): 0.00
Time of Cone(min)
Time Shift (hrs)
Max Allowable Q(cfs)
74.00
0.00
999999.000
Status: Onsite
Node: WR N4
Type: SCS Unit Hydrograph
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 44.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N1
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min) :
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: N2
Type: SCS Unit Hydrograph
Status: Onsite
484.0
0.00
51. 00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 109.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: N8
Type: SCS Unit Hydrograph
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Cone (min) : 18.00
Time Shift(hrs): 0.00
Max Allowable Q(cfs): 999999.000
Node: N9
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Cone (min) :
Time Shift (hrs) :
Max Allowable Q(cfs) :
Status: Onsite
484.0
0.00
40.00
0.00
999999.000
Status: Offsite
Node: OFF-S1
Type: SCS Unit Hydrograph
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 43.00
Time Shift (hrs) : 0.02
Max Allowable Q(cfs): 999999.000
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 3 of 20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Name: OFF-S2
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 7.340
Curve Number: 68.30
DClA(%): 0.00
Name: OFF-S3
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DClA(%) :
Name: OFF-S4
Group: BASE
Uh484
Scsii-24
0.000
12.000
73.40
0.00
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount(in): 0.000
Area (ac) : 21.010
Curve Number: 78.80
DCIA(%): 0.00
Name: OFF-S5
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount(in): 0.000
Area (ac) : 4.240
Curve Number: 61.00
DClA(%): 0.00
Name: OFF-S6
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DClA(%) :
Name: POND 1
Group: BASE
Uh484
Scsii-24
0.000
3.340
74.40
0.00
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 47.690
Curve Number: 80.00
DClA(%): 0.00
Name: POND 2
Group: BASE
Node: POND 6
Type: SCS Unit Hydrograph
Status: Offsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 53.00
Time Shift(hrs): 0.08
Max Allowable Q(cfs): 999999.000
Node: POND 6
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration(hrs) :
Time of Conc(min) :
Time Shift(hrs):
Max Allowable Q(cfs) :
Node: OFF-S4
Type: SCS Unit Hydrograph
Status: Offsite
484.0
0.00
54.00
0.08
999999.000
Status: Offsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 39.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: POND 6
Type: SCS Unit Hydrograph
Status: Offsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 10.00
Time Shift (hrs) : 0.08
Max Allowable Q(cfs): 999999.000
Node: N20
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Conc(min) :
Time Shift (hrs) :
Max Allowable Q(cfs):
Status: Offsite
484.0
0.00
23.00
0.00
999999.000
Node: POND 1
Type: SCS Unit Hydrograph
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 32.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: POND 2
Type: SCS Unit Hydrograph
Status: Onsite
Status: Onsite
Interconnected Channel and Pond Routing Model (ICPR) (92002 Streamline Technologies, Inc.
Page 4 of 20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 22.940
Curve Number: 80.00
DCIA(%): 0.00
Name: POND 3
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DCIA(%) :
Uh484
Scsii-24
0.000
19.420
83.70
0.00
Name: POND 4
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 87.070
Curve Number: 80.80
DCIA(%): 0.00
Name: POND 5
Group: BASE
Unit Hydrograph: Uh484
Rainfall File:' Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 76.500
Curve Number: 80.08
DCIA(%): 0.00
Name: POND 6
Group: BASE
Unit Hydrograph:
Rainfall File:
Rainfall Amount (in) :
Area (ac) :
Curve Number:
DCIA(%) :
UM 8 4
Scsii-24
0.000
29.260
80.00
0.00
Name: PR WTLD
Group: BASE
Unit Hydrograph: Uh484
Rainfall File: Scsii-24
Rainfall Amount (in) : 0.000
Area (ac) : 18.990
Curve Number: 64.90
DCIA(%): 0.00
Peaking Factor
Storm Duration(hrs)
Time of Conc(min)
Time Shift (hrs)
Max Allowable Q(cfs)
Node: POND 3
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration(hrs) :
Time of Conc(min) :
Time Shift (hrs) :
Max Allowable Q(cfs):
Node: POND 4
Type: SCS Unit Hydrograph
484.0
0.00
33.00
0.00
999999.000
Status: Onsite
484.0
0.00
32.00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Conc(min): 27.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: POND 5
Type: SCS Unit Hydrograph
Peaking Factor: 484.0
Storm Duration(hrs): 0.00
Time of Conc(min): 36.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Node: POND 6
Type: SCS Unit Hydrograph
Peaking Factor:
Storm Duration (hrs) :
Time of Cone (min) :
Time Shift (hrs) :
Max Allowable Q(cfs) :
Node: PR WTLD
Type: SCS Unit Hydrograph
Status: Onsite
Status: Onsite
484.0
0.00
27.00
0.00
999999.000
Status: Onsite
Peaking Factor: 484.0
Storm Duration (hrs) : 0.00
Time of Cone (min) : 33.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
==== Nodes ===============================================================================
Name: 146TH END SECT
Group: BASE
Type: Stage/Area
Base Flow(cfs): 0.000
Init Stage (ft) : 751.100
Warn Stage (ft) : 752.500
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streanlline Technologies, Inc.
Page 5 of 20
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Earlham village - Developed Conditions
Project # 5271.001
2/21/05
Stage(ft)
752.000
752.500
753.000
Area (ac)
1. 2 900
2.7900
14.7700
Name: 146TH MH RR Base F1ow(cfs): 0.000
Group: BASE Plunge Factor: 1.00
Type: Manhole, Flat Floor
Stage(ft)
Area (ac)
Name: 146TH MH W Base Flow(cfs): 0.000
Group: BASE Plunge Factor: 1.00
Type: Manhole, Flat Floor
Stage (ft)
Name: N1
Group: BASE
Type: Stage/Area
Area (ac)
744.000
745.000
Stage (ft) Area(ac)
0.0100
0.1400
Name: N10
Group: BASE
Type: Stage/Area
Stage (ft)
745.500
746.000
747.000
Name: Nll
Group: BASE
Type: Stage/Area
Stage (ft)
744.400
746.000
747.000
748.000
Name: N12
Group: BASE
Type: Stage/Area
Stage (ft)
745.300
746.000
747.000
Name: N13
Group: BASE
Area (ac)
0.0100
1.0300
2.2400
Area (ac)
0.0100
5.2500
9.1500
19.0400
Area (ac)
0.0100
0.5200
1. 5100
Base Flow(cfs): 0.000
Base F1ow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow{cfs): 0.000
Base Flow{cfs): 0.000
Init Stage (ft) : 748.500
Warn Stage (ft) : 759.500
Init Stage(ft): 750.500
Warn Stage (ft) : 757.500
Init Stage (ft) : 742.600
Warn Stage (ft) : 745.300
Init Stage{ft): 745.500
Warn Stage (ft) : 746.700
Init Stage (ft) : 744.400
Warn Stage (ft) : 748.700
Init Stage (ft) : 745.300
Warn Stage(ft): 747.600
Init Stage (ft) : 745.200
Warn Stage (ft) : 748.300
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 6 of 20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Type: Stage/Area
Stage (ft)
745.200
746.000
747.000
748.000
Name: N14
Group: BASE
Type: Stage/Area
Stage(ft)
748.600
750.000
752.000
754.000
755.000
Name: N2
Group: BASE
Type: Stage/Area
Stage (ft)
737.300
738.000
740.000
741.000
Name: N20
Group: BASE
Type: Stage/Area
Stage (ft)
750.900
752.000
752.500
Name: N3
Group: BASE
Type: Stage/Area
Stage ( ft)
738.000
740.000
741. 000
742.000
744.000
746.000
748.000
Name: N8
Group: BASE
Type: Stage/Area
Stage(ft)
740.100
742.000
744.000
746.000
Area (ac)
0.0100
4.7900
8.1600
18.1600
Area (ac)
0.0100
0.2200
0.7000
1.0900
1.3800
Area (ac)
0.0100
0.4800
5.8500
16.9500
Area (ac)
0.0100
3.4400
6.7500
Area (ac)
0.8900
5.8600
15.5300
43.6600
72.7700
111. 0600
139.2800
Area (ac)
0.0100
0.1500
0.4000
0.7500
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Init Stage(ft): 748.600
Warn Stage(ft): 755.100
Init Stage (ft) : 737.300
Warn Stage (ft) : 741.000
Init Stage (ft) : 750.900
Warn Stage (ft) : 752.500
Init Stage(ft): 737.700
Warn Stage(ft): 749.700
Init Stage (ft) : 740.100
Warn Stage (ft) : 747.500
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 7 of20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
747.000
Name: N9
Group: BASE
Type: Stage/Area
Stage (ft)
737.600
738.000
740.000
Name: OFF-S1
Group: BASE
Type: Stage/Area
Stage (ft)
749.100
750.000
752.000
Name: OFF-S4
Group: BASE
Type: Stage/Area
Stage (ft)
747.300
748.000
750.000
752.000
754.000
Name: POND 1
Group: BASE
Type: Stage/Area
0.9800
Area (ac)
0.0100
0.0300
0.6400
Area (ac)
0.0100
1. 3400
1.7000
Area (ac)
0.0100
0.0900
0.5700
1.0600
1. 6700
Stage(ft) Area(ac)
750.000 1.0200
756.000 1. 7000
Name: POND 2
Group: BASE
Type: Stage/Area
Stage (ft) Area (ac)
747.000 2.7700
753.000 3.6600
Name: POND 3
Group: BASE
Type: Stage/Area
Stage (ftJ
744.500
750.500
Name: POND 4
Group: BASE
Type: Stage/Area
Area(ac)
1.4200
2.0700
Base Flow(cfsl: 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfsJ: 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Init Stage(ft): 737.600
Warn Stage(ft): 740.100
Init Stage(ft): 749.100
Warn Stage(ft): 751.800
Init Stage(ft): 747.300
Warn Stage (ft) : 755.200
Init Stage (ftJ : 750.000
Warn Stage (ft) : 754.000
Init Stage (ft) : 747.000
Warn Stage (ft) : 751.000
Init Stage (ft) : 744.500
Warn Stage (ft) : 748.500
Init Stage(ft): 747.000
Warn Stage (ft) : 751.000
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 8 of 20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Stage (ft)
747.000
753.000
Name: POND 5
Group: BASE
Type: Stage/Area
Area (ac)
6.1200
7.4700
749.000
755.000
Stage(ft) Area (ac)
2.7400
3.7900
Name: POND 6
Group: BASE
Type: Stage/Area
Stage(ft)
771.000 0.8900
777.000 1.3500
Area (ac)
Name: PR WTLD
Group: BASE
Type: Time/Stage
Time (hrs) Stage (ft)
0.00 743.000
99.00 743.000
Name: WR N1
Group: BASE
Type: Time/Stage
Time (hrs) Stage(ft)
0.00 736.800
99.00 736.800
Name: WR N2
Group: BASE
Type: Time/Stage
Time (hrs)
0.00
99.00
Name: WR N3
Group: BASE
Type: Time/Stage
Stage(ft)
735.400
735.400
0.00
99.00
Time (hrs) Stage(ft)
735.000
735.000
Name: WR N4
Group: BASE
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow (cfs) : 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Base Flow(cfs): 0.000
Init Stage(ft): 749.000
Warn Stage(ft): 753.000
Init Stage (ft) : 771.000
Warn Stage(ft): 775.000
Init Stage (ft) : 743.000
Warn Stage (ft) : 744.500
Init Stage (ft) : 736.800
Warn Stage (ft) : 750.000
Init Stage (ft) : 735.400
Warn Stage (ft) : 750.000
Init Stage (ft) : 735.000
Warn Stage (ft) : 749.000
Init Stage(ft): 734.900
Warn Stage (ft) : 740.100
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 9 of 20
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Earlham Village - Developed Conditions
Project # 5271,001
2/21/05
Type: Time/Stage
Time (hrs)
Stage (ft)
0,00
99,00
734,900
734,900
==== Cross Sections ======================================================================
Name: WR N1
Encroachment: No
Station(ft)
Elevation(ft)
-349.000
-228.000
-117.000
117.000
354.000
403.000
780.000
740,000
736,840
736,840
742.000
750,000
Name: WR N2
Encroachment: No
Station(ft)
E1evation(ft)
-405.000
-380,000
-117.000
117.000
350.000
496.000
750.000
742.000
735,400
735,400
740,000
754.000
Name: WR N3
Encroachment: No
Manning's N
0.020000
0.020000
0.020000
0.020000
0.020000
0.020000
Manning's N
0.020000
0.020000
0.020000
0.020000
0.020000
0.020000
Station(ft) Elevation (ft) Manning's N
-477.000
-445.000
-110.000
110.000
148,000
750.000
740.000
735.000
735.000
749,000
Name: WR N4
Encroachment: No
Station(ft)
Elevation (ft)
-333.000
-296.000
-120.000
120.000
131.000
750.000
740,000
734.900
734.900
740.000
Name: WR S BNDY
Encroachment: No
Station(ft)
Elevation (ft)
-460,000
-428,000
-131.000
131. 000
155.000
750.000
738.000
734.400
734,400
754.000
0.020000
0.020000
0.020000
0.020000
0.020000
Manning's N
0,020000
0.020000
0.020000
0.020000
0.020000
Manning's N
0.020000
0.020000
0.020000
0.020000
0.020000
Group: BASE
Group: BASE
Group: BASE
Group: BASE
Group: BASE
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 10 of20
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Earlham Village - Developed Conditions
Project * 5271.001
2/21/05
==== Pipes ===============================================================================
Name: 146 ES - MH From Node:
Group: BASE To Node:
UPSTREAM DOWNSTREAM
Geometry: Circular Circular
Span (in) : 12.00 12.00
Rise(in): 12.00 12.00
Invert (ft): 751.100 750.500
Manning's N: 0.013000 0.013000
Top Clip(in): 0.000 0.000
Bot Clip (in) : 0.000 0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
l46TH END SECT Length (ft) : 20.00
14 6TH MH W Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: .0.50
Exit Loss Coef: 0.00
Bend Loss Coef: 0.43
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
Name: 146TH MH RR-WR From Node: l46TH MH RR
Group: BASE To Node: WR Nl
UPSTREAM DOWNSTREAM
Geometry: Circular Circular
Span (in): 60.00 60.00
Rise(in): 60.00 60.00
Invert (ft): 748.500 747.000
Manning's N: 0.013000 0.013000
Top Clip (in) : 0.000 0.000
Bot Clip (in) : 0.000 0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Length(ft): 2750.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 1.00
Bend Loss Coef: 0.00
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
Length (ft) :
Count:
Friction Equation:
Solution Algorithm:
Flow:
Entrance Loss Coef:
. Exit Loss Coef:
Bend Loss Coef:
Outlet Ctrl Spec:
Inlet Ctrl Spec:
Stabilizer Option:
3420.00
1
Average Conveyance
Automatic
Both
0.50
0.00
0.00
Use dc or tw
Use dn
None
Name: 146TH MH W - RR
Group: BASE
From Node: l46TH MH W
To Node: l46TH MH RR
Geometry:
Span (in) :
Rise (in) :
Invert (ft) :
Manning's N:
Top Clip (in) :
Bot Clip (in) :
UPSTREAM
Circular
42.00
42.00
750.500
0.013000
0.000
0.000
DOWNSTREAM
Circular
42.00
42.00
748.500
0.013000
0.000
0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
----------------------------------------------------------------------------------------------------
Name: EX 28x35 RCP From Node: OFF-S4 Length (ft) : 196.00
Group: BASE To Node: NlO Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Horz Ellipse Horz Ellipse Flow: Both
Span(in): 45.00 45.00 Entrance Loss Coef: 0.50
Rise(in): 28.00 28.00 Exit Loss Coef: 1.00
Invert (ft) : 747.300 746.000 Bend Loss Coef: 0.00
Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw
Interconnected Channel and Pond Routing Model (ICPR) <92002 Streamline Technologies. Inc.
Page II of20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Top Clip(in): 0.000
Bot Clip(in): 0.000
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
0.000
0.000
Upstream FHWA Inlet Edge Description:
Horizontal Ellipse Concrete: Square edge with headwall
Downstream FHWA Inlet Edge Description:
Horizontal Ellipse Concrete: Square edge with headwall
Name: EX 28x45 CMP
Group: BASE
UPSTREAM
Geometry: Horz Ellipse
Span (in): 45.00
Rise(in): 28.00
Invert (ft) : 749.100
Manning's N: 0.022000
Top Clip(in): 0.000
Bot Clip(in): 0.000
From Node: OFF-S1
To Node: N9
DOWNSTREAM
Horz Ellipse
45.00
28.00
748.000
0.022000
0.000
0.000
Upstream FHWA Inlet Edge Description:
Horizontal Ellipse Concrete: Square edge with headwall
Downstream FHWA Inlet Edge Description:
Horizontal Ellipse Concrete: Square edge with headwall
Name: EX 30" RCP
Group: BASE
UPSTREAM
Geometry: Circular
Span(in): 30.00
Rise(in): 30.00
Invert(ft): 742.600
Manning's N: 0.013000
Top Clip(in): 0.000
Bot Clip(in): 0.000
From Node: N1
To Node: WR N1
DOWNSTREAM
Circular
30.00
30.00
737.000
0.013000
0.000
0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Name: EX 9 TILE From Node: N9
Group: BASE. To Node: WR N4
UPSTREAM DOWNSTREAM
Geometry: Circular Circular
Span (in) : 12.00 12.00
Rise(in): 12.00 12.00
Invert (ft) : 736.600 735.400
Manning's N: 0.013000 0.013000
Top Clip (in) : 0.000 0.000
Bot Clip (in) : 0.000 0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Length (ft) : 42.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 0.00
Bend Loss Coef: 0.00
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
Length(ft): 300.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 1.00
Bend Loss Coef: 0.00
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
Length(ft): 60.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 1.00
Bend Loss Coef: 0.00
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
Interconnected Channel and Pond Routing Model (ICPR) <02002 Streanlline Technologies, Inc.
Page 12 of20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Name: FIELD BOX STR
Group: BASE
From Node: N3
To Node: WR N2
UPSTREAM
Geometry: Rectangular
Span(in): 48.00
Rise(in): 48.00
Invert (ft) : 737.700
Manning's N: 0.013000
Top C1ip(in): 0.000
Bot C1ip(in): 0.000
DOWNSTREAM
Rectangular
48.00
48.00
736.000
0.013000
0.000
0.000
Upstream FHWA Inlet Edge Description:
Rectangular Box: 30. to 75. wingwall flares
Downstream FHWA Inlet Edge Description:
Rectangular Box: 30. to 75. wingwall flares
Name: POND 1 - POND 2
Group: BASE
From Node: POND 1
To Node: POND 2
UPSTREAM
Geometry: Circular
Span (in) : 42.00
Rise (in) : 42.00
Invert(ft): 750.000
Manning's N: 0.013000
Top Clip(in): 0.000
Bot C1ip(in): 0.000
DOWNSTREAM
Circular
42.00
42.00
747.000
0.013000
0.000
0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi peadwall
Name: POND 2-PR WTLD
Group: BASE
From Node: POND 2
To Node: PR WTLD
UPSTREAM
Geometry: Gircular
Span(in): 18.00
Rise(in): 18.00
Invert (ft) : 747.000
Manning's N: 0.013000
Top Clip(in): 0.000
Bot C1ip(in): 0.000
DOWNSTREAM
Circular
18.00
18.00
743.000
0.013000
0.000
0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Length (ft) : 90.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 1.00
Bend Loss Coef: 0.00
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
Length ( ft) :
Count:
Friction Equation:
Solution Algorithm:
Flow:
Entrance Loss Coef:
Exit Loss Coef:
Bend Loss Coef:
Outlet Ctrl Spec:
Inlet Ctrl Spec:
Stabilizer Option:
Length (ft) :
Count:
Friction Equation:
Solution Algorithm:
Flow:
Entrance Loss Coef:
Exit Loss Coef:
Bend Loss Coef:
Outlet Ctrl Spec:
Inlet Ctrl Spec:
Stabilizer Option:
830.00
1
Average Conveyance
Automatic
Both
0.50
1.00
0.70
Use dc or tw
Use dn
None
110.00
1
Average Conveyance
Automatic
Positive
0.50
1.00
0.00
Use dc or tw
Use dn
None
Name: POND 3-PR WTLD From Node: POND 3 Length(ft) : 630.00
Group: BASE To Node: PR WTLD Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Positive
Span (in) : 42.00 42.00 Entrance Loss Coef: 0.50
Rise(in): 42.00 42.00 Exit Loss Coef: 1.00
Invert(ft) : 744.500 743.000 Bend Loss Coef: 0.00
Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw
Top Clip(in) : 0.000 0.000 Inlet Ctrl Spec: Use dn
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 13 of20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Name: POND 4 - POND 3
Group: BASE
From Node: POND 4
To Node: POND 3
UPSTREAM
Geometry: Circular
Span(in): 42.00
Rise(in): 42.00
Invert (ft) : 747.000
Manning's N: 0.013000
Top Clip(in): 0.000
Bot Clip(in): 0.000
DOWNSTREAM
Circular
42.00
42.00
744.500
0.013000
0.000
0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Name: POND 5 - POND 4
Group: BASE
From Node: POND 5
To Node: POND 4
UPSTREAM
Geometry: Circular
Span(in): 48.00
Rise(in): 48.00
Invert(ft): 749.000
Manning's N: 0.Oi3000
Top Clip(in): 0.000
Bot Clip(in): 0.000
DOWNSTREAM
Circular
48.00
48.00
747.000
0.013000
0.000
0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Name: POND 6 - POND 5 From Node: POND 6
Group: BASE To Node: POND 5
UPSTREAM DOWNSTREAM
Geometry: Circular Circular
Span(in): 36.00 36.00
Rise(in): 36.00 36.00
Invert (ft) : 772.000 749.000
Manning's N: 0.013000 0.013000
Top Clip (in) : 0.000 0.000
Bot Clip(in): 0.000 0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Length (ft) :
Count:
Friction Equation:
Solution Algorithm:
Flow:
Entrance Loss Coef:
Exit Loss Coef:
Bend Loss Coef:
Outlet Ctrl Spec:
Inlet Ctrl Spec:
Stabilizer Option:
Length ( ft) :
Count:
Friction Equation:
Solution Algorithm:
Flow:
Entrance Loss Coef:
Exit Loss Coef:
Bend Loss Coef:
Outlet Ctrl Spec:
Inlet Ctrl Spec:
Stabilizer Option:
1030.00
1
Average Conveyance
Automatic
Both
0.50
1.00
0.70
Use dc or tw
Use dn
None
610.00
1
Average Conveyance
Automatic
Both
0.50
1.00
0.00
Use dc or tw
Use dn
None
Length (ft) : 1761.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 1.00
Bend Loss Coef: 0.70
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
==== Channels ============================================================================
Name: BIO-SWALE
Group: BASE
From Node: N13
To Node: PR WTLD
Length (ft) : 195.00
Count: 1
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 14 of20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
UPSTREAM
Geometry: Trapezoidal
Invert (ft) : 748.300
TClpInitZ(ft): 9999.000
Manning's N: 0.030000
Top Clip(ft): 0.000
Bot Clip(ft): 0.000
Main XSec:
AuxElev1(ft) :
Aux XSec1:
AuxElev2(ft) :
Aux XSec2:
Top Width(ft) :
Depth (ft) :
Bot Width(ft): 20.000
LtSdSlp(h/v): 3.00
RtSdSlp(h/v): 3.00
Name: WR N1-N2
Group: BASE
UPSTREAM
Geometry: Irregular
Invert (ft) : 736.800
TClpInitZ(ft): 9999.000
Manning's N:
Top Clip(ft): 0.000
Bot Clip(ft): 0.000
Main XSec: WR N1
AuxElev1(ft): 0.000
Aux XSec1:
AuxElev2(ft): 0.000
Aux XSec2:
Top Width(ft):
Depth (ft) :
Bot Width(ft):
LtSdSlp(h/v) :
RtSdSlp(h/v) :
Name: WR N2-N3
Group: BASE
UPSTREAM
Geometry: Irregular
Invert (ft) : 735.400
TClpInitZ(ft): 9999.000
Manning's N:
Top Clip(ft): 0.000
Bot Clip(ft): 0.000
Main XSec: WR N2
AuxElev1(ft): 0.000
Aux XSec1:
AuxElev2(ft): 0.000
Aux XSec2:
Top Width (ft) :
Depth (ft) :
Bot Width (ft) :
LtSdSlp (h/v) :
RtSdSlp(h/v) :
DOWNSTREAM
Trapezoidal
744.500
9999.000
0.030000
0.000
0.000
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Contraction Coef: 0.100
Expansion Coef: 0.300
Entrance Loss Coef: 0.500
Exit Loss Coef: 1.000
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
20.000
3.00
3.00
From Node: WR N1
To Node: WR N2
Length (ft) : 6115.00
Count: 1
DOWNSTREAM
Irregular
735.400
9999.000
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Contraction Coef: 0.100
Expansion Coef: 0.300
Entrance Loss Coef: 0.000
Exit Loss Coef: 0.000
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
0.000
0.000
WR N2
0.000
0.000
From-Node: WR N2
To Node: WR N3
Length (ft) : 1385.00
Count: 1
DOWNSTREAM
Irregular
735.000
9999.000
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Contraction Coef: 0.100
Expansion Coef: 0.300
Entrance Loss Coef: 0.000
Exit Loss Coef: 0.000
Outlet Ctrl Spec: Use dc or tw
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
0.000
0.000
WRN3
0.000
0.000
Name: WR N3-N4 From Node: WR N3 Length (ft) : 827.00
Group: BASE To Node: WR N4 Count: 1
UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance
Geometry: Irregular Irregular Solution Algorithm: Automatic
Invert (ft) : 735.000 734.900 Flow: Both
TClpInitZ (ft) : 9999.000 9999.000 Contraction Coef: 0.100
Manning's N: Expansion Coef: 0.300
Top Clip(ft): 0.000 0.000 Entrance Loss Coef: 0.000
Bot Clip(ft): 0.000 0.000 Exit Loss Coef: 0.000
Main XSec: WR N3 WR N4 Outlet Ctrl Spec: Use dc or tw
AuxElev1 (ft) : 0.000 0.000 Inlet Ctrl Spec: Use dn
Aux XSec1: Stabilizer Option: None
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streanlline Technologies, Inc.
Page 15 of20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
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AuxElev2(ft): 0.000
Aux XSec2:
Top Width(ft):
Depth (ft) :
Bot Width(ft):
LtSdSlp(h/v) :
RtSdSlp(h/v) :
0.000
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==== Weirs ===============================================================================
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Name: EX 1 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
o
Bottom Width(ft): 90.00
Left Side Slope (h/v) : 150.00
Right Side Slope (h/v) : 150.00
Invert(ft): 747.600
Control Elevation(ft): 747.600
Struct Opening Dim(ft): 9999.00
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Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 10 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
D
Bottom Width(ft): 40.00
Left Side Slope (h/v) : 100.00
Right Side Slope (h/v) : 100.00
Invert (ft) : 746.700
Control Elevation(ft): 746.700
Struct Opening Dim(ft): 9999.00
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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Name: EX 11 WEIR
Group: BASE
Flow: Both . .
Type: Vertical: Fread
From Node
To Node
Count
Geometry
D
Bottom Width(ft): 40.00
Left Side Slope (h/v) : 200.00
Right Side Slope (h/v) : 100.00
Invert (ft) : 748.700
Control Elevation (ft) : 748.700
Struct Opening Dim(ft): 9999.00
o
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
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N1
N3
1
Trapezoidal
TABLE
N10
Nll
1
Trapezoidal
TABLE
Nll
N12
1
Trapezoidal
TABLE
Name: EX 12 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node: N12
To Node: N13
Count: 1
Geometry: Trapezoidal
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Bottom Width(ft): 20.00
Left Side Slope(h/v): 40.00
Right Side Slope (h/v) : 40.00
Invert (ft) : 747.600
o
Page 16 of20
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Control Elevation (ft) : 747.600
Struct Opening Dim{ft): 9999.00
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
Name: EX 2 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
Bottom Width(ft): 100.00
Left Side Slope (h/v) : 20.00
Right Side Slope (h/v) : 20.00
Invert (ft) : 741.000
Control Elevation(ft): 741.000
Struct Opening Dim(ft): 9999.00
Bottom Clip(ft): 0.000
Top Clip{ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
Name: EX 20 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
Bottom Width (ft) : 50.00
Left Side Slope (h/v) : 100.00
Right Side Slope (h/v) : 200.00
Invert{ft): 752.500
Control Elevation (ft) : 752.500
Struct Opening Dim(ft): 9999.00
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
Name: EX 8 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
Bottom Width(ftl.: 15.00
Left Side Slope (h/v) : 30.00
Right Side Slope (h/v) : 30.00
Invert (ft) : 747.500
Control Elevation(ft): 747.500
Struct Opening Dim(ft): 9999.00
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
Name: EX 9 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
TABLE
N2
N3
1
Trapezoidal
TABLE
N20
14 6TH END SECT
1
Trapezoidal
TABLE
N8
N9
1
Trapezoidal
TABLE
From Node: N9
To Node: WR N4
Count: 1
Geometry: Trapezoidal
Bottom Width (ft) : 50.00
Left Side Slope (h/v) : 20.00
Right Side Slope (h/v) : 20.00
Invert (ft) : 740.100
Control Elevation (ft) : 740.100
Struct Opening Dim(ft): 9999.00
TABLE
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 17 of20
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Earlham Village - Developed Conditions
Project # 5271.001
2121/05
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
Name: N1 - WR N1
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node: N1
To Node: WR N1
Count: 1
Geometry: Trapezoidal
Bottom Width (ft) : 150.00
Left Side Slope (h/v) : 4.00
Right Side Slope (h/v) : 200.00
Invert (ft) : 750.000
Control Elevation(ft): 750.000
Struct Opening Dim(ft): 9999.00
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
Name: N3 - WR N2
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
Bottom Width(ft): 50.00
Left Side Slope (h/v) : 200.00
Right Side Slope (h/v) : 60.00
Invert (ft) : 749.700
Control Elevation (ft) : 749.700
Struct Opening Dim(ft): 9999.00
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
Name: PR 14 WEIR
Group: BASE
Flow: Both
Type: Vertical: Fread
From Node
To Node
Count
Geometry
Bottom Width (ft) : 10.00
Left Side Slope (h/v) : 4.00
Right Side Slope (h/v) : 4.00
Invert (ft) : 752.500
Control Elevation (ft) : 752.500
Struct Opening Dim(ft): 9999.00
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
TABLE
N3
WR N2
1
Trapezoidal
TABLE
N14
POND 2
1
Trapezoidal
TABLE
==== Hydrology Simulations ===============================~===============================
Name: 002YR-24HR
Filename: R:\5k\5271\001\drainage\Developed\002YR-24HR.R32
Override Defaults: Yes
Storm Duration (hrs) : 24.00
Rainfall File: Scsii-24
Rainfall Amount(in): 2.90
Time (hrs) Print Inc(min)
24.000
0.10
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 18 of20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Name: 010YR-24HR
Filename: R:\5k\5271\001\drainage\Developed\010YR-24HR.R32
Override Defaults: Yes
Storm Duration (hrs) : 24.00
Rainfall File: Scsii-24
Rainfall Amount (in) : 4.15
Time{hrs)
Print Inc (min)
24.000 0.10
Name: 100YR-24HR
Filename: R:\5k\527l\001\drainage\Developed\100YR-24HR.R32
Override Defaults: Yes
Storm Duration (hrs) : 24.00
Rainfall File: Scsii-24
Rainfall Amount(in): 5.75
Time (hrs)
Print Inc(min)
24.000 0.10
==== Routing Simulations =================================================================
Name: 002YR-24HR Hydrology Sim: 002YR-24HR
Filename: R:\5k\527l\001\drainage\Developed\002YR-24HR.I32
Execute: Yes
Alternative: No
Restart: No
Patch: No
Max Delta Z(ft):
Time Step Optimizer:
Start Time (hrs) :
Min Calc Time (sec) :
Boundary Stages:
1.00
10.000
0.000
0.5000
End Time(hrs): 24.00
Max Calc Time{sec): 60.0000
Boundary Flows:
Delta Z Factor: 0.00500
Time (hrs)
Print Inc(min)
24.000 1.000
Group
Run
BASE
Yes
Name: 010YR-24HR Hydrology Sim: 010YR-24HR
Filename: R:\5k\527l\001\drainage\Developed\010YR-24HR.I32
Execute: Yes
Alternative: No
Restart: No
Patch: No
Max Delta Z(ft): 1.00
Time Step Optimizer: 10.000
Start Time (hrs) : 0.000
Min Calc Time (sec) : 0.5000
Boundary Stages:
Delta Z Factor: 0.00500
End Time (hrs) : 30.00
Max Calc Time (sec) : 60.0000
Boundary Flows:
Time (hrs) Print Inc{min)
30.000
1.000
Group Run
BASE Yes
Name: 100YR-24HR Hydrology Sim: 100YR-24HR
Filename: R:\5k\527l\001\drainage\Developed\100YR-24HR.I32
Execute: Yes
Alternative: No
Restart: No
Patch: No
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 19 of20
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Earlham Village - Developed Conditions
Project # 5271.001
2/21/05
Max Delta Z(ft): 1.00
Time Step Optimizer: 10.000
Start Time(hrs): 0.000
Min Calc Time (sec) : 0.5000
Boundary Stages: 100YR-24HR
Time (hrs)
Print Inc (min)
102.000 1.000
Group Run
BASE Yes
Delta Z Factor: 0.00500
End Time (hrs) : 102.00
Max Calc Time (sec) : 60.0000
Boundary Flows:
Name: 100YR-24HR
Node: WR Nl
==== Boundary Conditions =================================================================
Type: Stage
Time (hrs)
Stage (ft)
0.000
6.000
36.000
72.000
102.000
736.800
736.800
748.600
755.000
736.800
Name: 100YR-24HR
Node: WR N2
Time (hrs)
Stage (ft)
0.000
6.000
36.000
72.000
102.000
735.400
735.400
745.800
752.000
735.400
Name: 100YR-24HR
Node: WR N3
Time (hrs)
Stage(ft)
0.000
6.000
36.000
72.000
102.000
735.000
735.000
745.800
752.000
735.000
Name: 100YR-24HR Node: WR N4
Time (hrs) Stage (ft)
0.000
6.000
36.000
72.000
102.000
734.900
734.900
745.800
752.000
734.900
Name: 100YR-24HR Node: PR WTLD
Time (hrs) Stage (ft)
0.000
6.000
36.000
72 . 000
102.000
735.000
735.000
745.800
752.000
735.000
Type: Stage
Type: Stage
Type: Stage
Type: Stage
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 20 of20