HomeMy WebLinkAboutDeklan Subdivison RZ, PP App
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
To insure that your comments and recommendations will be considered by
the Meridian Planning and Zoning Commission please submit your
comments and recommendations to Meridian City Hall
Attn: Will Berg, City Clerk, by: February 8, 2007
Transmittal Date: January 17, 2007 File No.: RZ 07-001 & PP 07-002
Hearing Date: February 15, 2007
Request: Public Hearing - Rezone of 1.59 acres from an R-4 to an R-8 zone
and Preliminary Plat approval of 6 single-family building lots and 2
common lots on 1.59 acres in a proposed R-8 zone for Deklan Subdivision
By: Heritage Development, LLC
Location of Property or Project: east of the NEC of W. 4th Street and
Maple Street
Steve Siddoway (no FP)
David Moe (no FP)
Wendy Newton-Huckabay (No FP)
Michael Rohm (No FP)
Keith Borup (No FP)
Tammy de Weerd, Mayor
Charlie Rountree, CIC
Joe Borton, CIC
Keith Bird, CIC
David Zaremba, CIC
Water Department
Sewer Department
Sanitary ServiceS(No VAR, VAC, FP)
Building Department I Rich Greene
- "
_ Fire Department
Police Department
City Attorney
City Engineer
City Planner
Parks Department
_ Economic Development (CUP only)
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Your Concise Remarks:
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Meridian School District (No FP)
Meridian Post OffiCe(FP/Pp only)
Ada County Highway District
Ada County Development Services
Central District Health
Nampa Meridian Irrig. District
Settlers Irrig. District
Idaho Power CO. (FP,PP,CUP)
Qwest (FP/PP only)
Intermountain Gas (FP/PP only)
Bureau of Reclamation (FP/PP only)
Idaho Transportation Dept. (No FP)
Ada County Ass. Land Records
Meridian Development Corp.
Historical Preservation Comm.
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RZ-07 -001
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Hearing Date: February 15, 2007
File No.:
f?,roject Name: Deklan Subdivision
Request:
Location:
Re-zoning of 1.59 acres from R-4 (Medium Low Density Residential) to R-8
(Medium Density Residential), by Heritage Development, LLC.
East side of W. 4th Street near the north east corner of the intersection of W. 4th
Street and Maple Street, Parcel #S1212110500, in Section 12, Township 3
North, Range 1 West.
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File No:
PP-07 -002
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Project Name: Deklan Subdivision
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Request:
Location:""
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Preliminary Plat approval of 6 sinqle family building lots and 2 common lots, on
1.59 acres in the proposed R-8 zone, by Heritage De\ielopment, LLC..
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East side of W. 4th Street near the north east corner of the intersecti~n of W. 4th
Street and Maple Street, Parcel #S1212110500, in Section 12, Township 3
North, Range 1 West.
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Type ofRevi~w Requested (check all that apply)
CJ Annexation and Zoning
CJ Compreh'6nsive:Plan Map Amendment
CJ Comprehensive Plan TeXt Amendment
CJ Conditional Use Permit
CJ Conditional Use Permit Modification
CJ Final Plat
CJ Final Plat Modification
CJ Planned Unit Development
11 Preliminary Plat
" Rezone
CJ Time Extension (Commission or Council)
CJ UDC Text Amendment
CJ Vacation (Council)
M Variance
CJ Other
Planning Department
MMISSION' &COUNCIL REVrnWAPPLICATION
Applicant Information
Applicant name::":. ,,'
Applicant address:
Applicant's interest in property: CJ Own CJ Rent CJ Optioned CJ Other
Ownername:~N~e~_~~U.1'-~W~tl~ 'SrA.L'f Phone:.~-1~Z.
Owner address: 1211 r- "W. &tJN:IEJ l\ sr. J ~~ \ l b Zip: ~~, 13-
Agent name (ct~g., architect, 'engineer, developer, representative): N\E'" tool l\oM-N~ '"
Finn name: ~ bF:'\G\tl. \ t-lG." Phone: ~\. - ~
Address: J/7~ fie Wt~b\~"1 c.~elt- 'b1t- J EA~tL_, ll) Zip: (~Up
Phone:~
Zip: ~~1l~
Primary contact is: 0 Applicant CJ Owner Q'\gent CJ Other
Contact_~am~:~\l ~~').~~ _,_
E-mail~~ j2'~
Subject Property Information
L~~ation/str~~address: 'Wq.-r bl/'" ~eT - --:t~ . ~b ~ -- \&ell NEll
Assessor's parcel number(s): ~bIiPQ
Township, range, section: ~\1 \ ~ Jt}..
Current land use: "A~
Phone:~
,Fax:~--3~
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Total acreage: l.~
Current zoning district: ~
660 E. Waterto~r Lane, Suite 202 . Meridian, Idaho 83642
Phone: (208) 884-5533 . Facsimile: (208) 888-6854 . Website:
1
Project D_rl~tion
Projoctlsubdivisionname: ~ l>f,1!.LAN S\.A.~\Vlr.JoN
Gen~al descripfion of proposed projectlrequest:~bS. "~~L. I N'tl> u.
i-t.S.\\\Ela1~1., 1br.S ..pI ~MM..\ ~ A>lit- $'1- -:wmO -l\pM~
Pr~sed zonin8 district(s): ~..,
Acres of each zone prolJOsed: ~
Typ6'ofuse proposed (check all that apply):
~ Rllsid€ntial 0 Commercial 0 Offic~ 0 Industrial 0 athiei'
Amenities provided with this dcnr.lopment (if applicablo)~~~ ~ ~~~IN~
Who will own & maintain the pressurizl::d irrigation systiml in this dev~ldpment? ~
Which irrigation district dots this property l~ within? N~ ~~
Primary irrigation source: ~ ~ Secandary: _ '" .v .
Sq~e faftage of landscaped arES to be irrigated (ifprimary oI~ poi.. of COOIitCtlln ill City wzter)~j( .~
. Ira AC.~'
ReIIldebtiu ProjFt Summary (if qpli~ble)
Number of residentilil units: LD
Number of common and/or oth..lots: c::l
Proposed number of dwelling units (for multi-family dC\lelopments only):
1 Bedroom: -H.l tAr 2 or more Bedrooms: tot \ ~
Minimum squafe'fQi)tage of structurt(s) (excl. ogara8i): l, ~ JI Proposed building;h..ght: \ -~"fbt-y
Minimum property size (s.t): AvCfa. property size (s.f.):
Gross density (DU/lm-totli imlll): ~.i' Net dcl1sity (DU/fcre-exclll4iniroW& ,lIey!): t).A.\.D
P~c~tage of open space provided: ~1't:P Acrea~ of opin spade'! .. 1 ~ ~
Pc=rcentage ofUlllablc open space: ~.,'\.~ (See Chapter 3, Article'G, for qualified opii::ll space)
Typc'of open spac8 provided in lIICrcs (i.Cl<, landscaping, public, common, etc): tI;M. W\.t>~
Type: of dwelliI\g(s) proposed: "Sinate~family 0 Townhomes 0 Duplexes 0 Multi-family
Number of building lots: t.,
Non-re.d.nti~l Pro~ct Summ,ry (ify~lict1,ble)
Num. of building lots:
Gross floor area propos&:i:
Hours of optfation (days and hours):
Percentag" of sitlllprojcct d....oted to the following:
Landscaping: Building: Paving:
Total number of 'employees: Maximum numbb" of'employees at any ooe time:
Numb. and aFS of studlntslchildnm (if applicable): Seating capacity:
Total numbltI" of parking spaces provided: Number of compact spaces providdi:
Oth. lots:
Existinj (if applicable'):
Building height:
Authorization
PrintaPPli""'tnamtl:~~ "'~'fNE ~~_
Applicant signature: ' . Date: \..\ \ ~ \ b \.D
E. W wer Lane, Suite 202 . Mmidian, Idaho 83642
P!wQe: (208) 884-5533 . Facsimile: (208) 888-6854 . WCbsite: www.nwidiancity.org
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LEGAL EXHIBIT
4TH STREET INFILL
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SCALE: 1"=100'
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PROJtCT NO, 6066716
DATE: 12114/06
BY: mIb
SCALE: 1'iIi1OO"
SHEET NO, 1 of 1
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80.21 -113.107 -437.423
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This iWis a ~~I1M:kiti rezoning request;",.whe~~bY ;~qMestipg p~cel ~inber
81212110500 to, b~rezonedJrom R-4 to R-8. ThIs 1.6-acre" parcel IS des ated
,~~:~~r:ui~~n!!~l~~~~I!~z~:Si~~~h~s:~,e~~~pJ:l:~:~~:~~e_ ~' ;
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surrounding prop'~~s are" ~~ve1oped 'willi::::::: single-family' and multhfam'
residence,~:- Thfs request is compatible with. the exist' develoPIIl~nt. f, ,
i.' :~~C!~/~;,~i ~~ii~fts:Th:';~'
. .:. ,:iE8t~i\djac~p.t to the eastern boundary- of 1:l1e pt"pject site is tlj~ W~~tern
8ubtlivision.;ro This .supq,ivision ,1s:::~~' mix of slngle,:fl:UIlily. h'ome~:;; ends::::
triplexe~: ;r'I'he. ,_lexes are adjaceni to .the pr.6jckt site's ea.stern ",n
::::::)oundary~,,,,,,Zhe 0\7": ran d~Z:~~:::,Of the we:.:::_~e, ~~bdi1~~Jii is 5. 9~;1te~g , :1""",,1::
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The project ~ite is a small infill parcClllocated at:;;4th Str~t aPld Maple street, approximately 850 II .
feet south of Cheny Ume. Th. applicant is proposiqs eight (8) tota1lots on 1.6 acres. Six (6) _
J~s will be((or sinBle-familY,residences and'.'the remainin, two (2) lots will be common area.
The lots rang~in s~ from &jToo square feet to 9,300 squar'e feet. The property will" served
by onC!IJlo~al road off of 4th s.P"eet and will term.ina~irf l! cul-de-sac. 1J:1e two (2) common areaslI
~~: will [.frame both sidlRs of the: road providing a landsc~Ped!'entrancdl. .. .:1. '~'. '0
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There ~e ~o ~omlI1on lo{ are~~irfc!Uded wiihin JM~ Dek1an' Subdlvi~ion. .Th:ese common ~ots '" _ _
are_at tIi~ntrance~.o\ the property and will be used {pr-Iandscapins. Appro~ately .13 acres '"" 1:'\'
~ or 8.1% will be ~set a!;!ide fof'" common area .~dscap~. LandscaPing Will u~ a drip
- iITigation ,~ysttm.to minftniza the ~ount of water useCl for irrigation. . ~.. " I ~,
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~he ;rojeat will 1xt :e~ed b~ on. pl\l>li~ st4~1 tli{t t~s atces~ ~m 4~ Str~Jt that"te~ina[es_ ,.
in.a cql-de-sa~. Deklan Court~ within the: Deklan s,!bdivision Win have a 42-foot pght-s>f-way.i~
!:\ ~th ~9 feet of p~v:~mlltnt..rO}" a "tw~laneil!road, dh4>, gutters~1 and a 19ur-foo;,,,sidewalk. I; Tliis is
narrow~r than tlf/:' tflSical 50-foot right-of-way for local roads as fequirecl by 1\000, ~ut lhis ~ '"
-. develo~ent meqts the exception require~~hts as prherltep in ACHD Polic!y. Jttanual ,lor a f1'"
reduced right-of-way.'" Accordip,g to"lChapter 7204.4.1 the WUowing coqpitioris lpust ~ preSlRnt -
r.i '"' to warrant a,'oreduction of th~ngh!-of-way: 1) The street mu~~ be local; 2) Zoning j}i the ar~lt,.
;;; - must be-residential; 3) There' is nd possibility that,-,the st~.will ~"-e~ended in the future; and-,!
~., 4) Traffic vohr!Iies are Ihot forc!t:asted to...exceed 200 ADT. Traffic generated by this"project.is ~~.;...
>:. ,~ "> ~stnrJ.ate~ to-.be-60 trip~",per~ay. IIII -t'J" ;!. '" ~_~ "I: ;"e; ;c.:I,I. oJ
". ("4th Street -is a 10cal'~Qad th~t t8rm.inates n~rth'()f the pro}fe;ty. It does-'not connect to ChS~
Lan1. to t~t_~~rth a~,~J~ ~e and ~ere' ~\.I}o Cu:rfJ~:;I:ms 'to ext~d"it~t :::&(" ',' ~. ..ii.
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,~ units per acre. The West~rn.Subdivision is designated as Medillm.Density Residential
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- ,.~ .:. SOuth: The single-family \-tomes sf th&1 Western Sp.bdivision arc; located south bt the .,
proj.ect s.ite. This portion of.th~ Western.-'I8ubdivisiorP- is design~ted as HiiP.,.o~nsiZ x;;;
~ '"' . ResldentialliUld zon~d R-4. ~s:': ,,\ _ . "'i, _:::_ _ .
.:. s.\vQt: The Midtown Square SU.}adivisiIW is across 4~t Street.. This subdi-yision reatur~s
.. s~~-f~il~ res~dences. at 3.5 dwelling units per ac~e;.:( It i~ ~ls~ate'd as ~edium,~_
DenSity Residential and IS zoned R-8. It'' "." 'I-
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.Th~ site shows cwidenc6"of existing drainage, however; th~ water CroSSingl the!: site is not<ol"elidble-,~
enough to provide pressuriz8d tirrigatiofl to thtl!!l proposed subdivision. This was confIrmed on a _~
site visit with Bill Henson from the Nampa Meridian Irrigation District. There are also 11.0 .~
known pres!iyrized irrigation systems in the project vicinity. TherefOr&,. tlfis application i~ n
requ~sting a varianc8 from Meridian Ci~ Code C'itipters 9-1-28: Pressu~d Irrigation System ;<
md I{ 1-3B-6: Irrigation Standards which require n~ development to utili!e pressurized
irription. City watC!ill; will ~ used I as an irri88-ti~n source for the Deklan Subdivision. -
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;}. copnect into 4~ Street to lromot~ j>>edetl'frt,ln llct\vity o' I' "'.
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Thefe are' Mis~ power, w~t~r and sewer lines Jithin Ithe 4th SfteetAright-of-way. . The po~r_
linl!S_ c:r;oss the '-entrance of ~e .property. PoW'er lines to serveo this project ~ be 'pla~~" .;:
unde-g'i-ound. The develeper will work with~'Idaho Powe~ it becom~s necc\Sary to move any of
the ejisting power ~es, Sewer and water lines' will be ext~nded doWh~the .oeklan Court right-
of-way and onto the' individual PfPpertiJes~ · :.: ." · ~. IC
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~ Th<!l proj-ect site is within the Namp-i ~ridian Irrigation District, ~ A1tho~ there .are tli"ree ~I i'i
dr~ase areas on-site, there is no re'1iable sourc~ o~ water running through any of the draina~e' ,.
~', areas to provide pressurized irrigation. The property will be served entirely by City water. :;;
Runoff created by the project will ~ draint!ld into two seepage beds. Otie seepage bed will 1*
located in Lot hwhich is common area and the Ziecond seepage bed will be within the street I_
right-of-wJiY. "'Drain~."from off-site will be directed to the northern boundary of the- property
wheM thero is an cxis1:i.nE pip<< thatrle~ends under-the ball field on the church property. This ,1.1
'i' design will maintain the historic drainage patterns of the site. /, I~ ','
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Slgnage, Ma11~ and &ncmg are,...mtmdod tell protect;::and- mltigate the rmpacts of new
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Goal"V: Qft'.~a di;vemty of hou" type, f~ a Ire..t.~~Dle of choice. ~fJI ;~, .
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o Objective A:~' Encourage qu~lity housing prc>jects f()~' all' economic levels in a variety of
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boundaries. These lots should be developed in a similar manner to the surrounding ,,'
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Re~()n.e': The:'i?e~n Sub,divi*i~n,ij adjace;t~t~:lireal~:I1tial deve1~pm.nt... on., :;
. three ;tielq. T,he,,~e_iti~. of th~ adja~nt d_e1opm,nt rangi frolQ. three (3) to ,~
. (6t+lwcd1inc ~Ditl::::per acre. Th:! miijorit;r of the :~inc h,om~ are _incle-famBy ~;
~:~Id:r:::~ ~~:e~~1Itr;:=~(3L:ro~-:~~~::: ,t~ :=:~o~~n.~~r:l~: ;,c
acrrifo~ a p:~.~de_ity of 3.77 d:weWnj unltilfper ~cre; '1'111. developmept wiI1"be
in "characti~'~t~ '~h~ ...t~ hom-.,iD,the ,are~: " ." ";rr~j , , "
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The applicatJ,t is as,~..th~.9~ COUJ1cp to review arezaning ~d preliminary pla~ application
for the DeI?anSu~lV1s10n;.Q't IS Ibc~tea on 4th street, approxunately 850' fe~t j:louth of Cherry
~e~ Thesmapplican~s requesting a rezoning from R-,4.'to R-8..,. This is. a sin~e-faII).ilYtH:;
residential project and is a g()od fit with the area. Existing~'deveIoPIIlent~is a mix of sing!e- and'''k;;
multi-family (triplexes) dtr,yelopment tha,trlplges in "density from 3.5 to:'5.9"dwelling units. per ........
a<:re. As 'an infill project';'" the"cPeklan Sub<ivision ';\'ill f~ature ~pc(6J.'.p'atio hoIIl.~s and. lilt an
ovettn dxnsity of 3.,.77 dwelling units per acre. All homes will be $g1e-stgry {md]::range in size'
from 1,500 to 1,700 square feet in s~. This,request is in compliance ~tlf' the City of Meridian
Comprehensive Plan and it will fy.rther the:::,City'sgoal,s, by developing vacant lots within City
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,The applicant met '\Vith the nt;;ighbors p,p "Qe~ember 6, 200~", at the ~er.!~ian Mi~.~le School.
'The neigh'bPrs present were curious to see the proposal and ""several, wercfhappy, that it wlss. .J"
residentiarprojec"t~ : There::wereno Ih~jor issues or concerns broughf''''up:::atJhe meeting.,~ ".
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::::::::""We lo()k forward to:"~g.rking.\yitlr yo~.and your .sta,ff ~d~request approval of lillir app)ications.
If ;'Y~OO1 have any" 'questioi'1:~' please f~el,:. free to' contact,. me at~ 24~'8300 or' n
megaii'.jOhrison@wrgdes~.cMn:""" ~:' '. . , "''' .. '! I' "
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TITLEONE CORPORATION
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Authorized agIIIlt for:
COMMONWEALTH LAND TITLE INSURANCE C()K.1PANY.
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Commitment-Number: A0662333
SCHEDULE A
1. Effective Date: December 4, 2006 at 01:30 AM ~
2. Policy (or PoNcies) to be issued:
(a) TITLE REPORT
Proposed Insured:
Amount of Insurance:
Premium:
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(b)
Pro~sed Insured:
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Amount of Insurance:
Premium:
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Endorsements:
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Charges:
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3. The estate or interest In the land described or referred to in this Commitment and covered herein Is:
Fee Simple
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4. Title to the estate or interest in said land~t the effective date Is vest9l1ln:
WAYNE H. WILLlAMSCII and MARY B. WILLIAMSON, husband and wife, as to a Life Estate and WAYNE
e.JTERPRISES, LLC, an Idaho Limited Liability Company, as to tt. remainder
5. The land referred to In this Commitment is described as follows:
"
SEE SCHEDULE C ATTACHED HERETO
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HEIDI EMERY, Title Officer
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SchedlJ. A (1 ilt'6182)
Valid Cilnly if Sch_le B .nd
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COMMONWEALTH LAND TITLE INSURANCE CdWPANY
Commitment Number. A0662333
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SCHEDULE B - SECTION I
REQUIRElleNTS AND NOTES
The following are the r8Quirements to be compiled with:
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AI. TA Commibneht
S~ule B - ~on I (1QN82)
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Autl'Iorized WJ8nt for:
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CodMoNWEAL TH LAND TITLE INSURANCE COflJpANY
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Commitmen~ h1umber: AGB62333
SCHEDULE B - SECTION II
EXCEPTIONS
Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same
are disposed of to the satisfaction of the company: "
1. Rights or claims of parties in possession not sh<*n by the public records.
2. Encroachments, overlaps, boundary disputes, and any other matters which wotld be disclosed by an.
accurate surveyor inspection of the premises ineluding, but not limited to, insufficient or impaired access
or matters contradictory to any survey ptat shown by the public records.
3. Easements, or claims of easements, not shClM'n by the public records.
4. Any lien, or right to a lien, for services, labor, or materials heretofore or hereafter furnished, imposed by
law and not shown by the fIJl1tic records. ·
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5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance
thereof; (c) water rights, claims to tiUe to water, whether or not the matters excepted under (a), (b), or (c)
are shown by the public records. ::!
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6. Taxes or special assessments which are not shown as existing liens by the records of any taxing authority
that levies taxes or assessments on real property or by the pyblic reCC)rds. Proc~dings by a public agency
which may result in taxes or assessments, or notk:es to such proceedings whether or not sh..n by the
records of such agency, or by the pubtic rocords.
7. Taxes, including any assessments collect.. therewith, for the year 2006 which are due and pIIyable, but
ndt delinquent. (<
Parcel Number: S121211 0500 .;;
Code ArEliI: 03
Original Amount: $1,247.48
Special assessments, if any, for unincorporated Ada County (208-287-6600).
Special assessments, if any, for the City of Meridian.
~
Right of way for ditches, tunnels, telephone and distribution lines constructed by authority of the United
States, as granted to the United States under the provisions of Section 58-6€l4 Idaho Code.
Reservations and exceptions in a UnittKI States Patent, and in the act authorizing the issuance thereof.
R&Corded: Book 2 of Patents Page 231
Liens, levies, and assessments of the ~ampa..l"'eridian Irrigation District.
Ditch, road and public utility easements as the same may exist over said premises.
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A Right-of-\A(ay as disclosed in Warranty Deed recorded February 4,1974, as Instrument No. 873818.
An easement f(Jl'" the purpose shown billow and rights incidental thereto as set forth in a Water Easement.
AL TA Commi~t Scmdw. B - SectlOflIl (1lWl82) (A06~2333.Flf:1:W\0lS6233~)
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COMMONWEALTH LAND TITLE INSURANCE COMPANY
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Commitment Number: A0662333
SCHEDULE B - SECTION II
EXCEPTIONS
(Continued)
Granted to: Ronald A. Wright, Sherrie J. Wright and RIE Builders, Inc.
Purpose: IWater Easement
Recorded: May 27,1976
Instrument No.: 7620278
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Commitment Number: A0662333
SCHEDULE C
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PROPERTY DESCRIPTION
The land referred to in this Commitment is described as follows:
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A parca& of land situated in the Northeast quarter of the Northeast quart. of Section 12, Township 3 North,
Range 1 West, BPi!e Meridian, Ada County~ldaho, I"AOre particular" delcribed as follows: ·
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Commencing at the North8Bst comer of said Northeast quartell of the Northea. quarter; thenCe
South 0020'3d";East alo"9 the East boundary of saMl Northeast quarter of the Northees quarter a distance of
695.9i W (foanirJy South 695.80 feet of record) to the Northsast comer of Niday's Sacond Addition, whl;h
ptat is on me in Book 11 of Plats at Pase 5Q4, Records of hla County, Idaho; theDCe
SOlllth 89049'351( West (fof11Kll1Y North 89050'OO~ West of record) along b boundary line comnlltl to sa~
Niday's Sscand Addition, Wilson Additl>n, wh~h plat is on fille in Book 12 of Plats at P.e 708, and West8rn
Subdivision, what plat is on filt in Book 24 of Plats at PSCles 1498 and 1499, in the office of the reeorder of
Ada County, Idaho, a distance of 826.00 feet to the TRUE POINT OF BEGINNING; thence
South 0020'30'" EiIIt (folTT'lfl"lJ South of record) aIoFIg a W8sterly boundary of said West.-n ~ubdiYi*ln, a
dfstance of 194.08 fEwIt to a point on a N8rth boundallJ'lof saMl Western Subdivision; thence.
South 890149'35" W.t (fol1TlM1y North 89050'00. West of record) al~ a Northerly boundary of saki Western
Subdivision a d~rp of .37.28 feet (forrnerly '37.00 feet of record) to a point on the center line of an
extended street known as West Fourth Street; thence
;'North 0018'1SM W.st (fbrmerly Morth 0002'00" West of record) along the extendfid center line of said West
Fourth Street, a distance of 80.00 feet; thence .
North 89049'35- East parallfS,l with a Northerly boundary of said Western Subdivision, a distance of 137.00 feet;
thenee
North 0018'15-";West parallel with:oa Westerl. bOundary of said Western Subdivision a distance of 114.00 feet to
a point on the extend~ most Northerly boundary line of said WtJ8tern Subltw..n; th8nce
North 89049'35" East (formerly South 89050'00" East of record) all>ng the extended most Northerly boundary
line of SI!Iid Western SulJdiYision. a distance of 300.15 'teet to th.TRUE POINT OF BEGINNING.
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WARRANTY DIrIiD
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IIOJI. VALUE RECEIVED,
WAYNE H. WILLIAMSON AND MARY B. WlLqAMSON. AS co-n.USTEES OF
THE WII.I.J1'MSON FAMILY TRUST AGREEMENT DATED THE 291H DAY CF
SEPTEMBER, 19971.ND THEIR SUBSTITUTES AND SUCOESSORS AS TRUSTEE
THEREUNDER
tlDOrantor, dolls lwalby pit, berpin itM IIrW coevey unto
\! IlYlG atrtRPRIsEs, LLC, '. :ml1IO LIIIlrft:D LnBILIW COIIPU!f V
wh_c~t dia!8 1112716 W. SCOTFIELD ST BOISE. IDAHO 83713
tWGrilhtoo. the folWwinicil"SC:ri~ premi.. in A~ Co~ty. Id~. TO WIT:
A ~ ofWnd ~ in the N~ Qufrtct of~ NIttIIeIIt QuataofScclion 12.
ToWJabip 3l1tor1h, RIII.t Welt, Baile ldaidi_. Ada ec.nty. JdahD _ JDDIfe
pam.larly ~ribe(bl i>1k:Iwr QIl thi iQ:btd ExhiYlit '","" compiiS!fd of 1 atall.
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TOlfAVEAtIDTOHOtD_...~WIb ...~~ GanIIe,
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o....iI*__in--..plallfllid ~ tWlIleJ,tre N , ~EXCEPT
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Dated: NovClIIlbw' 24. 2986
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(!Jft TItB DR( OF IIIOVEjMBER 1M THE YEAR ~9EFORE ME, THE ~~.~('"
A,N.OTAR PUlII.Jt.... &I) F~Mll STl\TE PERS~Y ~ \W.'tJiIIH.
~~;fMI6{V B. Wl.LIAIMiON . KN<M'N QR ~ TO. TClI!IE""
PERSON(S) WM08E ftNlIES ARE StlB8CRIBED TO T~vJtrttN fImttJ.,- ps
TJIIUIlTEES OF TIt: WljLIAUlICM FMtIl Y TRWST AGIIlEEtENT OIQ'ED TtE -;s'rit DAY OF
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EXHIBIT "r
'{
A panel. of 1*.4 :Jj.tQat'" In the I_~eh." Q\Mlrtec of
tl@ ~~'Ma.t GaUl_ of SlWoUtm 12, 'town_hip 3 *"I'th,
Mat. 3. -..t.. :101.. llel'14Ua, ~ C:wnty. .ldAho, .z:.
~~~1oula~ly d~~ .. fotlow.: .
C J ~..:d... la' tht lIOz:t_.t CIOrD" of _4 HO~tbM.t
QUlrt_ ot tu. IOl'tb..t ClUet.., theaclit' ~ut:Jl
O~20'30. ..t ,1tJnf i1he ast boII~ ot M.ij .ort!b-
..~ QHI'Nr- of '* IIpnbeaat QIIR.1:tu . d!s~n(NI: of
ItS.16 f.e (foll!Uly _~ "".10 fMt of ~MOt'cU to
tba .ol'tJaian QDZDV of lU,. . ltaco. AdcSlt~n, "'h1cb
'lit is _ 'Ule 1a tclDk 11 ot nata At: P"~' St4.
a"'1'41 ot ~. COWl'" l~, tlttnc.. 1IO\1t:h 1t'.4I"S.
_.t CtonMI111OI'flb .....'CO. W.at of ltRo~cl) a10Nj
1:1\<< "U~ line ~n to II.U 51el..,'. J~
a.s.ULon, WU_n ACWLUoa, "bLoh plat b OD tu.. 1n
~k 12 of t1at:' at ~,_ ,et,. .- NUt'l'n hW1.vldon.
whlah pb'" 18 on tn. n took 24 of flata .1: PI;..
14'1 .,." 1.', In .. DIU.. of the 1:.c:n~\1.r of Jf4.
County, IctUo, & clilQ.nc. of 82'.00 fltt to thl tn.
~.l.nt 01 _inn!"" theNi. .,."tIt 0"20'30" a..t--
(fo...11 ath of naOr4) 81oa; . ..,utldy br:n..r:y
of ..111S _~r. ....lvLtlOn, . cSHtaftC.. of 194.00 f~t
i:e. a 101nt _ II Iol'th balt.ahilS81:1 of ..lei "..tun hb4i-
'rilJi4i\, th... SClIIth.....35 _., (fQ"~Y Ifcn:th
.-sift-OO. "It of ....rlt) &1011 II ,.r:th..11 2IouNSIIJ:Y
of u14 ._.ra: IbbcU,vh10ft . 4let.... 01 4)7.2' feet
(loml.l3.,. .en.to I. of If..-rcl) to . polnt on t:blt
....1' 11. of In A.nacl .t&"..~ JmdiIn a., "'_to P-CliQrth
Iv...,,, tb~ ioJ:~ 0.1.8'15-. ..t (tc..i~y-)lDJ:tb O. :!:
oa' 00. WUt 01 zt!IOl'cU &10.... th. ut_ed oenttc 1 be
of ~U ~ 1'b8%th ,tc",t. . ......01 80.00 fe,tr
t:IIMdl '"th ".."3:$- .." ,..,11.1 with .. I'IiDrC"ly
.bcIUcIary of _lei "'Wft ~lV'b.lafa. . 41.-... of
137.00 f.t, "heM. -ID.-th 0.3.1"15. ,...'" pa~.l1.3. Wi..
. --ted, Iac:NPlIIIIQ ot ...14 ....:-1\ IWlKU,whion_la
d.l..tar>> of llt.OD !!(it' to 8 ~n' on th. _t_.815
.It. ..~~1, ~ry Une of ..W UMtu'n_'uWbl-
"1101" ,thpa. Irol'tb. ....~I. 35w IUtr C"-..:ly ...
.-10'00- jut 01 ROOd,) &1OIJI: u..:~. _It
1IOI:'~'dy kIN Jlryo 11M og ala V..tun lubdD>U1oft,
a 4bk.oe of 300.15 i..t to t:M be. tJQ1at of
~n1'f","f, r
~_I:."" "Ub aU IIid .J.atU1&~ tH t"'n~1 hK.lI1c_-
_ilt' ... .pp"a:tIl'liiaMM thu_nt:a b4lo.,tnt o&' 1A wn,wi..
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YHIS INDDmmlrllf8dl. thiI 17th . of' Dec:4Bllb.r
ill the JWr of .ur Lord eN: ~ ni_h1llllbd aad ,8bei:1ty-thr.. (1973) . ~
GEMJ.D L. DICIS<iP III.DCi HEra H. ERI~CJl. husband atd 1Id.&,
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tIi put 1a at'tIIe bIO Jl!rt. _
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ij 0( t., ,*.7T . C6iIlt,t at t: e ~
tJrt JIIrty of ~... )llU't. "'"
~. 'Blat tlJel: ~ PIrt 1M of tbe fillt pert, t_... In Cllr1" ..oftMil!l!aO<<
~..:':~""':";"".. dolUril ($10.00) aDd other v~ll4bl~ coQj1~tion--":E.LAU.
.." \ . . :~.< /'.:
. .1iifIRI . ~ UIIittd ~.,.--' nH.:
'r\r:T1J7.'~c'"" \ ", -. to tbe8 .~Ji(dW.U"II'
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. ,.!bftit.:~1 :1i 81tUllUd 111 th!W!~" of Sk~oa 12. Twp. 3 ~.. R. 1
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.~ ~ 196 J!I .."..... o~, * ~__ of ~...,. I-IID-' , .
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.~{f~ RECOR~R~fap'. .
J.Bt~'ltXtr . FEE q'~DEPUT~.
BlW: ,It PH 1=27 98098.186
SPECIAL W ARR.ANo' DEBD . ~
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GRANTORS:
WrJ:iIW' H. WIliammn ~ Mary B. WiIIi~, busbmd and wife
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WRygeR V/i11iIi......andMkyB. ~u'Co-T~af_~
--, Fmty TfUIt ~ Dated the 29th day ofs.ptim1:ir, 1997 W their. .
lIJbstiMelI_~_".~'~.
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G:RAN'ftm' ADDRESS:
1894 S. Peppem.UIh Pl~Way Baile. Idaho 83109
DUCRJP110N OP:uALPROPmrrY CONVB'DD BY 'I'BIS DUD:
_~ PAi1* IJr!.'.
D$DlVING, HOW'IWM, to GrDor pm)'.Life BItatI to -- 0CCUPf~1bori I 1J
~__fiJ'~~r~duliugtberemli."~JIf~)be
Gr~. SQeb Ife estaie ~ COII.tiJgrwd teppio"'" UJlOIl....... ~tioM set
forlP ~ ~ Trust ~.- oftbb8M IJID8d Trull.
FOltGOOD AND StJPFIcmft' CONSmDATlON. thelbove ~ GmMor dell hereby
GRANT ad CONVEY, unto tht;~ GdDWJ'e. t1II- propIty ~ ~w,
t~withtW~.1'IIii.,dtIied."b__~~ ~~
000IicIenItiIn in elM or prqMirty. .. Wia tidi to tMI sr-....Lj in"1iviDI trwI..1IIhed by
Grmtor pll1:iel.
Gtbdi' WARRANTS that CkIIltor _'~ ~ ql ~ to ~.. ~ tbi8 deed
. to tbi GriiIfil\ md tbIt <l1IDb'ii *' cM'e'ilfee"" 0I"'~ ~ om-to tIpe ."
~..tM... ofrecord, ifay, ~"tIf(fi ~f~ ar'W<tlnwf by the ar.or.
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DATJm: this "7-1 day ofQctober'. 1997.
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STATE OF IDAHO )
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. On tliI cz.., dayofOctc:h'.. 1997 bIfollll1& . NOijy,.1iw in lId for Aid S.~ '
~11y ~ IIIIIy B. 'WiEiI'*liD i::8IWn to.. to wthe pMsil wI8Ie JJlimIe1.1idJ~
to' tho within iIItnImIRt, ad dDowlldpd to 1M tbK_ --=utIcl the....
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STATE OF IDAHO )
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Co~ of Ada )
On this 21. di.y ofOcdMl, 1997, bIIn_. NGtIIJ Public in and for.. State,
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P IIJEER TITLE alST SERlJ Ie
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AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
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COUNTY OF ADA )
f
being first duly sworn upon, oath, depose and say:
1. That I am the record owner of the property described on the attached, and I grant my
permission to:
to submit the accompanying application(s) pertaining to that property.
" I agree to indemnify. defend and hold the City of Meridian and its -employees hannless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the- ownership of the property which is the subject of the application.
~j I hereby grant permission to City of Meridian staff to enter the subject property for the-
purpose of site inspections related to processing said application(s).
1.'
Dated this L(
day of
,20 0 t,-
SUBSCRIBED AND SWORN to before me the d
My Commission Expires: 7--/9 - ~ O/Q
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Ptoposed Devolopn;1etlt:
Locartio:n: ~ ~ 4-~ Lt~-J
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Existing Zonittg:' P - t/ . ;,;
'C01pp1:eh~e'Phn Designatio1l:
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.s'f:1:e'et J3uffcits: . AlIA-
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Topo~phy:
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SIGN-IN SHEET
Client
Project Name:
WRG#:
Mtg. Location:
Time & Date:
~~E: ~.....
4~ c\P ~ ;.".t> ~ t.-LA"-\ S fA '!;.
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REPRESENTING
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PHONE
FAX
gB?;-037 [5
85~-O$7P
9 .Y7- /r: ~7
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November 21, 2006
To the neighbors of 1432 4th Street -- Meridian
RE: Neighborhood Meeting on Wednesday December 6th
Dear Neighbors:
My name is Megan Johnson and I am the senior planner for WRG
Design, Inc. The proposed development is located on the east side of
4th street between Cherry Lane and Washington. A map has been
included for your convenience.
We will be holding a neighborhood meeting on Wednesday
December 6th. The meeting will be held at the Meridian Middle
School cafeteria located at 1507 West 8th Street in Meridian. The
meeting will begin at 6pm. A map showing the location of the middle
school has been provided for your convenience.
'"
We encourage each of you to attend the neighborhood. If you should
have any additional questions or concerns prior to the neighborhood
meeting or cannot attend the meeting, please feel free to contact me
at 208.246.8300 or at megan. iohnson(ij)wrgdesign. com. We look
forward to seeing you on December 6th.
Sincerely,
WRG Design, Inc.
Megan Johnson
Senior Planner
CC: Stacy Construction
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COMMITMENT OF PROPERTY POSTING
Per Unified De'\felopment Code (UDC) 11-5A-5D, the applicant for all applications requiring a
public hearing, (except for a UDC text amendment, a Comprehensive Plan text amendment
and/or vacations) shall post the subject property not less than ten (10) days prior to the:hearing.
The applicant shall post a copy of the public hearing notice of the appli~tion(s) on the property
under consideration.
The applicant shall submit proof of property posting in the form of a notarized statement and a
photograph of the posting to the City no later th3n seven (7) days prior to the public hearing
attesting to where and when the sign(s) were posted. Unless such Certificate is received by the
required date. the hearing will be continued.
The sign(s) shall be removed no later than three (3) days after the end of the public hearing for
which the sign(s) had been posted.
e above req~jrements and will comply with the posting requirements as stated in
;;
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Page 1 of3
li..~t.
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Megan Johnson
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From: David Couch [dscouch@adaweb.net]
Sent: Thursday, December 14, 2006 11 :06 AM
To: Megan Johnson
Subject: RE: Subdivision Name Reservation
December 14, 2006
Megan Johnson
WRG Design Inc.
RE: Subdivision Name Reservation DEKLAN SUBDIVISION
v
Dear Applicant,
At your request, I will reserve the name "DEKLAN SUBDIVISION"' for your project. I can honor
this reservation only as long as your project is in the approval process. Final approval can only
take place when the final plat is recorded.
I will make the change in the database.
Sincerely,
David J. Couch, PLS
Ada County Surveyor
For procedure on reserving subdivision names
Check out the list of subdivision names at: .
)W~~:::~:~:~:~::...~~~_.._-------...~;. ~~3r~:':::: 2~~~~::::~""":::'=""""""~~::::::: :::::~:~:L::::~' v :':'='~::.~ ....:. :':':'i"~~m.. :." ".:.:'" .......
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From: Megan Johnson [mailto:MeganJohnson@wrgdesign.com]
Sent: Thursday, December 14, 2006 9:47 AM
To: David Couch
SUbject: RE: Subdivision Name Reservation
Hi David-
the name, it should be
with an "a,i not an~tl Is that a
Megan
Johnson
Senior Planner
453 South Fitness Place
1083616
12/14/2006
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Groundwater Investigation
Stacey Intill Project
Meridian, Idaho
Project No. 06B-G1436
Prepared for
WRG Design
November 27,2006
t
WRG Design
453 South Fitness Place
Eagle, Idaho 83616
AMERICA"
r-e .."
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TECHNICS
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Prepared for
.
· Attention: Ashley B. Ford
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Groundwater Investigation
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Stacey InfIlI Project
Meridian, Idaho
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American Geotechnics
Project No. 06B-G1436
November 27,2006
-""-~ r--
Prepared by
American Geotechnics
Adam Lyman, EIT
Geotechnical Engineer
~
ex W. Hansen, PE
Geotechnical Engineer
4meliican Ge.otechnics.
'.526~hind'en.Blwl. ..;Bojse~J.1.l4. &::::(208}.(i58-:8700'T'
2300 N Yellowston~~, Suiti203 . Idaho Falls, ID 83401 . (208) 523-8710
..
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
AMERICAN
~ ~~ ~
t.:..~ ..... .~
TECHNICS
November 27,2006
Page i
TABLE OF CONTENTS
1.0
2.0
3.0
4.0
,.
PAGE
INTRODUCTION 1
1.1 Purpose and Scope of Work.. ....... .... ............................................. ........ ....... ..... .......1
1.2 Project Description............................. .... ..... .... .......................... ............... ................1
m
1.3 References. ...... ............. ................... ........... .... ;.......... .............. ............ ............. ..... ...2
1.4 Important Information Regarding this Geotechnical Report....................................2
METHODS OF STUDY 3
2.1 General Reconnaissance..... .... ............ .......................................... ...........................3
2.2 Field Explorations. ............ ............................................................................... ........3
INTERPRETATION 4
3.1 Geology ....... .............. ...... ....................... ....... ............ .............................. ....... ..........4
3.2 Subsurface Profile... ................... ................................. ..... ..................................... ...4
3.3 Groundwater ......................... ..... ............................ .................... ..............................5
CLOSURE 6
4.1 Limitations........... ...... ..................... ............................ ....... ..... ................ ....... ..........6
4.2 Review of Plans and Specifications..................... ..................... ................... ......... ...8
APPENDICES
A
B
C
Vicinity Map
Borina Location Map
Site Photos
Logs of Exploration
Laboratory Test Reports
Important Information About Your Geotechnical Engineering Report
Application for Authorization to Use by Other Parties
Geotechnical Engineering Environmental Services Testing Services
Licensing in Idaho, Oregqp, Washington, Nevada, Utah, Wyoming, Montana
AmericanGeotechnics.com
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G 1436
AMERIC~~
r"e W."
~:....1~ ~
TECHNICS
;'
November 27,2006
Page 1
1.0 INTRODUCTION
1.1 Purpose and Scope of Work
This report presents the results of our abbreviated soil and groundwater depth investigation
performed for the proposed Stacey Infill Project in Meridian, Idaho. The proposed building site
is located at 1432 W. 4th Street in Meridian, Idaho. The site is so located in the NE )4 of the NE
)4, Section 12, Township 3N, Range 1 W, Boise Meridian, Ada County. A vicinity map showing
the site location is included as Figure 1 in Appendix A.
(.
In general, the purposes of this investigation were to evaluate the subsurface conditions and to
provide general soil conditions and groundwater depth relating to the proposed building
structures, pavements, and general site preparation. The investigation included subsurface
exploration, representative soil sampling, field testing, and preparation of this report. This report
was prepared solely for geotechnical purposes, and does not address any environmental issues.
The work performed for this report was authorized by Ashley Ford, Planning Project Manager at
WRG Design, and was conducted in accordance with our oriainal site investigation proposal
dated November 9, 2006.
1.2 Project Description
.
Based on information provided to American Geotechnics by WRG Design, we understand before
the design can begin, groundwater information is needed for the property. Currently the proposed
construction is in preliminary des~ stages and land-use, number of buildings, and building sizes
are unknown. A plan configuration of the site is shown on Figure 2 in Appendix A.
At the time of this investigation, the proposed site was undeveloped and vacant. The topography
was generally flat with an overall slope to the North. The surface of the site was covered with
grassy vegetation.
American Geotechnics
~
'l
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
AMERICAI
r-e "."
~:.....~ ~
TECH:N.iICS
November 27,2006
Page 2
1.3 References
The following information was provided to American Geotechnics and serves as the basis of our
understanding of the project and our scope:
· Microsoft Word file entitled "R TI" containing a vicinity map and general site map of the
subject property; received from WRG Design via e-m;iil on November 11,2006.
· Collett, Russell A. Soil survey of Ada County area Idaho. National Cooperative Soil
Survey. Washington. May 1980.
· Idaho Department of Water Resources (lDWR) On-Line Groundwater Level Data-Base.
Web site located at http://www.idwr.idaho.gov/hvdrologic/info/obswell. Page accessed on
November 16,2006.
· Idaho Department of Water Resources (IDWR) Summary Report for Township 3 North,
Range 1 West, Section 12. Web site located at
http://www.idwr.idaho.us/appsweIVsearchwc.asp. Paae accessed on November 16,2006.
1.4 Important Information Regarding this Report
Appendix C contains important information relating to the role of American Geotechnics on this
project and the appropriate use of this report.
This report is intended to provide general soil types and groundwater elevation information to
project desi~ers. This report may be provided to the contractor as reference information, but is
not intended to be a substitute for properly prepared geotechnical investigation and report,
contract drawings and specifications. American Geotechnics requests the opportunity to review
final drawing and specifications for comparison with our understanding of the site conditions and
project geotechnical requirements.
American Geotechnic.
~
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
AMERICA'"'
~.r."
~ ~~ ~
TECHtfilCS
November 27, 2006
Pa8e 3
2.0 METHODS OF STUDY
2.1 General Reconnaissance
Data includin~ a site plan provided by WRG Design was reviewed before starting the field
projfam. The sjte was visited to mark the field exploration locations, coordinate a utilities
~..;
clearance, and aSsess site access.
Soil survey of Ada County area Idaho (Collet 1980) reports the site soils are Aeric Haplaquepts
and Purdam Silt Loam.
Other information reviewed includes Idaho Department of Water Resources (IDWR) Well logs
for wells near the site and the IDWR Ground Water Level Database.
2.2 Field Explorations
The subsurface soil conditions were explored by drilling one test boring on November 16, 2006,
within the proposed site to depth of 12 feet below the existina site grade. The approximate
location of the test boring is shown on Figure 2 in Appendix A. A log of the subsurface
conditions, as encountered in the test boring, was recorded at the time of the field work by
American Geotechnics, and is presented on the log of exploration contained in Appendix B. The
soils were classified usin~ ASTM D2488 - Classification of Soils for Engineering Purposes, as a
guide.
The drilling was accomplished with American Geotechnics' trailer mounted drill rig using
hollow stem auger equipment. A 2" PVC pipe was installed in the borin~ for future
measurements of groundwater levels, if desired.
Am9rican Geotechnics
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
I:=!
AMERICA-N
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~ ~~ ~
TECHNICS
November 27,2006
Pa8e 4
3.0 INTERPRETATION
3.1 Geology
Soil survey of Ada County area Idaho (Collet 1980), reports the site soils are Aeric Haplaquepts
and Purdam Silt Loam which can be generally in the upper 6 feet of the subsurface profile. These
are soil formed in loess or silty alluvium that is underlain by mixed alluvium in the drainage way
of the alluvial terraces south of the Boise River. Collet reports these soils are characterized as
being moderately deep to deep and somewhat poorly drained to well drained and may include a
hardpan. The digaing and trenching may be hampered by the hardpan and by seasonally hi2h
groundwater unless drainage is provided.
The use of these soils as a septic tank absorption field is limited by the fluctuating groundwater
table and depth to hardpan. If the septic absorption field discharges water into the groundwater,
contamination of the nearby water supply can be a hazard. The hardpan typically restricts the
downward movement of effluent. Typically the cemented hardpan can be penetrated by power
equipment.
3.2 Subsurface Profile
A generalized subsurface profile was developed for this project to provide a basis for discussion
of soil conditions for the proposed facilities. This profile is based on the field test data and
exploration testing program conducted by American Geotechnics.
Generalized ~ubsurface Profile*
Stratum !!I (4neralized Description
I Sandy Lean Clay (CL) encountered from the existing ground surface to 4 feet
below ground surface, stiff. A thin moderately cemented layer of fine to course
sand (hardpan) was observed 2.5 feet below ground surface.
IT Silty Sand with Gravel (SM) encountered from 4 feet below ground surface to
bottom of hole, medium dense.
*See the logs of exploration (Appendix B) for detailed subsurface information.
American Geottchnics
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
k'MERICA*
~e W."
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TECHt+ICS
November 27, 2006
Page 5
3.3 Groundwater
Groundwater was observed at the time of our field investigation at a depth of 8.4 feet below the
existing ground surface. The log of exploration contains the water level measurement. The
location of the test borin8 was selected because it appeared to be the lowest surface elevation on
the lot. This investigation was performed after the irri.gation season during which groundwater is
typically at its seasonally high. Historical data published by the Idaho Department of Water
Resources was reviewed to estimate groundwater fluctuation and seasonal high.
Well Driller's reports (IDWR Summary Report) were reviewed. For availabm well logs within ~
mile of the site, it appears that the groundwater in the Northeast Quarter of Section 12 is typically
deeper than 8 feet below ground surface. It also appears that peak groundwater in the
surrounding ~ sections is typically deeper than 8 feet below ground surface except in areas near
Five Mile Creek and Settlers Canal, which are north and northeast of the site, respectively.
The Groundwater Level Database (IDWR On-Line Database) was reviewed for groundwater
level fluctuation and peak groundwater highs for wells 03NOl W-03DDAl, 04NOIE-29CCCDl,
and 04N101 W-35AAAl, which are the three wells nearest the site. Data for these wells recorded
between October 1933 to May 2006 indicated the peak groundwater elevation ranged between
from 8.2 feet to 11.5 feet below the site's approximate ground surface elevation. It should be
noted that these measurements were taken from wells that were a half mile or more distance from
the site.
Soil survey of Ada County area Idaho (Collet 1980), reports that the typical groundwater for the
Aeric Haplaquepts soil at the site can be as shallow as 18 inches during the summer months. The
soil properties associated ~th this soil type are typically formed in mixed drainage ways. The
site does not appear to be part of a drainage way. An irrigation conveyance was observed at the
site, however, it appeared that this ditch has not been used for some time, and that the nearby
property, which is not agricultural land used for row crops, is not using flood irrigation adjacent
to the site.
American Geotechnics
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
A>MEIICAtN.'
,..~ -fi
~:.....~ ~
TECHttlCS
November 27,2006
Page 6
It should be noted that groundwater levels may fluctuate seasonally in response to precipitation,
land use, irrigation and other factors including geographic location. Monitoring of groundwater
fluctuation was beyond the scope of this investigation. Based on our investigation and available
data, it is our opinion that the seasonal high groundwater elevation may be approximately 7 feet
below existina ground surface and the site is best suited for buildings not having a basement and
connected to a municipal septic system.
4.0 CLOSURE
4.1 Limitations
Recommendations contained in this report are based on our field explorations and review of
readily available literature. The study was performed using a mutually agreed upon scope of
work. It is our opinion that this study was a cost-effective method to determine site soils and
general groundwater elevation conditions. More detailed, focused, and/or thorough
investigations can be conducted. Further studies will tend to increase the level of assurance;
however, such efforts will result in increased costs. If the Client wishes to reduce the
uncertainties beyond the level associated with this study, American Geotechnics should be
contacted for additional consultation.
The soils data used in the preparation of this report were obtained from the field explorations
made for this investigation. It is possible that variations in soils exist between the points
explored. The nature and extent of soil variations may not be evident until construction occurs.
If any soil conditions are encountered at this site that differ from those described in this report,
our firm should be immediately notified so that we may make any necessary revisions to our
recommendations. In addition, if the scope of the proposed project, locations of structures, or
building loads change from the description given in this report, our firm should be notified.
The observations made in this report are based on the assumption that an adequate geotechnical
program including testini, observation, and engineering consultation will be made prior to and
during construction to verify compliance with the report findings; prepare adequate geotechnical
American Geotechnics
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G 1436
A' M E R I C A iN,
'"e We"
~ ~~ ~
TECHNICS
November 27,2006
Page 7
field exploration, laboratory testing, engineering analyses, recommendations, and reporting; and
identify appropriate construction conditions. The observation and testing of subsurface soils
specific to building conditions are critical with regards to the conclusions and recommendations
provided in this report. If and adequate geotechnical investigation and report are not performed
prior to construction, then the Client agrees to assume American Geotechnics' responsibility for
any potential claims that may arise during or after construction.
The report has been prepared for specific application to this project in accordance with the
8enerally accepted standards of practice at the time the report was written. No warranty, express
or implied, is made.
This report may be used only by the Client and for the purposes stated, within a reasonable time
from its issuance. Land use, site conditions (both on- and off-site), or other factors including
advances in man's understanding of applied science may change over time and could materially
affect our findings. Therefore, this report should not be relied upon after 24 months from its
issue. American Geotechnics should be notified if the project is delayed by more than 24 months
from the date of this report so that a review of site conditions can be made, and recommendations
revised, if appropriate.
It is the CLIENT'S responsibility to see that all parties to the project, including the designer,
contractor, subcontractors, etc., are made aware of this report in its entirety. The use of
information contained in this report for bidding purposes should be done at the Contractor's
option and risk. Any party other than the Client who wishes to use this report shall notify
American Geotechnics of such intended use by executing the "Application for Authorization to
Use" which follows this document as an appendix. Based on the intended use of the report,
American Geotechnics may require that additional work be performed and that an updated report
be issued. Non-compliance with any of these requirements by the Client or anyone else will
release American Geotechnics from any liability resulting from the use of this report by any
unauthorized party.
American Geotechnics
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
kM'ERICA*
'"e ..-'
~ ~~ ~
T E CHIN, I C S
November 27, 2006
Page 8
4.2 Review of Plans and Specifications
American Geotechnics requests the opportunity to review the final plans and specifications for
this project to determine if the final design complies with this report prior to submittal to review
~enCles.
.
y
Cl)
American Geotechnics
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
l'MERICAdl
,.. e .... e .,
~ :A~ ~
TECHIICS
APPENDIX A
VICINITY MAP
BORING LOCATION'MAP
SITE PHOTOS
Am,rican Geotechnics
~.~
~
~CINl'f~ M.A.\'
Stacey Infl11 GtOund\o"olatet
Meridian, Idaho
"Novetnbet,2006
Figure
t.lltt\t
r. -4
~.; -.:.
li.t\\"
i!
YtO)ect "No.
06B~G1436
SCALE.:NiS
"
~
November, 2006
FIGURE 2
AMERICAN
,- ~ ~.~
~ ~~ ~
TECHNICS"
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
~~E.ICA*
r-~ ....e.,
~:..l~ ~
TECHItICS
Street looking east across tIleSl e.
American Geotechnics
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
J.." E 1l~1 C Adl
~e"e"
~ :A~ ~
TECHIt'ICS
APPENDIX B
it;
LOGS OF EXPLORATION
American Geotechnics
!
II:
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
'~;~EIICi&''1fI"
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~ ~~ ~
TECHNICS
General Legend and Notes for Logs ofEx;ploration
SYMBOL DESCRIPTION
BG Small-volume bag sample
BK Large-volume bulk sample
SS Standard split-spoon sample (reference ASTM D 1586)
ass Oversized split-spoon sample with an outside diameter of 3 inches. Blow
counts are not corrected to N-Values unless noted separately on the logs
ST Thin-walled (Shelby) tube sample with an inside diameter of2.88 inches
unless otherwise noted on the logs (reference ASTM D 1587)
PT Piston tube sample with an inside tube diameter of2.88 inches unless
otherwise noted on the logs (reference ASTM D 1587)
RS Ring sample with an inside diameter of 2.42 inches unless otherwise noted
on the logs (reference ASTM D 3550)
CR Core barrel sample (reference ASTM D 2113)
ill Water content
LL Liquid Limit
PL Plastic Limit
PI Plasticity Index
SZ Indicates the measured groundwater level
Note:
1. Soil samples recovered were identified, described, and classified in the field using
ASTM D 2488 (Unified Soil Classification System) as a guide.
American Geotechnics
ASTM D2487 Soils Classification Chart
GROUP
PI>7J1l1lIlll0Ilon_
oi:OovenAllli~"':
LL<50
---
line
.. ML
--- OL
.. CH
LL>50
--- OH
OL
OH
on
line
PI. below
1,i" line
"30% p11llNo, 21lB
2: 3l1Vo phAlNo 200
" 3Q1t, plus No, 200
2: 31Wo plus No 200
" 311t'o plullNo, 200
2: 30"AIoplus No 200
5.. below
"30% plus No, 200
2: 30"A plus No 200
"3_ plulNo, 200
2:3lapa No 200
. See bololl
" 30% plus No,
2: 30"10 plus No 200
"30% plus No, 200
2: 30% plus No 2CMl
" 31ltlo pl. No, 200
2: 30"A plus No 200
" 30% plus No, 200
2: 30% plus No 200
"15% plus No, 200 .. l4n Clay
IS - 29% plus No, 200 ~ %1IMIIi 2: % linIIoI - Leom CI.y with SOlId
% libd < % gravel ---- I...dih Cla.y with Gilvcl
" .lIIId 2: % lPINel" !l'l8<ly Loin Clay
2: with Guvel
lI'i:"",d"%~
"
~ 15%iflvel
" 15% pIUI No, 200 SillY CiIY
15 - 2~ plus No, 200 ~ ,,_ ....gIllvlll - SillY Cltyllrith SllIld
_d <l W,giivel --- SillY CllIy with GftIoel
% s.nd;! 11IIo goveI " 15% lljveI .. :limdy Silly ClOy
;>, 1 fl'o i!'lovel Guyel
%s~d<%gJ!lvel <
2:
" IS~plus No, 200
IS-29I1tplusNo,2!1ll ~
% s~d" %~vel
III Silt
- Silt with SlI!ld
- Silt with Gnorel
_ySilt
Sobdy Silt with Chl<el
Gnwelly Silt
.. ~~.Ily Silt with ~nd
"
2: IS%gieVeI
<15%~~el
2:15%~vlll
" 15% plus No, 200
15 ,29% plus No, 200 ~
%..~ %"~vel
% ,~d .;,y~veI
" 15o/t1)lus No, 200
15 - 29% J8ls No, 2~
% '!'!jd"%)O!l!v!i!
"15% plus No, 2<l1l1
15 - 29% plus No, 2.
%Fd <%.~vet
with ~d
.. It!!tCJcy
- F.. Cloy with SlIIIII
_ I!Il CIiljr with Gtooiel
9Indy Bit Cliy
..
~
.. Ellll!ioSilt
_ EI.ieSilt with ~d
--- Elaie Silt with ,",,01
.dy Elastic Silt
911ndy El.tio Silt with <4,,,01
. Or,."ie Clio;v
K lII.nd 2: % gIlIviJI' ___ Orpoio Cll~ .th Sand
% lind "% g.vel - Ocpnie Clii} with (Jjjjylll
"
" 15% plus No, 200
15-29%phIlNo,200 ~
% 1Ihtd ;?;~~el
"
~ol
Or..nio Silt
" 15% plus No, 200
IS - 211'Vo plus No, 21le
"
15
CilFr;! slit
'l'tllllll2: r. I!I'lvel --- Orlll!l"ie Silt with S...
%~,,~.I --- Orl!il11ie Silt with Gavllll
"15% graIlel _ Sandy Org1lllio Silt
;>, 15% ~e. _ SiIildy Orga1oio Silt with G",,,"1
"
2:
"
2:15%Nel
"
g,
"15% gdltel
~15%~el
200
200
g,
Gr~el
Fd
GROUP
Cu ~ hnd I<Cc<3 <: 15% sand .. Well Graded o.tvel
~ Well Graded Gravel with Sand
Cu <: 4 ad/or hee:>3 - GP <15% Poorly
<:
f",'III: ML or MH .. GW-GM < 15'llisfll'! WIIiI
Cu <:4"'d IsC",,3 <: 15%s....
flIl~Lor CH <: 15% stnd .. Will 0lllIed Glllv..with CI~
~ 15% land .. Will GlIded G;1Ilvdl with Cloi""Silhd
fines ... ML or :MH .. GP-GM .. Poorly Graded Gravel with Silt
Cu < 41111>d1or hCc>3 Poorly
fmesc;o:CL or CH .. GP-GC Poorly Graded
.. Poorly
finv'iiML ""MH <15%. Sil1;)o Ggyet
~ 15% slllld Sil1;)o Qlrvel with Sill!
> fm...~ CL or CH .. GC < 15'!Jo:sni Clilliey GraVIII
<: 15% sad .. G~yey GIilVIII with Sind
fm...... CL.ML <: 15%""" .. Silty, CIIlyey (',.IM.
" IS%slllll .. Silty, (]'tyey Gitvlll with SAnd
Cu <: 6 0:"" l<Cc<3 .. SW < lit; S!!vel---- Ww.l ~,ded SdInd
~ W'lll ~"" ~d with~
Cu <: 6 and/or hee:>3 .. SP <: Poorly Gra_ !lond
<: IS%~vel .. Poorly O1td~ ~Ml1'ith CiIll'el
fm" .. ML .,.MH .. SW-SM < 15% 'i.V" -- Well GrlliIIII Sllnd llith Silt
Cu <: 6 .nd l<Cc<3 ,,15% Slllvel .. Well Graad iJIlnd with SillWld om.el
:;lAND fm..~ CL or CH SW-SC <: W" Giloiiod Sind .th C'Iooy
% AMid ~ " Willi ~ ~d with C~y~d ~v.1
o/!81:Ifl:V~
fin_ ML or MH - SP-SM <: Poorly
Cu <: ~or bee>3 " Poorly Silt and GrtroII
fmes : CL or CH .. SP-SC <: Poorly q,y
" IS%lIDvel .. Poorly Graded
fme.!= ML or .'ME: .. SM <:l~;'lIIlll>v.l- SiltylWld
" 15% PJlVel Silty sail with Gl-lrN.1
> fm_CL.CH .. SC <:IS%gllllvlll .. Cliyey Siild
" Clcyey llloid with 0.-1
fines _ CL-ML .. SC-SM Silty, Clayey td
Silty, C~ey _ d with ~.l
ASTM D2487 Soils Classification Chart (cont.)
ffi
OBSEV A TION WELL NO. B-1
hMERICAN
r-- ~ ~.~
~'-"~ ~ ~
TECHNICS
PROJECT: Stacey Infill Groundwater
LOCATION: 1432 W. 4th Street, Bolle, Idfbo
DATE OF DRILLING: November 15,2006
LOGGED BY: A. Lyman
DRILLING 'METHOD: Hollow Stem Auger
(,1
WATER LEVEL: 8.4f.tlt on 11/15/06.
ELEVATION: NA
,..." SAMPLE
4:l
'-" ~
,..." Z
~ lZl
0 6
~ ~ 0
'-" ~
::r:: u
t i:-'I fii
i:-'I ~
i:-'I .....l >c ~
Cl i:-'I f-<
o
't(
2
4
6
8
10
12
DESCRIPTION
Sandy Lean Clay (CL)-
About 70% low plasticity fines; about 30% fine sand; moist;
brown,
Fine to coarse sand; modlll'ate cementation at 2.5 feet to 4,0
feet,
Silty Sand with Gravel (SM)-
About 50% fine to coarse sand; about 30% hard, subrounded
gravel to 3"; about 20% low plasticity fiIJIs; moist to wet;
brown,
Bottom of hole at 12,0 feet.
Groundwater encountered at 8.4 feet on 11/5/06
REMARKS
Top ofPVC Piezometer. PVC
cap,
7 feet south offence, 139 feet
from WRG control point #28,
Installed 2" PVC Piezom~er to
12,0 feet. 2,5' of scrl.ln screen on
bottom, 1 foot stickup above
ground surface with PVC cap,
Backfilled with sand and gravel
cuttings 12' to about 6'. backfilled
with lean clay cuttings from 6' to
1.5', Bentonite chips 1.5' to 0.5'
feet, cuttings from 0.5' to ground
surface,
PROJECT NO. 06G-G1436
PAGE 1 ofl
OBSERVATION WELL No. B-1
Stacey Infill Project
Meridian, Idaho
Project No. 06B-G1436
A:ME'i'IC'.
r-e-e"
~ ~~ ~
T E C H ,..N,- I C S
APPENDIX C
IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL
ENGINEERING REPORT
APPLICATION FOR AUTHORIZATION TO USE
~
u
~ American Geotechnics
~
'!
Stacey Infill Project AI " E II I ( k tI
Meridian, Idaho ,.. e .. e ..,
Project No. 06B-G1436 ~E tH;) c~
Note: This report is prepared solely for the use of our client and our client's consultants in
relation to the project described herein. Other parties shall not utilize this report
without the written permission of American Geotechnics.
APPLICATION FOR AUTHORIZATION TO USE AND COPY
TO:
American Geotechnics, Inc.
5260 Chinden Blvd.
Boise, Idaho 84714
FROM:
(your company)
(your name and title)
( office address)
~
(your telephone)
(your fax)
~I
III
RE:
(Report Title, Project Name, and Site Location)
American Geotechnics Report No.
Report date
To American Geotechnics, Inc:
Applicant understands and agrees that the use of the referenced report without pennission from American
Geotechnics, Inc. releases American Geotechnics, Inc. from any liability that may arise from use of this report.
Applicant recognizes that American Geotechnics, Inc. is the copyright owner of this document. Applicant agrees that
unauthorized use or copyini of the referenced report for the subject site is strictly prohibited without the express
written permission of American Geotechnics, Inc.
Applicant agrees to accept the contractual terms and conditions between American Geotechnics, Inc. and the client
listed in the referenced report as originally negotiated for the work.
(your signature)
(your title)
(date)
-- -=--,
Statement from American Geotechnics, Inc,
~'..
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1 copy approved for re-use after payment of a fee of $ to American Geotechnics, Inc.
_ Disapproved, This report needs to be updated by American Geotechnics, Inc,
By:
American Geotechnics, Inc
Date:
American GfiIlotechnics
II\IPORT.\'T I:\F()R\1 \ THll\ \R(llll \ (H'R GF ()rr( II \IC.-\I
fl\f ;1"f_FRIl'(; REPORT
More construction problems are caused by site
subsurface conditions than any other factor. As
troublesome as subsurface problems can be, their
frequency and extent have been lessened
considerably in recent years, due in large measure to
pro~ams and publications of ASFE/The
Association of Engineering Firms Practicinj in the
Geosciences.
The following suggestions and observations are
offered to help you reduce the ,geotechnical-related
delays, cost-overruns and other costly headaches
that can occur during a construction project.
i
A GEOTECHNICAL ENGINEERING REPORT
IS BASED ON A UNIQUE SET OF PROJECT-
SPECIFIC FACTORS
A .geotechnical engineering report is based on a
subsurface exploration plan designed to incorporate
a unique set of project-specific factors. These
typically include: the seneral nature of the structure
involved, its size and configuration; the location of
the structure on the site and its orientation; physical
concomitants such as access roads, parking lots, and
underground utilities, and the level of additional risk
which the client assumed by virtue of limitations
imposed upon the exploratory progl"am. To help
avoid costly problems, consult the geotechnical
e~ineer to determine how any factors which chqe
subsequent to the date of the report may affect its
recommendations.
1&
Unless your consulting geotechnical enaineer
indicates otherwise, your geotechnical engineering
report should not be used:
· When the nature of the proposed structure is
chan~d, for example, if an office building will
be erected instead of a parking iarage, or if a
refrigerated warehouse will be built instead of
an unrefriogerated one;
· When the size or configuration of the proposed
structure is altered;
· When the location or orientation of the proposed
structure is modified;
· When there is a change of ownership, or
. For application to an adjacent site.
Geotechnical engineers cannot accept responsibility
for problems which may develop if they are not
consulted after factors considered in their report's
development have changed
MOST GEOTECHNICAL "FINDINGS" ARE
PROFESSIONAL ESTIMATES
Site exploration identifies actual subsurface
conditions only at those points where samples are
taken, when they are taken. Data derived through
sampling and subsequent laboratory testing are
extrapolated by geotechnical engineers who then
render an opinion about overall subsurface
conditions, their likely reaction to proposed
construction activity, and appropriate foundation
design. Even under optimal circumstances actual
conditions may differ from those inferred to exist,
because no geotechnical engineer, no matter how
qualified, and no subsurface exploration program,
no matter how comprehensive, can reveal what is
hidden by earth, rock and time. The actual interface
between materials may be far more gradual or
abrupt than a report indicates. Actual conditions in
areas not sampled may differ from predictions.
Nothing can be done to prevent the unanticipated,
but steps can be ta*en to help minimize their impact.
For this reason, most experienced owners retain
their geotechnical consultants through the
construction stage, to identify variances, conduct
additional tests which may be needed, and to
recommend solutions to problems encountered on
site.
SUBSURFACE CONDITIONS CAN CHANGE
Subsurface conditions may be modified by
constantly-changing natural forces. Because a
.geotechnical engineering report is based on
conditions which existed at the time of subsurface
exploration, construction decisions should not be
based on a geotechnical engineering report whose
adequacy may have been affected by time. Speak
with the .geotechnical consultant to learn if
additional tests are advisable before construction
starts.
Construction operations at or adjacent to the site and
natural events such as floods, earthquakes or
groundwater fluctuations may also affect subsurface
conditions and, thus, the continuing adequacy of a
~eotechnical report. The ~eotechnical engineer
should be kept apprised of any such events, and
should be consulted to determine if additional tests
are necessary.
GEOTEC~CALSERVICESARE
PERFORMED FOR SPECIFIC PURPOSES
AND PERSONS
Geotechnical engineers' reports are prepared to
meet the specific needs of specific individuals. A
report prepared for a consulting civil engineer may
not be adequate for a construction contractor, or
even some other consulting civil enjineer. Unless
indicated otherwise, this report was prepared
expressly for the client involved and expressly for
purposes indicated by the client. Use by any other
persons for any purpose, or by the client for a
different purpose, may result in problems. No
individual other than the client should apply this
report for its intended purpose without first
conferring with the geotechnical engineers. No
person should apply this report for any purpose
other than that originally contemplated without first
conferring with the geotechnical engineer.
A GEOTEC~CAL ENGINEERING REPORT
IS SUBJECT TO MISINTERPRETATION
Costly problems can occur when other design
professionals develop their plans based on
misinterpretations of a geotechnical engineering
report. To help avoid these problems, the
geotechnical engineer should be retained to work
with other appropriate design professionals to
explain relevant :geotechnical findings and to review
the adequacy of their plans and specifications
relative to ~eotechnical issues.
BORING LOGS SHOULD NOT BE
SEPARATED FROM THE ENGINEERING
REPORT
Final boring lo~s are developed by geotechnical
engineers based upon their interpretation of field
logs (assembled by site personnel) and laboratory
evaluation of field samples. Only fmal borin8 logs
customarily are included in geotechnical
enaineering reports. These logs should not under
any circumstances be redrawn for inclusion in
architectural or other design drawings, because
drafters may commit error or omissions in the
transfer process, Although photographic
reproduction eliminates this problem, it does
nothing to minimize the possibility of contractors
misinterpreting the logs during bid preparation.
When this occurs, delays, disputes and unanticipated
costs are the all-too-frequent result.
To mmlmlze the likelihood of boring log
misinterpretation, give contractors ready access to
the complete geotechnical engineering report
prepared or authorized for their use. Those who do
not provide such access may proceed under the
mista!en impression that simply disclaiming
responsibility for the accuracy of subsurface
information always insulates them from attendant
liability. Providin8 the best available information to
contractors helps prevent costly construction
problems and the adversarial attitudes which
ag~avate them to disproportionate scale.
READ RESPONSmILITY CLAUSES
CLOSELY
Because .aeotechnical enjineering is based
extensively on judgment and opinion, it is far less
exact than other design disciplines. This situation
has resulted in wholly unwarranted claims being
lodged against geotechnical consultants. To help
prevent this problem, geotechnical engineers have
developed model clauses for use in written
transmittals. These are not exculpatory clauses
designed to foist geotechnical enjineers' liabilities
onto someone else. Rather, they are definitive
clauses which identify where geotechnical
enjineers' responsibilities begin and end. Their use
helps all parties involved recognize their individual
responsibilities and take appropriate action. Some
of these definitive clauses are likely to appear in
your geotechnical e~ineerinl report, and you are
encouraged to read them closely. Your geotechnical
engineer will be pleased to give full and frank:
answers to your questions.
OTHER STEPS YOU CAN TAKE TO REDUCE
RISK
Your consulting geotechnical engineer will be
pleased to discuss other techniques which can be
employed to mitigate risk. In addition, ASFE has
developed a variety of materials which may be
beneficial. Contact ASFE for a complimentary copy
of its publications directory.
Published by
ASFE
(The Association of Engineering Firms Practicing in the Geosciences)
8511 Colesville Road/Suite G 106/Silver Spring, Maryland 20910
301/565-2733
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O'~ners
'Cs~-~:~~':2r~Ji~'H~ -
Owner Address
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GLENN~ CA 95913-0000
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Pro))erty Address: deklan
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'"
BEARD KARl MERIDIAN, ID 83642-0000
Property Address: deklan
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BLESSINGER RONNIE A 1418 W 02ND ST
BLESSINGER HAZEL M MERIDIAN, ID 83642-0000
Property Address: deklan
BOLTON TERESA L 1501 W 02ND ST
MERIDIAN, ID 83642-0000
Property Address: dekIan
BRODERSON JOSHUA 218 W MAPLE AVE
MERIDIAN, ID 83642-0000
Property Address: deklan
BROWN ELAINE F 230 MAPLE AVE
MERIDIAN, ID 83642-2261
Property Address: deklan
CAMPBELL DARCI 315 W MAPLE AVE
CAMPBELL ROGER MERIDIAN, ID 83642-0000
Property Address: deklan
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O~ers
CHRISTENSEN ROBERTA
Property Address:
CHURCH OF JESUS CHRlST LATTER DAY SAI
Property Atltlress:
CLAY DAVID W
CLAY PATRICIA E
Property Atltlress:
CONRADI JEFFREY T &
CONRADI LINDA K
Property Atltlress:
DICKSON DONALD M &
DICKSON LINDA K
Property Atltlress:
DOMKADAVID &
DOMKA MARY 10
Property Atltlress:
EGBERT DOUGLAS
EGBERT CARLEEN
Property Atltlress:
EPLEY RITA L
Property Address:
FARMER LINDA S &
FARMER SCOTT D
Property Address:
FERNANDES JOHN &
FERNANDES KAY
Property Atltlress:
Owner Add."ess
l~~N CRESTMONT DR
MERIDIAN, ID 83CW2-0000
deklan
50 E NORTH TEMPLE ST FL 22
SALT LAKE CITYd;;UT 84150-0002
deklan
1526 W 02ND
MERIDIAN, ill 83642-0000
deklan
323 MAPLEAVE
MERIDIAN, ill 83642-2268
dek1an
233 MAPLE AVE
MERIDIAN, ill 83642-2269
deklan
1404 W 02ND ST
MERIDIAN, ill 83642-0000
deklan
]()~ E FAIRVIEW AVE # 249
MERIDIAN, ill 83642-1733
deklan
307 W MAPLE AVE
MERIDIAN, ill 83642-2268
dek1an
314 CAMELLIA AVE
MERIDIAN, ill 83642-2228
deklan
1296 N CRESTMONT DR
MERIDIAN, ill 83642-2176
deklan
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O,ijncrs Ownel" Addrcss
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GASKELL KEVIN R Pl>6J:I- N I\.1!DTOWN ST
MERIDIAN. ID ~;/42-0000
Property Address: deklan
GEARY SANDRA 3383 JA YLEE DR
SANTA ROSA, CA 95404-0000
PI"Ollcrty Address: deklan
GRAY BRYANN 1516 W 02ND ST
GRAY HETTY M MERIDIAN, ID 83642-0000
PrOllerty Address: deklan
HEINRICH STEVEN D & 214 CAMELLIA AVE
HEINRICH DONNA F MERIDIAN, ID 83642-2226
Property Address: deklan
HENDERSON CALVIN K & 5445 EL GA TO LN
HENDERSON BARBARA A MERIDIAN.... ID 83642-0000
Property Address: deklan
HUFFAKER GLEN D 306 W MAPLE AVE
HUFFAKER NICOLE L '.1 MERlDIAlii ID 83642-0000
Property Address: deklan
JANTZ JOHN R 142 E CLEARVUE DR
JANTZ MYRNA L MERIDIAN", ID 83646-5212
Property Address: deklan
JEFFERY VALERIE E 1318 W 04TH ST
MERIDIAN, ID 83642-0000
Property Address: deklan
JOHNSON STEVEN K & 316 MAPLE AVE
JOHNSON BARBARA A MERIDIAN. ID 83642-2267
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Propel-ty Address: deklan
JOHNSON STEVEN K & 316 MAPLE AVE
JOHNSON BARBARA A MERIDIAN. ID 836lt2-2267
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Property Address: deklan
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Owncrs Ownel' Addrcss
LANDON CAROL L I W1 N MIDTOWN ST
MERIDIAl'h ID 836'42-0000
Prollerty Address: deklan
LAW CHAD 1326 W 04TH ST
MERIDIAN, ID 83642-0000
Property Address: deklan
MCFADDEN ARTHUR L & 316 CAMELLIA AVE
MCFADDEN SHERRIE MERIDIAN, ill 83642-2228
Property Address: deklan
MCMURDIE PAUL 2260 S ICE BEAR WAY
MCMURDIE SHANELL MERIDIAN, ill 83642-0000
Property Address: deklan
MILTENBERGER SUSAN C 2614 N GRANDEE ST
BOISEl1' ID 83704-5940
Property Address: deklan
MOST MARSHALL G & 1345 N MIDTOWN ST
MOST CLAUDlkoJ MERIDIAN, ID 83642-0000
Property A'Odress: deklan
MURPHY TERRyf~ 2922 E MOON DIPPER CT
MURPHY CAROL MERIDIAN, ill 83642-0000
Property Address: deklan
MURPHY TERRY P 2922 E MOON DIPPER CT
MURPHY CAROL MERIDIAN, ill 83642-0000
Property Address: deklan
MUSIC DAWN R 1323 W 04TH ST
MERIDIAN, ID 83642-0000
Property Address: deklan
NEWBERRY RICHARD E & DONNA J 1337 W 02ND
MERIDIAN, ID 83642-0000
Property Address: deklan
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O,'"crs Own c." Address
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PARSON HARLEY IJl9 N MIDTOWN ST
MERIDIAN, ID 836~2-0000
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Property Address: deklan
PAUL LARRYM PO BOX 581
PAUL KATHLEEN MERIDIAN. ID 83680-0518
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Propeliy Address: dekIan
PAULIN JASON B 1502 W 02ND ST
PAULIN BEL YN V MERIDIAN, ID 83642-0000
Property Address: dek1an
RAMSAY mANIT A R 1410 W 02ND ST
MERIDIAN, ID 83642-0000
Property Address: dek1an
RARICK JOSEPH R ., 451 W MAPLE AVE '"
RARICK STEPHANIE .. MERIDIAN, ID 83642-0000
Property Address: dek1an
SANDERS RANAE P .- 14:M- W 02ND
MERIDIAN, ID 83642-0000
PrO)lerty Address: deklan
SHAFFER LISA E &. 3620 RAMP ART ST
SHAFFER TERRY W BOISE, ID 83704-4551
Property Address: deklan
SMITH DAVID L 217 W MAPLE AVE
MERIDIAN, ID 83642-0000
Property Address: deklan
SPRINGER TODD 1427 N MIDTOWN ST
MERIDIAN, ID 83642-0000
Property Address: deklan
ST ANDLEY DONALD ~5 W MAPLE AVE
ST ANDLEY STEPHANIE MERIDIAN, ill 83642-0000
Pmperty Address: deklan
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Owners Owncl" Address
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208 W MAPLE AVE
MERIDIA~)D 830~-OOOn
deklan
26'~I W LEROY CT
MERIDIA~ID 8~642-4307
deklan
1394 N MIDTOWN ST
MERIDIAN, ID 83642-2175
deklan
1430 N MIDTOWN ST
MERIDIAN, ID 83642-0000
deklan
225 W MAPLE AVE
MERIDIAN, ID 83642-0000
deklan
1313 W 04TH ST
MERIDIAN, ID 83642-0000
deklan
STANSELL MICHAEL G
Propcl'1:Yi Address:
STUCKER LEE R & F AE M TRtB
Property Address:
TAYLORABB H &
T AYLOR RUTH M
Property Address:
TEEL JOHN D
TEEL LAURA E
Property Address:
TEETER TRACY E
MARTINDALE-CASH MEGAN
Property Address:
THOMAS DREW A
Property Address:
TOWELL MICHEOO
1426 W 02ND ST
MERIDIAN, ID 83642-0000
Property Address:
deklan
VELASQUEZ JASON
BURRUS-LIBUITI TINA
1367 N MIDTOWN ST
MERIDIAN, ID 83642-0000
Property Address:
deklan
VICTORY CHRISTOPHER MICHAEL
2424 E INDIAN CREEK DR
MERIDIAN, ID 83642-9196
Property Address:
deklan
W ALLIN DEAN A
1325 W 02ND ST
MERIDIAN, ID 8~6II2-0000
Property Address:
deklan
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O'~ers Owner Address
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WILLIAMS FRED M &
WILLIAMS SANDRA L
236 CAl'vt'ELLJA AVE
MERIDIANti ID 83&2-0000
Property Add.'ess:
deklan
WILLIAMSON FAMILY TRUST
WILLIAMSON W H & M B TRUSTEES
15501 E I J2TH AVE UNIT 30F
COMMERCE CITYe; CO 80022-98lif
Property Address:
deklan
WILLS MARYLIN G
PO BOX 23
MERIDIAN, ID 83641-0000
Property Address:
deklan
WOODELL TODD
WOODELL SUZANN
428 W MAPLE AVE
MERIDIAN. ID 83642-0000
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Pro))erty Address:
deklan
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