HomeMy WebLinkAboutDanville Place Sub AZ, PP App
~;;di:Xn~ &;: '\, TRANSMITTALS TO AGENCIES FOR COMMENTS ON
v
/. lD,\HO t' DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
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., 'F~j-iQlrhtTHEASvm~VN.lS:.~ SlHCE To insure that your comments and recommendations will be considered by
1903 the Meridian Planning and Zoning Commission please submit your
comments and recommendations to Meridian City Hall
Attn: Will Berg, City Clerk, by: September 28, 2006
Transmittal Date: August 17, 2006 File No.: RZ 06-007 I PP 06-043
Hearing Date: October 5, 2006
Request: Public Hearing · Rezone of 2.28 acres from an R-4 to an R..8
zone and Preliminary Plat approval of 8 residential lots on 2.28 acres
in a proposed R.8 zone for Danville Place Subdivision
I
f.
MAYOR
Tammy de Weerd
CITY COUNCIL MEMBERS
Keith Bird
Joseph W. Borton
Charles M. Rountree
Shaun Wardle
CITI DEPARTMENTS
City Attorney/HR
703 Ma in Stree t
898-5506 (City Attorney)
898-5503 (HR)
Fax 884-8723
By: Oanville Home, LLC
Location of Property or Project: 1812 & 1838 Leisure La ne
Fire
540 E. Franklin Road
888-1234 / fax 895-0390
David Zaremba (no FP)
David Mae (no FP)
Wendy Newton-Huckabay (No FP)
Michael Rohm (No FP)
Keith Borup (No FP)
Tammy de Weerd, Mayor
Charlie Rountree. Cte
Joe Borton, C/C
Keith Bird, C/C
Shaun Wardle, C/C
Water Department
Sewer Department
San ita ry S erv i CeS(No v AR, v AC, F P)
Building Department I Rich Greene
Fire Department
Police Department
City Attorney
City Engineer
City Planner
Parks Department
Parks & Recreation
11 W. Bo,vcr Street
888-3579 / fax 898-5501
PJa nning
660 E~ Watertower Lane
Suite 202
884-5533 / fax 888-6844
Po Ii ce
1401 E. Watertower Lane
888-6678 / fax 846-7366
Public Works
660 E. Watertower Lane
Suite 200
898-5500 / fax 895-9551
- Building
660 E. Wa tertower La ne
Suite 150
887-2211 / fax 887-1297
- Wastewater
3401 N. Ten Mile H.oad
888-2191 / fax 884-0744
- Water
2235 N.W. 8th Street
888-5242/ fax 884-1159
Your Concise Remarks:
Meridian School District (No FP)
Meridian Post Office(FP/PP only)
Ada County Highway District
Ada County Development Services
Cent ral D i st ri ct Health
Nampa Meridian Irrig~ District
S ettl ers I rrig. D i stri ct
I d aha Power CO. (FP ~pp tC U P)
Owest (FP/PP only)
I nterm 0 U nta i n Gas (FP/PP only)
B urea u of Reel a mati 0 n (F P/PP only)
I d a ho T ranspo rtatio n D ept. (N 0 FP)
Ada County Ass. Land Records
Merjdian Development Corp.
Historical Preservation Commc
CITY HALL 33 EAST IDA.HO AVENUE MERIDIAN, IDAHO 83642 (208) 888-4433
CITY CLERK - FAX 888~42l8 rlNANCE & UT[LlTI' BILUNG - FAX 8874813 MAYOR1S OFFfCE - FAX 884-8119
Printed on recycled paper
Hearing Date: October 5, 2006
File No:
RZ-06-007
Project Name: Danville Place Rezone
Request:
Rezoning of 2~28 acres from R-4 (Medium Low-Density Resiential) to R-8
(Medium Density Residential), by Danvill Home, LLC
Location:
1812 & 1838 Leisure Lane; SE % SW X of Township 3 Northj Range 1 West,
Section 1 (West of the Deerfield Subdivision)
File No:
PP-06-043
Project Name: DanvHle Place Subdivision
Request:
Preliminary Plat approval of eight (8) residential lots on 2.28 acres in the
proposed R-8 zone, by DanvHle Home, LLC
CEIVEJ_ '
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GffY OF MERIDIAN
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Planning Department
COMMISSION & COUNCIL REVIEW APPLICATION
1t~CEl'TE!D
Type of Review Requested (check all that appl~^\G {} \ "Lvvv _'
Mf....' -~ < i i \ pU. ~
.::i .:~.~ t* t.~:d\.-fi 1..~.s..:.:").:r. i:.:./..:;.:.:.::i:..:) .:..:::......: :::.:.:: :.::; ::.:..:::: :... ::..":": .:.:: ..:. . .. .
D Annexation and Zoning
o Comprehensive Plan Map Amendment
o Comprehensive Plan Text Amendment
o Conditional Use Permit
o Conditional 'Use Permit Modification
D Final Plat
D Final Plat Modification
o Planned Unit Development
I)jJ Pre] i minary Plat
~ Rezone
o Time Extension (Commission or Council)
DUDe Text Amendment
o V acati on (Coun eil)
o Variance
o Other
-.. I-Ie~~iriiAat~: :1~/~1~~; - -. _ c~l11iliissi()r1 bC()undl
Applicant Information
Applicant name: Oc;,^ V\ \ \ L \\(}(Y\L i.. -b....c.. ~
A pp] i can t address: ~\ '\ L ~ . GCt '"" 'oJ Q'"'-.. \t..... 0.. v~ .
..
Applicant's interest in property: 0 Own 0 Rent ~ Optioned 0 Other
Owner name: ~l..tA~ \..Jo. lX..,,;;> : t ~~u.,l2--\ \ ...)~It. -\\-
\ \
Owner address: \Y\1.. ~.t \ ~~S< '1hQ..\~\.YJl- Ch~__
Phone: ~~, -IKlo\O
Zip: <6~L\L
Phone:
Zip: )S"!\.a \..\ L
Agent name (e~g., architect, engineer, developer, representative): ~~'o,^~ C\.k W'V\ \.\JL,^-e.~ c..-\
Finn narne: b,^l '"'-~ ~ E. (\.'-\.{ C\.~.o '" ~ l{\ L Phone: 3lt 4..{ -, ..., o~
~ ~ ~
Address: \ YUO \ ~. Q)d~~ \p\~ QoA. ~ ~c.J\' ~)I-- UL 0\... Zlp: %-61 u:5
Ptimary contact is: D Applicant DOwner fi Agent 0 Other
Contact name: ~~ \t) V\...l ~ c... \.l.-l'\. '-.\ L"'-o..., ~
E-mail: ~~\oU.\.~t\..-.W~&t\io.......)-.C.Y\t:....~Qt\A.i V\c... ({JIY"\.
\ ~ , \.
Phone: ~44~ c...,0U
Fax: 3l4)"~~S-()
Subject Property Information
Loca ti onl street address: \ ~ \. J "'? \ <c ~ <;< ~ " \ ~l Jl 0.... ~ ~
Assessor's parcel number(s): i)\ 2-0 \ ~ "-\lJ2 \~~ ~ \~) \ ~4lo "'l11(")
Town shi p, range, secti on: 1f\) \ W 0 \. Total acreage: d ~2 ~ /~~t -e.. ""\
Current land use: ~S\ ~~ 1. Cun.ent zoning district: t-Lt
..-T ~_.
4!". -
~.,-""\ (~ T-~ l \ TE%~' ;
1-41 v_ 1 UJ1. V fJ
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660 E. Waterto\ver Lane, Suite 202 · Meridian, Idaho 83642
-./ Phone; (208) 884-5533 · Facsimi Ie: (208) 888-6854 . Website: \v\-v\v.Jneridiancitv.ore
CiTY OF MERIDIAN," I
{~hV CLERK OFfICE:
Project Description
Proj ect/ su bd ivisi on name: 0'-<.. ^ l.J \ " lI..... <J \ '-<. .. CL ~ \,J '0 c..\ \ \I ( <:..1 Gn'\~
General description of proposed proj ect/request:
\l.JL~\JQ...)\rn..) ~ V..Ql ~ ~ q y \-u Y\t.t....J"L c..... ~.d h \l t~ 't ~ '-()\-~.
Proposed zoning di stri ct( s): ,,-... 'R
Acres of each zone proposed: ~. '1. Y 1>\ l'..(. ~
Type of use proposed (check a"l 1 that apply):
~ Residentia.J 0 Commercia.J 0 Office D Industrial D Other
A meni ti es provided with this development (i f apph cahl e): '-(\tAsL
Who wi] I own & maintain th e pressurized i rrigati on system j n thi s development? \-\ ~
Which irrigation district does this property lie within? (\()"M \?t- (V'J\J2A\ 0\. ~ kro...J
Primary "inigation source: Secondary:
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): {\ J ~4.-
Residential Project Summary (if applicable)
N urn ber of resi denti al units:
~
Number of building lots:
~ ~
Number of common and/or other lots: ,0'
Proposed number of dwe1Iing units (for multi-family developments only):
1 Bedroom: 2 or more Bedrooms:
:Minimum square footage of structure(s) (excl. garage): Proposed building height:
Minimum propel1y size (sJ): ~0 ~ ~ <; ~ (" ~ Average property size (s.f): . 3'\ At Jrt ~
Gross density (DU/acre-total land)~ 1. \,q I O\J 9J11\. f\tJ ~ Net density (DU/acre-excluding roads & alleys)~
Percentage of open space provided: fd' Acreage of open space: U
Percentage of useable open space: or a; (See Chapter 3, Article G, for q uallfied open space)
Typ e of open space pravi ded in acres (i. e~) .1 an dscap i ng, public, common, etc): P
Type of dwelling(s) proposed: ~Single-family 0 Townhomes D Duplexes 0 Multi-family
Non-residential Project Summary (if applicable)
N umber of bui"l ding lots:
Gross floor area proposed:
Other lots:
Hours of operation (days and hours):
Percen tage of S1 te/proj ect devoted to the fa")! owi ng:
Landscaping: Bullding: Paving:
.Ex i sting (i f app Ii cab I e):
Building height:
Total number of employees: Maximum number of employees at anyone time:
Number and ages of students/chi J dren (if appllcable): Seating capacity:
Total number of parking spaces provided: Number of compact spaces provlded;
A u tit 0 rizatio n
Print applicant na :'b,^:~ \. ~,\~~
Applicant signature. . Date: toP \ - ~ \- 0 \..Q
660 E. Watertower Lane, Suite 202 . Meridian, Idaho 83642
Phone: (208) 884-5533 · Facsimile: (208) 888w6854 . Website: ww\v.meridiancity.org
2
BRIGGS ENGINEERING, Inc.
ENGINEERS I PLANNERS I SURVEYORS
1800 West Overland Road
Boise} Idaho 83705 - 3142
Voice (208) 344-9700
Fax (208)345-2950
E-mail sabrinaw@briggs-engineering.com
July 28, 2006
Honorable Mayor and Meridian City COlUlcil
30 East Idaho Avenue
Meridian, Idaho 83642
RE: Application for Rezone and Preliminary Plat
On behalf of my client Danville Homes LLC, please accept this application for rezone
from R-4 to R.-8 and Preliminary Plat for Danville Place Subdivision~ This property is
currently located north of Cherry Lane and is in between 11 th Ave and Leisure Lane~ Ths
subject site address is 1812 and 1838 Leisure Lane, whicl1 together is approximately 2.28
acres~
This applicatiol1 and Preliminary Plat are in conformance with all requirements and
provisions ofUDC and meets all local standards for acceptable engineering, architectural
and surveying practices.
Danville Place Subdivision will be an eight (8)-10t subdivision~ Two (2) homes already
exist on the property, which take access off of Leisure Lane. We will be placing the
additional five (5) lots in the rear of the two (2) existing homes, whereby each lot will be
taking direct access of off 11 th Ave. The lot size ranges from 5,038 to 28,547 s.f. for this
subdivision
A 20' emergency access has been placed on the northern boundary of the property to
allow, emergency access, as well as stubbing water and sewer onto Leisure Lane~Tllis
application at this time is not requesting any variances, and CCR's will be provided prior
to the submittal of the Final Plat
Danville Subdivision is a small intill site that is going to be a quality development
Danville Homes are noted for their high-standard of quality homes, and with tllis addition
for this area, we feel that it will bring a asset to the City of Meridian. I look forward to
working with you and your staff, and please do not hesitate to call me if you have any
questions or concerns.
-------- -
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BRIGGS ENGINEERING, INC.
DANVILLE
SUBD IVISIO N
[ BRIGGS ]
SH EET : 1 0 F 1
VICINITY MAP
ENGI N EERS PLAN N ERS SU RVEYORS
1800 W. OVERLAND ROAD t BOiSE, IDAHO 83705 t (208)344-9700
V~C~N~TY
DWG NO. SCALE:
60509 1 ~~= 1 OO~
These drawings. or any portion thereof, shall not be used
on any Project or extensions of this Project except by
written agreement from Briggs Engineering, Inc.
DWG DATE:
07/14/06 TSK
\60509-V-Mop.dwg TSK
DESCRIPTION FOR
PROPOSED DANVILLE SUBDIVISION
July 31, 2006
A PARCEL OF LAND LOCATED ThI THE SOUTHEAST 1/4 OF THE SOUTHWEST
1/4 OF SECTION 1, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN,
ADA COUNTY, IDAHO, MORE P ARTICULARL Y DESCRIBED AS FOLLOWS:
CONfMENClNG AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF
THE SOUTHWEST 1/4(8.1/4 CORNER) OF SAID SECTION 1, T. 3 N., R. 1 W~,
B.M., THENCE S 89042'08" W ALONG THE SOUTH LINE OF SAID SOUTHEAST
1/4 OF THE SOUTHWEST 1/4 829.03 FEET TO A POThIT; THENCE N 00035'00" W
40.00 FEET TO A POINT AT THE ThITERSECTION OF THE RIGHT OF WAYS FOR
WEST CHERRY LANE AND NW 11 TH AVENUE, ALSO BEING THE SOUTHEAST
CORNER OF WHITETAIL SUBDIVISION; THENCE CONTINUING N 00035'00" W
ALONG THE WESTERLY RIGHT OF WAY FOR NW 11 TH AVENUE AND THE
EASTERLY BOUNDARY OF SAID WHITETAIL SUBDIVISION 290.00 FEET TO
THE REAL POINT OF BEGINNING OF THIS SUBDIVISION;
THENCE S 89043'57" W ALONG NORTHERLY BOUNDARY OF SAID
SUBDIVISION 114.46 FEET TO A POINT;
THENCE S 89022'20" W LEAVING SAID NORTHERLY BOUNDARY 141.54 FEET
TO A POINT;
THENCE N Ooo35tOOn W 142.83 FEET TO A POINT;
THENCE N 18055100" E 251.26 FEET TO A POlNT;
THENCE N 89025'0011 E 172.13 FEET TO A POINT ON SAID WESTERLY RIGHT
OF WAY FORNW 11TH AVENUE;
THENCE S 00035'OQU E ALONG SAID WESTERLY RIGHT OF WAY 380.20 FEET
TO REAL POINT OF BEGINNING OF THIS SUBDIVISION, CONTAINlNG 2.00
ACRES, MORE OR LESS, AND BEThIG SUBJECT TO AN EASEMENT FOR
INGRESS-EGRESS AND UTILITIES FOR N~ LEASURE LANE ALONG THE
WESTERLY SIDE OF SAID SUBDIVISION.
WAYNE K. BARBER
60509-subdesc* doc
The Grantees hereIn have read and approved the follo\ving:
{jj
Title File No.: TOZ..S3919..<(/
FOR VALUE RECEIVED
Gary C~ Weeks and Vicloria Weeks. husband and wife
WARRANTY DEED
GRANTOR(s)t does(do} bereby GRANT~ BARGAIN, SELL and CONVEY unto: Margaret A Wallett and
Robert K. Wallen I husband and wife
GRANTEES(s). whose current address is: 1838 Leisure Lane , Meridian, Id 83642
lhe fa Hawing described real properly in Ada County. State of Idaho~
more particularly described as follows t to wit:
A parc~J of land in (he West half of the Southeast quaner of the Southwest
quaner of Section 1 t Township 3 Norm. Range 1 Wes[. Boise l'vferidian~ Ada
Counly. Idaho. more partjcul ariy descri bed as follows:
Commencing at me Southeas( comer of the West half of the Southeast quarter of
the South west quarter of said Seclion I; thence
Wes[ along the center line or Cherry Lane 165 ~ 00 feet (0 a poiol; thence
North 0007' West 501.12 feet to the REAL POINT OF BEGINNING; thence
West 245.99 feet to a point: thence
North 19023' East 221.27 feet to a point; thence
North B9053' East 172.13 feet to a point; thence
South 0007' East 2Q9.08 feet to the REAL POINT OF BEGINNING.
2DD2 JL 3 I Pli~: 30
RECORDED~REQUESTOF
FE[-7.'~EPuT;79C~
102081004
. .TRANSNATtON
ADA COUNT Y RECORDER
J. DAVID NAVARRO
~. "1 r :-. ~rL-\ ~rn
TO H A V E AND TO HOLD lhe said premises ~ with their appurLenances unto the said Granlee(s) 1 and Grantce(s)
heirs and nssigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s), lhat
Grantor(s) is/are the owner{s) in fee simple of said premises; that said premises are free from all encumbranccs~
EXCEPT those to which this conveyance is expressly made subject and those madei suffered Dr done by the
Grnntee(s); and subject to reservatlonst restrictions. dedications, easements. rights of way and agreements,(if any)
of record~ and general taxes and assessments} (including irrigation and utility assessments. if any) for the currenl
year. whicb are not yet due and payable~ and that Granror(s) will warrant and defend the same from aJ 1 lawful
daims whatsoever.
-z)~~0;u:),A----
Victoria Weeks
;;~;~: b~;;~a::.a:h'~~~;I;::::~~t;N;~:; ~~liC in and .(::,.~...~:~,t:.~,;~:~.:.~:+:~,;'~:~~~_:.'J~:~'~". x .(/!J.
for said State, personally appeared ... : <.__. :.:' \ '''?'
GaJ)' C. Weeks and Vic[Qria Weeks ; ~~. 1-\:.1 ~ ~. ~ i :. Ii -:; ::
-----~ ~ 0 __ "~~ 0....: .'\~'t' ... - . ~.:..1; ;ff1
.c:::::..--- ~...... f~p 'Io~.'O:.jlt-,.,C'...~.... () "",..~
known or identified lo me to be the persons whose name 'f..r,: Ii' p~. i D ~y... \~,.,.
are subscribed to the within instrument, ackno led ed ....I..~'lr::."....... :,i1'"
to me that they exec~ed the same. \. . ~ r ~l:!ll ~..1
Signature: JI ru1 \, 1\ ~
Nam6~ Tara M. CUffard
Res iding at~ Meridian _ Id
My com mission expires: 06/18/04
Transnation Title & Escrow, Inc.
JUN. ~. LUUb J l; LurM
husband and fJife.
v
S:G?
335
~,.
~
6dMME~CIUG at rHE SOU~HEAST CORNER OF THE WEST HALF OF THE SOUTaEAST QUARTER
SO'UTA.wx:St QUARTER OF SAiD SECTION IJI "XHENCt WESX ALoNG THE CENTER LIN~ OF
GHER.tty LAm: 165.00 FE~T 1:0 A EOIN!; TliRNcn NORTH 0 07' WEST 330~OO FEET
TO l].QE RDht. POJ.N'X OF >>roINNING; "rHENCE WEST 2.5 G .. 0 D Fen 10 A ~(}INr; THENCE
'liORml 0 071 WEST 142.. 84 FEEl,. to A FOINT; 'l1lENCE NORTH 19 23. EASt 29.. 98
: L ....-.... f~ 'to A POINT; THENl;E EAS! 24S.. 99 FEE']: TO A ~OINT; TliENCE sOUTa 0 07'
uSJ: 171 ~ 12 FEET TO THE REAL POI~ OF BEGINNING.. EXC:E.PT 1'flE. DITCH AND gOAD
lIGHTS OF WAY I VJ
" .
Gf1 L{ c;
P(~
TO HA'VB' AN!) TO :HOLD the said premises. Wlth theIr appu rteMn~ Unto tho! said Grnntecs .
the! r heIrs and asslgns. !o('e'IJer. p-11d the said Crantor a: do hl!reby tDVennklt lo and
with th~ said Grantee a., that they the O\lfll~~9 m fee simple of s,~id prem~; that thi.':Y
at!!. free from aU Incumbrnn~
Z1nd that t bet Y will warrAni .and d~and the m\m~ from ~n 1a,1vtul d3.im~ whllrnoover.
Dllted;. Se P;"'2:7:1 6. 1985
/~~~~--
B 1 R ~~jt~cn
~)Ilor:~)~~
Carol A. ~ngden
S'l" A:TE O:V IDAHO, t:O'fJ NT"" OJ! Ada
Or.t thIs 27t.h - dlY o! St:.ptcmbBr. ,g: as.
hefoJi'O me~ .Q.' no-~q" llubUc. In And tor MId S~tct
!t'UE011'il;t cJ'>~
Biil.R\. 1:dht~~
:Carol A+ 1ong~~n
ttl'tDW11 ~ m~ y.'.~ fil~ P:;'J'>f\ S WOOM n.mQ.$ .arc
~bkl'.ibm ~ {t'k ~J..irt in~truml:nl. and l:I~d:J'.lDWl[:dCC=d
...r ~ ~m\.
-e:o"mu tbEilt ~ _ h~ J n tcd tn ~u"-e.
&~:.. 1.":1 ~ ~ dY,>tlP..:i .
. "'_.n_" _hn __ . __~~._ __n __ _. _ .t..n
~'. ~. ~... ~ '/ NolC;T3f ~fit1
kt;~dinv ~ : ;Ji 1se.... , l~c
Cc.no..m, S~pfr~ 9/88
';!~~~"""""""""""""-v-o("<'~~L_~JN~.Io~~M~~'--=-:;~~.:i::~~
J(~ Cooft.V~&hot ~
Rtlq i}l'J:lt .RA.1
~ f-/'t~~
TIMET'~
D~~1'~ b(.;2 7~ 15
Jo;=^ JJ /l
By ~~1J?
Dl.'~ty
;( at;
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rm ~~ .~~
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b1> (. Qa Il: ~:d~.;I
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f.
(
AI?FfOA VI']"t OF LEGAL IN~~rERES~I\
S'J'At"I"E OI~' IDAHO )
)
COUNTY OF ADA )
I,
~ lAJ~ttE-rr
jJJ 'eI (pame)
eA., 1/1 A/
( city)
/838 Le/.5'ytfe Lr1A/e
/' Idt4/w 8J2rY02"' /S~>;
(stole)
being first duly s worn upon~ oath~ depose and say:
1.
That I am the record Q\Vl1cr of the property described on the attached~ and I grant lny
pemlission to:
31 f Z. S. lHt Y IJIUfJii'J<. A 1fIr.
11eli.IOIAN ..r;,A~ 8' 3htl:J.
,
(address)
~ tAl'le.t s iE1t.
(naOlC)
to submit the accolllpnnying application(s) pertaining to that propert.y.
2.
[ agree to indemnify) defend and hold the City of lvlcridian and its cJnployccs hannlcss
FrOlll any clainl or liability resulting frorn any dispute us to the stntenlcnts conla incd
herein or as to the o\vnership of the property \vhich is the subject of the appl ication.
J~
[ hereby grant pcnnission to City of wIeridian starr to enter the subject property for the
purpose of site inspections related to processing said application(s).
. t.
Dated this 'S ( s r:ay of f>'\ cr ' 20 0 Cp
-P~ ~~
N tu be fOf~ HI e lhe day and year first abuve \vriuen~
(Notary Publ ic for Idaho)
Residing at:~-
.. . My -Coml1l,iJ$JOn .Expirel~. On
My Comrlllsslon Explres: ---------I: .. ,. 21 2'AA~
"anua~ ,. UtJg'
04ePtJO 9Je)S
ol,qnd NeloN
'l\fASO~ .H 118;11
r: ..
(M.-""
AFFlOA VI~~ OF LEGAL INrrEREsrl~
s~rA~rE OF ID_4..HO )
)
COUNTY OF ADA )
I,
P-Ap ~ n:.A...
M (name)
e:fL,t OIRN
(city)
31tt2- S.
:TI>AH-o
~Y"/lE'"Ak.. ~ .
(address) ~ 1_
434,...2-
(stole)
being tlrst duly sworn upon" oath, depose and say:
1. That [ UITI the record Q\Vllcr of the properly descri bed on the attached 1 and I grant [ny
pemlission to:
B/l.Itir6$ E"Jt:r/~Ntr / K fir) "" · CJ~ ;t,p..
'Jl1iAAJ 61i1H5 ,4tJ~S"€ I .II>. B37D~
(narne) (address)
to subrnit the aCCOlll panying appJication(s) pertaining to that properly.
2.
[ <lgree to indenlni fy ~ defend and hold the City of l\ilcridian and its Clll ployccs hann less
franl any clailll or liability resulting froIn any dispute as to the statenlcnls cantu inccl
herein or as to the o\vnershi p 0 f the property \vh i eh tS the su bj eel of the appl ication.
..,
.J~
I hereby grant pcnnission to City of (VleridiHn starr to enter the subject properly for the
purpose of site inspections related to processing said applic.ation(s).
t,
Dated this 3/7f/ day of
~ 20 () C,
SU BSCRl.BED AND SWORN lu bt;fur~ lilt:; the uay anu year first abovt; \vritten~
& 111 ;:;:; W tJJ ltt ff~
Q W. ""4 ii)
~<> ~ 'f~ C i-l4/lj 4> ~
() ~. e €I {) 6 .c .e j.. <)
iq 'C 0 C ..,.-,~ ~
1& ~ 0 (;,\0 '.-7 W.
B! ;$ 00 ~\OT^R y Q C i.\
m ~ ~ 0 u
m * : ~e~ Q * m
m 0 a
Q ... 0 ~
\\t). 00 j'>UB L ,C r?/~J ;
i- 6 0 -:fJ J::
~ 'tP./) 0 {) (\ 0 0 m * Ie
~<t,~?J~ ()f \~ of)~~
Jr, ~ = ~ t::l t{~~ 0
~ at<- .. rUt ttL Y:1e t---
tary Publ ic for Idaho)
0() rxiL t1d Cc /L 6
L-(-q-09
H..csiding at:
My COlnlnission Expires:
(
AFFI:OA VI '1-' OFt LEGAL INrI~ERES~I'
s~rA~rE OF IDAHO)
)
COUNTY OF ADA )
I, ~r t1J61iis
M. 'd' ~)
_/J-/-l:3.A (. /1.
(city) I
If) I J- Le;stAR.e- L/};t!e-
I ,U/9ho ~:q6 L//- ,,-;/~8
(stale)
.~
being first duly sworn upon~ oath,~ depose and say:
1.
That I am the record Q\vncr of the property described on the attached, and I grant lny
penn ission to:
3/9" s . ~ YBU'"A-'A:.
HeJeIP;"w &:'bA-HtJ
( (1(1<1 ress )
AVE: .
K !t. 'I :J...
PA1J~tL~1 t.Ti.... _<'
(narllC)
to subInit the accolllpanying application(s) pertaining lO that property ~
2.
I ilgree lO indelnnify, defend and hold the City of tvlcridian and its Clllployccs harmless
.frOlll any cia inl or I iabil ity resul ling frorn any dispu te as to the statCtncnts conta i oed
herein Of as to the o\vnership of the property \vhich is the subject of the appl [cation.
3~
[ hereby grant pcnnission to City of rvleridian starr to enter the subject property for the
purpose of site inspections related to processi ng sai d application( s)~
. t.
Dated this ~lay of
,20 () ~
i!- ~~~
SlH3SCRI BED AND SWORN tu bt: for~ HI c lh~ uay and year firsl above \vriuen~
........
.e.1.~ .8} ..
.~'\~...-<-...~~~ ..
.~~'-,'O,'tAIl..--.'!?~..
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. \ : ".
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, ......-
UfJt7h{j'v~ €. --1~rA--tL
(No1ary Public for Idaho)
Residing at: 4dtt. t/!7A/r1i;{1
My Commission Expires: f) t;/-. 2. 7, '2-0 0 '1
PRE-APP~Id....... . [rON MEETING NOTES
r... .
DATE: l~1-q-OS
Prop~sed Development: ~'[ :t~i1i ~lOt~~.J- '
LocatlOn: \ l..p... 5~ht3~ C---I---"'-
Required Application!: ~ lb~N ~!. \""DY\ - .
Existing Zoning: R -~ ProJ? osed Zoning: ~
Co~rehensive Plan DeSi~ation: MeJ..h.!,N\. &o.'^S ~~ {e..~ ~-h'tA t
For Plats
Property Size: 2-(' C\... C\J't..'? Number of Units: Dwelling Type:~ S. ~~: kl
Sewer: .
Water:-
Pressurized Irrigation: ~ eQ.~,^ .\0 ~
Street Buffers: P<
Open Space .& Micropaths:
Landscape PIan: '( (... ~ \ uJ \
Lot Size & Frontage. ~u ~-4' 7_0N_,
. Topography: -:-
Bydro10 gy: -
S1;r.e~t System;.",' D( ~ { \ ~(::v(A..t &\cee..\-
Pathway System~ ~
OtJ:1er Applications
Annexation
Rezone4r, ~ -~
. Conditional Use Permit
Variance
Lot Line Adjustme~t
Comprehensive Plan Amendment
. Application Checldist~Review.
~tIi~ Agen~e~ t? 9ontactL~ Ot~~t ~ V\ ~ . \.oJ l' a. [( :e 0 s -\0 I e ~SV'l-t. L o,...c
" " , Pd.,\\'O \}J/ - ~k.~ b>J.ll,r le.tS\N-t. L~ve..
Adaitiorial Preapplication Co~erence:
Not" recommended ''f.' Recommended _ R~quited
Anticipated Submission Dat~:
....".
, An~~ipat~d Planning & Zoning Date:
~..:r .i.~:~.'; :.i_,~' ~:~ ~:' .;.~~..~:.,
The i.nf~rmation provided during tbj.s meeting is based upon t4e currJ:ml00~gdBlvleridi .
Susdi~ipn Ordinance and app~cable Comprehensive Plan and is validfor 3 months. Any SuQseq1feiit
. chaI;1ges to tJ:1e~Zpn.i.t1.g or Subdivision Ordinance or Co~prehensive Plan may affect yqur aJ?pIicatiQi1.~.
(. .
PRE-AJ?PLICATION MEET!NG NOTES. DATE:;~ (1(0-(;,
Applicant(s): <j)~ vii' (I€--. S-t..t-b.. ~ · te: ~ [ ~
En~eer/Atchitect/Planner: 'S:l~-' \ N;L (,,-)\-.:rtPk~y 7~ La.....ca.c; ~.~.veA~{t\s...
Staff C . I-t~ , 4.L~. (' _ ~_ . '-
( f
Proposed Developm.e~t: \2 4""^-< jll~ f (A.02--- S~ .
Location: rK"2- <{ t<63R- N~ L~~?fA.r.(0 ~ _
Requited Applications: ~ Pre... "v,.'-'...........~Vj f ~
Existing Zoning: _,- Lf Proposed Zoning: rI,- ~
'Comprehensive Plan Designation:
F or Plats
Property Size:
Sewer: L. ~
Water:
Ptessurized Irrigation: pV'" 0 V\ P -In p_&\...c.~ lnij" rev.... US!? ~ (".-:+t If v10
.street Buffers: _
Open Space & Micropaths:
Landscape Plan:
Lot Size & Frontage: .5'01 PY~~~""I So/KIt) sF itA: "",-tV\...
'Topo~aphy:
Hydrology: .
Street System: I\J. t..e i .< !L1f,e 4......- e...~ ~ -; r 0 v-x.) 'LLf -M' tV
.Pathway System:
~Other Applications
o Annexation
X Rezone
. '0 Conclitional Use Pennit
o Variance
o Lot Line Adjustment
o Comprehensive Plan Amendmen t
.. Application Checklist Review
,Other Agencies to Contact: .II G I+D; h "" e.- ~ fJ,...~ C See.... Sri v~
Addi~aI Pre-application Conference:
. . Not recom.mended
-'
Recomtnended
. Requited
Anticipated Submission Date:
An~cipated Planning & Zoning Date:
.~ .... ~ .
~ ,. . .... I -: ... ,
.. .. . :
...... .. - + ~ . ~ .. ~..: " ..
+. .. .... :r,..~ ~". .....:.. ~. ..-=. I~....;;,~.:.... oj-:':'.:~"~ ~.-::-~ ...
.. '..:. The iifo17l1ation provided during this meeting i.r based 'P071 tbe mTTmt City ofMeridiaJJ ZoniJJg &
- Subi/ivisi07J Ordillance and applicable r:;gmjrehen.ri'lle Plan and is valid for 3 J?lonth.r. A;zy .r1lb.requcnt ... .. .. :..
chalJgC.r to the 20 JJing or S ubdz"visioll qi4!!/~JI~e or" Cp7;!Prehensille P lap 0/0/ qffi.ct yot(r apPlication. . _ ... '::i~.:? .:: 3 '..:~ \:i; ~);,:,:
~~;'0. -.._-~ ~~ ;1
[', CITY OF MERIDIAN
Planning Department
660 E. Watertower Ln.~ Suite~ 202, Meridian, ID 83642
(208)884-5533 Phone / (208)888-6854 Fax
PRE-APPLICATION MEETING REQUEST FORM
IJyonllf1tio1J: Pre~appJicatioIl11Jeetill!/ are required prior to the sub/lli/ta! oj OJ!) application that reqllires a p1lblic hearing. This
co/!;pleted jOrlll IIJIIst be sub/llitfed to the P fallniJJg Deparllllcllt at least 48 hours before your requested Ineetillg titlle. An Associate
City P JaJ1ner mill cOl!/irUJ the meeting by either pholle or e-11JaiL
proQt/SUbdiviSion Name:
I \ ~^ \h\\Q ~\4..( Q
<1vXJd \ V,! <;C(\
...
lQd
(\-s'''\ Q.t.( ~ ~ (cf\.
Site Information:
Location: \
-\ L~
Number of Lots:
<6
T a.~ Parcel Num bere s):
~ \ '-\LolL-\. 0
S l'"L 0 \ ~~ \.n ,Ll'J
Type of AppIication(s):
1. ;:r:Preliminary Plat (Submit an 8 % x 11 version)
Amendment
2. 0 Conditional Use Permit
3~ ~nnexation and/or~e
4. 0 Planned Unit Development
5. 0 Unified Development Code
6. 0 COlnprehensive Plan Amendment
7. 0 Variance
8. 0 0 ther (e .g. City Council reviews)
PIe se list all persons who will attend the pre-
, CA.. \f) U\. \.1\... ~ t'-. Q..... ~ -c.JL
Specific Ques tions lIs sues:
o Check here ifyouc proposed development includes a potential public park, pathway, or school.
Monday (except Holidays)
10:30
11:15
~'\ '\1~
f\s~
Wednesday
12:45
1:15
2:00
2:45
**We strongly suggest that you bring a conceptual layout of the proposed project to the meeting..
Otherwise, staff ma re uire additional re-a lication meetings.. **
For Staff Use Only:
Notify affected agency, if applicable.
_ ITD (Sue Sullivan, 334~8955)
_ i'vlDC (Clair Bowman, 484~4414)
_ J\JIFD (Rich Green, 898-5500
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BRIGGS ENdINEERING, Inc.
ENGINEERS I PLANNERS I SURVEYORS
(.
\.. .
1800 West Overland Road
Boise, Idaho 83705 - 3142
Voice (208) 344-9700
Fax (208) 345-2950
sa brinaw@ briggs-eng in eeri ng. co m
www.briggs-engineering.com
June 30, 2006
INVITATION
Dear Property Owner:
On behalf of Briggs Engineering Inc~, I would like to invite you to a neighborhood meeting
conce.rning the applications for Preliminary Plat for Danville Place Subdivision. The proposed
subdivision is located at 1838 and 1812 Leisure Lane. Please view attached map for exact location.
We would appreciate your attendance at this meeting. We will discuss our plans for tile development
of this property and answer any qllestions you may have regarding tIle site.
The neighborhood meeting will be held on the subject site, located at 1812 Leisure Lane. The
meeting will be held at 6:00 pm, MOl1day, July 24, 2006. If you cannot attend this meeting, and have
any qu.estions concerning the s.ubdivision, please feel free to call me at 344-9700 or at
sabrinaw@briggs-engineering.com.
Sincerely,
BRIGGS ENGINEERING, Inc.
Sabrina Wllitehead
60601- meeting. doc
(0 CO,'
BRIGGS ENGINEERING, Inc.
ENGINEERS I PLANNERS I SURVEYORS
1ffD w. 0A:n:rd R:aj
~ [) 837C6
48344-97C0Arre
2Jh345.2H) Fax
WvM .bri9;3's-engineering . a:m
Date and Time of neighborhood meeting: 1- Cl '-\- () lo
Location of neighborhood meeting: St ~~.o (A '3-\\0 ,
Notice sent to neighbors on: l.o.. ~u wU \.Q
BEl project number: ~u~(j '\
Meeting start time: \J. .l)l.> 0 t YY\
Meetjng end time: lot .:3{J \), vy\
Attendees:
Name
Address
Phone #
Zip Code
1.. ...
2:
3~
4.
5"
6.
7.
8"
9~
10.
11.
12
13~
14
15.
16.
17.
18.
19.
20.
21 ~
22~
23~
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COMMITMENT OF PROPERTY POSTING
Per Unified Develop.ment 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 application(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 than 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 re.moved no later than three (3) days after the end of the public hearing for
which the sign(s) had been posted.
I am aware of the above requirements and will comply with the posting requirements as stated in
U.DC 11-5A-5.
Applicant/agent signature
7- 3/~ Oee
Date
Page 1 of2
sabrina
From: sam
Sent: Tuesday, May 23,2006 9:01 AM
To: sabrina
Subject: FW: Subdivision name reservation
Make sure you tell Kate what job # this is so she can change it on the project list.
Samantha Peak
Ad mi n istrative Assistant
Briggs Engineering Inc
1800 W Overland Rd
Boise, Id 83705
208-344-9700 ext 106
From: David Couch (mailto:dscouch@adaweb.net]
Sent: Tuesday, May 23, 2006 8:57 AM
To: sam
Subject: RE: Subdivision name reservation
May 23,2006
Samantha Peak
Briggs Engineering Inc
1800 W Overland Road
Boise, 10 83705-3142
RE: Subdivision Name Reservation DANVILLE PLACE SUB
Dear Samantha:
At your request, I will reserve the name "DANVILLE PLACE SUB" 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.
Sincerely,
David J~ Couch, PLS
Ada County Surveyor
Check out the su bd ivjsion names fist at http://www.adaweb.neUdevservlsulVey/subnames.htm
From: sam [ma i Ita: sa m@briggs-engineering .com]
Sent: Monday, May 22, 2006 4:11 PM
5/23/2006
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RADIUS NOTICE REPORT
FILE NAME: danville
14-Aug-2006
O\vncrs
O,vncr A<ldress
AD.A COUNTY HIGHWAY DISTRICT
3775 ADAMS ST
G.ARDEN CITY, 1D 83714-6447
Pro}) eliy Ad tI ress:
danvilIe
ANDERSON WILB.UR C
ANDERSON CYNTHIA R
912 W ,BRUMBACK ST
BOISE, ill 83702-0000
Property Address:
danville
BOOTH lv1ICHAEL C &
BOOTH PATTY" A
1841 LEISURE LN
MERIDIAN, ill 83642-1529
Property Address:
danville
BRADY-TINGEY rvffin BLDG CONDOS OWNE
1104 W CHERRY LN
1v1ERIDIAN, ill 83642-0000
Propel1y Address:
danville
BRADY - TING.EY 11ED BLDG CONDOS OWNE
1104 'W. CHERRY LN
rvrERIDIAN, ill 83642-0000
Property All d.ress:
danville
BRIGHT AARON
BRIGHT SONYA L
1928 N LEISURE LN
Jv1ERIDIAN.~ ID 83642-1526
Property Address:
dallv.ille
CARLSON MJNDY R
1330 WYOST CT
Jv1ERIDIAN, ID 83642-1498
Property Address:
danville
CHUlvIA AND.RIY
CHUlvIA NADIY A
1665 NW 11TH AVE
rvrERIDIAN, ill 83642-0000
Property Address:
danville
CRABTREE DOUGLAS L &
CRABTREE DENISE F
1927 LEISURE LN
Jv1ERIDIAN, ill 83642-1527
Property Address:
danville
.1
O,vners
O\vner Address
DISNEY L WID
DISNEY NIT A J
1696 NVV 11TH A VB
h1EFUIT)IA~, 1D 83642-0000
P rOll cliy Ad dress:
danville
EDMARK FAMILY T.RUST
1979 CREEKSIDE LN
BOISE, ID 83706-0000
PrO}lcrty Address:
danville
EPISCOPAL CHURCH IN IDAHO INC
510 'W WASHINGTON
BOISE, ill 83702-0000
Prope11y Address:
danville
FELLOWS CHARLES R &
FELLOWS JOENE K
1932 LEISURE LN
rvIERIDIAN, ill 83642-1526
Propcliy Address:
d anvi lIe
G & R LLC
3510 N BRYSON
BOISE, ID 83713-0000
PrO}lcrty Address:
danville
GARRATT ALLEN
GARRATT LOR[
1917 NLEISURELN
rvfERIDIAN, ID 83642-0000
Propeliy Address:
danville
GARRATT ALLEN
GARRATT LORI
1917 N LEISURELN
lvfERIDIAN, ill 83642-0000
PrO}lcrty Address:
danville
GRIFFIN RICHARD LARRY II
GRIFFIN GAIL M
1311 WRADIAL CT
rvIERIDIAN, ill 83642-0000
ProllCliy Address:
danville
HEDBERG tvnCHAEL L
HEDBERG ROBERTA L
1903 NW 10TH ST
lvfERIDIAN, ID 83642-1538
Pro]} erty Ad dress:
danville
HllIA TII STEVE
HlHATII LORI
1768 NW 11TH AVE
:MERIDIAN, ID 83642~OOOO
PrO!lel1y Address:
danville
2
O,vners
01vner Address
HOLSTINE LELAND L
HOLSTINE LEAH R
1927 NW 10TH ST
:N1ERIDIAN, ill 83642-1538
Pro}} erty Add ress:
danv HIe
HORTON TANIA S
1300 W YOST CT
Jv1ERIDIAN, ID 83642-0000
P rOIl crty Add ress:
danville
HURLEY PHILLIP V & MARCELLA TRUST
HURLEY PHILLIP V TRUSTEE
1305 W YOST CT
1v1ERIDIAN, ill 83642-1499
,Property Address:
danville
JUSTICE NORMA K TRUST
JUSTICE NORMA K TRUSTEE
1939 NW 10TH ST
MERIDIAN, ill 83642-1538
Prope11y Address:
danville
LAFAY EUNICE RAE
LAFAY GARY ALLEN
9085 USTICK RD
BOISE, ID 83704-5503
Property Address:
danville
LEGACY PROPERTIES LLC
2089 W GLADE CREEK ST
:rvIERIDIAN, ill 83642..4780
PrO]leliy Address:
danv llle
LEIGHTON TERRY LEE II &
L.EI GHT ON DAWN. L
1811 LEISURE LN
1v1ERIDIAN, ill 83642~1529
PropcI1y Address:
danville
LErvfKE EDWARD 0
1831 NW 10TH ST
!v1ERIDIAN, ID 83642-1539
Pro])cliy Address:
danville
MARCHAL BRET W
1814 NW 11TH AVE
MERIDIAN, ID 83642-0000
Property Address:
danville
MERIDIAN FREE LlBRARY DISTRICT
1326 W CHERRY LN
:tv1ERIDIAN, ID 83642-0000
Property Address:
danville
3
O,vncrs
O\vner Address
tv1ERIDIAN FREE LIBRARY DISTRICT
1326 W C.HERRY LN
1v1ERIDIAN, ID 83642-0000
PrOllcrty Address:
d an ville
NIBLETT DELBERT R
NIBLETT REAH L
2035 S CHlPPEW A PL
BOISE, ill 83709-2602
PrOJleliy Address:
danv HIe
OGILVIE DOUGLAS ED.W ARD
OGILVIE SHERRY LYNN
1876 NW 11TH AVE
tvIERIDIAN~ ill 83642-1552
Property Ad.dress:
danville
ORTIZ PAUL
ORTIZ ILSE E
1744 NW 11TH AVE
:MERIDIAN, ill 83642-1531
ProJ)el1y Address:
danv ille
PADDOCK LINDA L
1643 NW 11TH AVE
:tvlERIDIAN, ill 83642-1555
Propcl1y Address:
danvi11e
RATCLIFF SHIRLEY M
RATCLIFF ALBERT R
1926 N LEISURE LN
lv1ERIDJAN, ID 83642-0000
Property Address:
danville
REED RICH W
REED ANN. E
1846 E SPRING 1vIEADOWLN
BOISE, ill 83706..0000
Pro!) erty Ad dress:
d::Ulville
REIe.BERT RICK
REICHE.RT HARRIETT A
1854 NW I1T.H AVE
tvIERIDIAN, ill 83642-0000
ProllCI1y Address:
danville
ROGERS ANITA
967 E PARK CENTER BLVD # 311
BOISE, ill 83706~OOOO
PropcI1y Address:
danville
RUMSEY HAROLD ALAN
1898 NW 11TH AVE
MERIDIAN, ID 83642..0000
PrO]lel1y Address:
danvi11e
4
o\V11 Cl"S
O,vncr Address
SILVA JOE C
SlL V A DEBORAH S
1044 E PEACOCK ST
MERIDIAN., ID 83642-0000
PrO]lcrty Address:
danville
TINGEY TERRELL F
TINGEY PAULA H
2020 N COLE RD
BOISE, ill 83704-0000
ProJleliy Address:
clanville
1REBILCOCK. TINA M
1930 LEISURE LN
lvtERIDIAN, ill 83642-0000
P rOIl el1y Address:
danville
TREP AGNlER SCOTT FREDERICK
1691 NW 11TH AVE
1v1ERIDIAN, ill 83642...1555
Property Address:
danviI le
W ALLETT MARGARET A
WALLETT ROBERT K
1838 N LEISURE LN.
rvtERIDIAN, ID 83642-0000
Pro]) cliy Ad tI ress:
danville
W AL TIlERS ALLAN D
1720 NW 11TH AVE
MERIDIAN, ill 83642-1531
PrO]lerty Address:
danville
W A1ERS GINGER KAY
1307 W CHERRY LN
MERIDIAN, ill 83642-1550
PrOll crty Ad dress:
danville
WEEKS GARY C &
WEEKS VICTORIA L
1812 LEISURE LN
rvIERIDIAN,ID 83642-1528
PrO]lcrty Address:
danviUe
WOOD RONNIE L
WOOD MARILEE J
1915 NW 10TH ST
rvIERIDIAN, ill 83642-1538
PrOJl erty A,d dress:
danville
5
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MATERIALSe
TeSTING &
INSPECTION
II
Jlil
o Environmental Services
o Geotechnical Engineering
o Const ructi 0 n Mate rials T esH ng
o S pe cial I nspecti 0 ns
GEOTECHNICAL ENGINEERING REPORT
of
Danville Subdivision
1838 & 1812 Leisure Lane
Meridian, Idaho
Prepared for:
Briggs EnginEEring
1800 West Overland Road
BoisE, Idaho 83705
MTI File NumbEr 860964g
2791 South Victory View Vvay · Boise, 10 83709 ft (208) 376-4748 · Fax (208) 322-6515
E -Ma j I mti @ mti-i d. com · WWVI/. mH-j d. com
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MATERIAlSe
TeSTING &
INspeCTION
. June 30, 2006
Page # ] of26
e
o Envi ron me ntal Se rvices
o Geotechnical Engineering
o Construction Materials Testing
o Special Inspections
r:\boise\2006 reports\800-999\b60964g\geotech report b60964g.doc
Mr.. Dan Lancaster
C/o Briggs Engineering
1800 West Overland Road
Boise, Idaho 83705
(208) 344-9700
Re: Geotechnical Engineering Report
Danville Subdivision
1838 & 1812 Leisure Lane
Meridian, Idaho
Gentlenlen:
In conlpliance with your instructions, we have conducted a soils exploration and foundation evaluation for
the above mentioned developlnent Field work for this investigation was conducted on 26 June 2006. Data
has been analyzed to evaluate pertinent geotechnical conditions. Provided geotechnical, groundwater and
construction reconlnlendations are listed in the Table of Contents. Results of this investigation, together
with our reconlmendations, are to be found in the following report.
()ften'! because of design and construction details that occur on a project~ questions arise concerning soil
conditions. We would be pleased to continue our role as geotechnical engineers during project
inlplen1entation. MTI also has great interest in providing materials testing and special inspection services
during constnlction of this project. If you will advise us of the appropriate tin1e to discuss these engineering
services, we will be pleased to meet with you at your convenience.
We appreciate this opportunity to be of service to you and we look forward to working with you in the
future. If you have questions please call us at (208) 376-4748.
Respectfully Subnlitted,
Materi~ & Inspection, Inc.
Jason Tat'
Staff Engineer
. ...~.,..~
'>:'''~-:;t
~.;~.
. . ~
~ !
2791 South Victory Vievv' Way ~ Boises 10 83709 .. (208) 376~4748 · Fax (2GB) 322-6515
E -r\~aiJ mti @ mti-id .com · www.mU~id.com
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MATERIALSe
TeSTING &
INSPECTION
e
o Environmental Services
o Geotechnical Engineering
o Construction Materials Testing
June 30, 2006
Page # 20f26
o Special Inspections
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TABLE OF CONTENTS
I NTR 0 D U CTI ON ~~... ~.... ..... ~................... ~Oo...... .... ...... ........ ...................... ....... ................... ........~... ~ ~................................. ....~.... .......3
Proj ect Description .~.. ..~............................................... ~~....... ................................3
Au th 0 riza ti 0 n ........., + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ... ~. .. . .. . . . . . . . . . . . . . . . . . . . . . . . .. . 3
P U I. po s e ....................... ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Seo pe .............. .~. ............................................................ .......... t....................... ........3
Wa rr an ty And L i m i ti n g Con d i ti 0 n s ................................. ~. . . . . .. . . . . . . . . . . . . . . . . . .. .. . ~.. .4
General........... .......,.. .................................................. ... .... ... ......................., .........4
D Ese R I PTI ON 0 F SITE. ... ... .....................................................................................................~....F......................... 5
Site Access ... .., ............ ........ ........................................... .... ... ......... ........ .... ........ .... 5
G e n e ra I Geo logy 0 fAre a .......... ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . ., . . . . . . . . . . . . .. .. . . . . . ... . . . . . . . . . . 5
Site Topography, Drainage And Vegetation. ............. ....... .............qu.....H.........5
Site CHm a tology And Geochemistry..............................,.H..+.................. ~u..+...... 6
G e os e is m i c Se tti n g .............. . . . . .. . . . .. . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . , . . . .,. , . . . . . . . . . . . . . . ~. . . . . ~ ~ . . . . . . . . . . . 6
So I LS Ex PLO RA TI ON ..~....................~......................._................_..........................~..~...............................................6
Exploration and Sampling Procedures... ..u.................~.. ............. ....................... 6
Lab 0 rat 0 ry T est i n g Pro g ram ............. ~ . . . . . . . ~ . . . . ~ . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . 7
Soil And Sediment Profile......................,... n................... .................................... 7
So i Is S 11 r v e y Rev i e w ............................,..,.., . . . . ., .. ~ . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7
Vol a til e 0 rga n i c Sea 11. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . ~ . . . ~ . . . . . . ., . . . . . 8
SITE H YO RO LOG Y ........ ...........,~. ... .......................... ........ ......... ~........ _..... '"'..... ....... ..... ~. ............................................... 8
G e n e ra I Notes................................................... ~. ~ . . . . . . . . . . .. . . ... . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . 8
G ro un d wa te I. . . . . . . . . . . . . . . . . . .. . . . ~ ~. .. . . ~ . . . . . . . . . . . . . . . . . . ., .. . . . . . . . . . . . . . ~. . . ~... . . . . . . .. . . . . . . . . . .. . . . . ... .. . . . ~. 8
So i I In fi I tr a ti 0 n Ra tes ......... . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . ... . . ~ ~ ~ . . . . . . .. . . . . . . . . .. . . . . . ~ ~ . ~ ~ - . . . 8
F 0 UNO AT ION AN D P A V EM ENT D I S CUSS ION AND RECO M MEN 0 AT ION S... ~... '"'.. .......... u.......... u". 9
Ge n e ra I Notes..................,........................,... ~........................... ............ ~...., ........... 9
Found ation Design Recommenda tions ...~.,...~.............................. n...........~......... 9
era wi Spa ce Reeo 01 men dati 0 n s .................... . . . . . . . . . . .. . . .. . . .. . . . ~.. .. . . . . ~. . .. . . . . .. . ~ . + . . . . . . . .. 1 0
RecoIn mended Pavement Sections...... ........................................ ................~.... HH 1 0
CON ST R U CTI ON Co N SID E RAT ION S................ ........ ......................... ..... ............ ...... .............. ........... ......... ..... ....... ..11
Earthwork. ...... ...... ............ ............... ...... ..... ...................................................~.....~. II
OJ"')' We a t 11 e r ............................................ ~ . . . . . . . . . . . . . . . . . . . . . . . . , . ~ . . . . . . . .. . . . . . . . . . . . . . . . ~ ~ . .. . . .. 1 2
Wet Weather ......... .................... ........... ................... .....,....... ......~.......... ....... .........12
Frozen S ubgrad e So ils.....................................................,.. +................ ~... ~..~......... 12
Stru ctural Fill..................................~ .~................................~....,........ ....~................ 13
B a c k Ii I J . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . ~ . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . + . . . . . . . . . . , . . . . .. 1 3
Excavations .......... ................... ........... ... ........ ............... ..................~.~......~..........~~. 14
G ro un d wa te reo II t ro I .................... ~ .. . .. . . . . . . . . . . . . . .. . . . . . . . . . .. . T .. . . . . . . . . . . .., . .. ~ . . . . . . . . . ~. . . , ... 1 4
G ENE RA LeO M!VI EN TS...............................~................................. ................ .......... ~...... _................... ....~. ~ ........... ~.... ..15
R E FE R EN C ES .......... ..................... ~........".Oo.......... ~ ~ ~......... ~................... ..~~ ~............ ................ ~........... '"''"'.~..... ~............. '"'...........~..... .16
A P P EN D I X LI ST .. ~.....................................................................,........... _ ............ ""....... .......... ............. .................~.............. .17
Geotechnical General Notes ........ ...........,..... ...................... ........ ................ ..........18
Unified So il Classifica tion ~.....................................~............................................ ~ 19
Test Pit Logs.............................,...................................~....................~.......... ~......,. 20
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INTRODUCTION
This report presents results of a geotechnical investigation and analysis in support of data utilized in design
of structures as defined in the 2003 International Building Code (IBC). Information in support of
groundwater and stonnwater issues pertinent to the practice of Civil Engineering is included. Observations
and 'reconlmendations relevant to the earthwork phase of the project are also presented.
Proj ect Description:
The proposed development is located in the City ofMeridian~ Ada County, Idaho, and occupies a portion of
the SE ~ SW~ of Section 1, Township 3 North, Range 1 East, Boise Meridian. The project will consist of
developnlent of 8 single family residential lots on an approximate 2.3-acre site. Roadways are anticipated to
be included as part of the development. Proposed grading is presently undetermined.
Au thoriza tion:
Authorization to perfoml this exploration and analysis was given in the form of verbal allthorization to
proceed fronl Ms. Sabrina Whitehead to Jason Taylor of Materials Testing and Inspection, Inc~ (MTI), on 22
June 2006. Said authorization is subject to terms, conditions, and limitations described in the Professional
Services Contract entered into between Briggs Engineering, Inc. and MTI. Our scope of services for the
proposed development has been provided in our proposal dated 14 June 2006, and again below.
Purpose:
The purpose of this Geotechnical Engineering Report is to detennine various soil profile components and
their engineering characteristics for use by design engineers and/or architects in:
· Preparing or verifying suitability of foundation design and placement,
· Preparing site drainage designs, and,
· Indicating issues pertaining to earthwork constructiOTIa
Scope:
The scope of this investigation included review of geologic literature and existing available geotechnical
studies of the area, review of available environmental reports, visual site reconnaissance of the immediate
site, subsurface exploration, field and laboratory testing, and an engineering analysis and evaluation of
foundation n1aterials. The scope of work did not illclude design recommendations specific to individual
resi dences.
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Warranty And Limiting Conditions:
Field observations and research reported herein are considered sufficient in detail and scope to form a
reasonable basis for the purposes cited above. MTI warrants that findings and conclusions contained herein
have been promulgated in accordance with generally accepted professional engineering practice in the fields
of foundation engineering, soil olechanics and engineering geology, only for the site and project described in
th i s report~
These engineering Illethods have been developed to provide the client with information regarding apparent
or potential engineering conditions relating to the subject property within the sco.pe cited above and are
necessari ly I ilTI ited to condi tions observed at the time of the site visit and research. The report is also limited
to infornlation available at the time it was prepared. In the event additional information is provided to MTI
fa Hawing the report, it wi II be forwarded to the client in the form received for evaluation by the client.
There is a distinct possibility that conditions may exist which could not be identified wit11in the scope of the
investigation or which were not apparent during the site investigatioll. This report was prepared for the
exclusive use of Briggs Engineering, Inc. and their retained design consultants ("Client'~). Conclusions alld
recommendations presented in this report are based upon agreed-upon scope of work outlined in the report
and Contract for Professional Services between Client and Materials Testing and Inspection, Inc~
((.~Consultant'~). Use or misuse of this report, or reliance upon findings hereof by parties other than tIle
Client, is at their own risk. Neither Client nor Consultant Inake representation of warranty to such other
parties as to accuracy or C0111pleteness of this report or suitability of its use by such other parties for purposes
whatever, known or unknown to Client or Consultant. Neither Client nor Consultant shall have liability to,
or indenlnifies or holds harmless third parties for losses incurred by actual or purported use or misuse of this
report. No other watTanties are implied or expressed.
General:
Revisions in plans and or drawings for the proposed development fronl th.ose enumerated in this report
should be brought to the attention of the soils engineer to determine if changes in foundation
reC0l11111endations are required. Deviations from noted subsurface conditions if encountered during
construction should also be brought to the attention of the soils engineer.
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DESCRIPTION OF SITE
Site Access:
Access to the site may be gained via Interstate 84 to the Meridian Road exit (exit 44)~ Proceed north on
Main Street approximately 1 mile to its intersection with Cherry Lane. From this intersection, proceed west
on .5 n1ile to Leisure Lane. TIle site is located north and east of this intersection. Presently the site exists as
undeveloped land with two residences and associated outbuildings fronting Leisure Lane. The location is
depicted in site nlap plates included in the Appendix.
General Geology Of Area:
The subject site is located within the Boise Valley which is directly underlain by a tllick sequence of alluvial
sands and gravels typically deposited on basalt formations~ These sediments are loosely named the Boise
River Gravels and were deposited as river floodplain and stream overwash from the Boise River~ These
gravel deposits tend to have imbricated well-rounded clasts, poor sorting and crude stratification of beds of
gravel and lenses of cross-bedded sand suggesting deposition in braided channels. The Boise River Gravels
consist of unconsolidated clay, silt, sand, gravel, and cobbles. These gravels have been subdivided into
s111aller units based on their age and are exposed as distinct alluvial terraces. Five of these terraces are well
exposed in the Boise area and range in age from Middle Pleistocene to Holocene (Recent) (0 - O~9 million
years ago). The site lies on the Whitney Ten.ace, the second terrace above the currently defined floodplain
(Othberg and Stanford, 1992).
Site Topography, Drainage And Vegetation:
The proposed developnlent consists of approximately 2~25 acres of relatively flat bare land, with two
residences located on the western portion of the property. The surface exhibits fine grained soils throughout
the 111ajority of the 51 te. The parcel is bounded on tIle nOlth by existing residential development~ on the south
by an existing residence a11d commercial business, on the west by Leisure Lane, and on the east by 11 tll
Street
Regional drainage is north and west toward the Boise River~ Stormwater drainage for the site is achieved by
percolation through surficial soils. No stonnwater drainage facilities are located in the vicinity of Leisure
Lane, but facilities are located on 11 th Street The site and the area does not receive significant off-site
drainage. Vegetation throughout the area consists primarily of irrigated lawn grasses, landscaping trees,
pasture and volunteer grasses.
Copyright @ 2006 Materials Testing & Inspection, [nc.
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Site Climatology And Geochemistry:
A verage precipitation for the region is on the order of 10 to 12 inches per year. Annual average temperature
range from 200 F to 910 F with extremes ranging from _40 F to 1020 F~ Average wind speed range to 11 miles
per hour in spring with a prevailing direction from the southeast. Soil in the area is primarily derived from
siliceous nlaterials and exhibits low electro-chemical potential for corrosion of metals or concretes. Local
aggregates are generally appropriate for Portland Cement and Lime Cement mixtures. The State
Transportation Department has adopted anionic asphalt cements~ The pH of surface water, groundwater, and
soil in the region typically range from 7 to 9. No indication of abnormal geochemical conditions was noted
on-site. No.minal frost penetration is typically on th.e order of 6 inches, with extremes ranging to 3 feet.
Geoseislnic Setting:
Soirs on-site are classed as Site Class D in accordance with Chapter 16 of the 2003 edition of the IBC.
Building structures on this project should be designed as per the IBC requirement for such a seislnic
classification. OUf investigation did not reveal potential hazards resulting from earthquake motions: slope
i nstab il ity, liquefaction, and surface rupture because of faulting or lateral spreading. Incidence and
anticipated acceleration of seislnic activity in the area is low~
SOILS EXPLORATION
Exploration And Sampling Procedures:
The field exploration to detemline engineering characteristics of subsurface materials included a
reconnaissance of the project site and investigation by test pits. Test pit sites were located in the field by
rneans of normal taping procedures from on-site features or k110wn locations and are presumed to be accurate
to within a few feet. Upon completion of investigation each test pit was backfilled in with loose excavated
Inaterials~ These loose areas need to be fe-excavated and compacted prior to constlucting structures over
the 111.
Sanlp]es were obtained fi~onl representative soil strata encountered in test pits. Samples obtained have been
v i sua II y c lassi tied in the field by an engineer or geologist, identified according to test pit number and depth,
placed 1n sealed containers and transported to OUf laboratory for additional testing. These materials have
been further described in detail on logs provided in the Appendix. Results of field and laboratory tests are
also presented on these logs. It is recommended that these logs not be used for estimating quantities because
of highly interpretive results.
Copyright @ 2006 Materials Testing & Inspection, Inc.
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Laboratory Testing Program:
Along with the field investigation, a supplernental laboratory testing program was conducted to determine
additional pertinent engineering characteristics of subsurface materials necessary in analyzing the behavior
of the proposed structures. Laboratory tests were conducted according to current applicable American
Society for Testing and Materials (ASTM) specifications, and results of these tests are to be found on the
accompanying logs located in the Appendix~ The laboratory testing program for this report included
Atterberg Lin,its Tests - ASTM designation D 4318, Grain Size Analysis - ASTM designation C 117, C 136,
and Resistance R- Value and Expansion Pressure of Compacted Soils - ASTM designation D 28446
Soil And Sediment Profile:
Three test pi ts were advanced to depths of 13.5 to 13.8 feet across the site. Shallow depths of test pits were
caused by sloughing of gravels caused by excavation and groundwater. Because of the areal extent of the
studied parcel, the developed soil profile represents only a generalized case, and variations between test pits
should be anticipated:
Lean Clay (CL) - Dark brown, dry, very stiff to hard, lean clay soils were observed at ground surface across
the site. Fine grained sand was observed throughout the clay soils, with organic material present generally
within the upper 6 inches. Lean clay soils were noted to depths of 1.3 to 1.8 feet within the test pits.
Sandy Silt (ML) - Underlying surficial clay, light brown, dry, sandy silt is present. Cementation present in
test pits 2 and 3 varies froln moderate to strong. This soil extended to depths of 3..4 to 5.4 feet
Silty Sand (SM) - Underlying the sandy silt, red-brown to brown, dry to slightly moist, dense, silty sand is
present. Fine to nlediul11 grained sand was observed throughout this layer. This soil extended to depths of
8.9 to 9.5 feet.
Poorly Graded Sandy Gravel (GP) - Gray-brown, slightly moist to saturated, poorly graded gravel
sedinlents were observed at depth in all test pits~ Coarse grained sand and cobbles of up to 6 inches in
dianleter were present within this sediment type. Poorly graded gravel sediments extended through the
ternlinarion depths of all test pits.
Walls of each test pit were stable with the exception of those through native granular soils. Excavations
through granular soils will have a propensity for sloughing or cavillg~
Soils Survey Revie\v:
A review of the United States Departlnent of Agriculture, Soil Conservation Service, Soil Survey of Ada
County Area, Idaho, 1980, indicated the site can be characterized by the Purdanl-Power silt loam soil type.
Specific soils characteristics, as defined by the USDA, for tllis soil type include moderately slow to very
slow pe1111eabi I ity, very slow runoff, and slight hazard of erosion.
Copyright @ 2006 Materials Testing & Inspection. lnc.
2791 South Victory V~e~v Way ~ Bois8= iO 83709 = (208) 376-4748 " Fax (208) 322-6515
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Volatile Organic Scan:
No environmental concerns were identified prior to commencement of the investigation. Therefore, soils
obtained during on-site activities were not assessed for volatile organic compounds by portable
photo ionization detector. Samples obtained during OUf exploration activities exhibited no odors or
discoloration typically associated with this type contamination.
SITE HYDROLOGY
General Notes:
Existing surface drainage conditions are defined in the Description of Site~ Information provided in this
section is Ii mi ted to observations made at the time of the investigation. Regional and/or local ordinances
11lay require inforn1ation beyond the scope of this report.
Groundwater:
Groundwater was encountered within the depths explored during the field investigation at depths ranging
[roln 13.5 to 13 ~8 feet. SOl I moistures in the test pits were dry within the sllrficial clay and sandy silt, dry to
slightly nloist within the silty sand, and slightly moist grading to saturated within the poorly graded sandy
gravels. Groundwater levels in the site vicinity are controlled in large part by residential and commercial
irrigation activity and canal leakage in the local area, and are likely at their maximum elevations during
irrigation season. Estin1ation of seasonal groul1dwater fluctuation is problematic without regular monitoring.
Based on evidence of this investigation, and background knowledge of the area, it is unlikely that
groundwater will be encountered duril1g co.nstruction and is anticipated to remain at depths of greater than 10
feet below the ground surface throughout the year. This depth is an estimate, and may be confirmed with
periodic monitoring.
So i I In fi I tra ti 0 n Rates:
Soil pellneability is a measure of the ability of a liquid to n10ve through a soil and was not tested in the field.
However, pipes for possible percolation testing were installed in test pits 1 and 3. In this report this
parameter is approximated by soil type and gradation. Of soils comprising the generalized soil profile for
this study, lean clay and silt soils generally offer little permeability, with typical infiltration rates less than 2
inches per hOlle though calciunl carbonate cementation encountered within cemented silt soils may reduce
th is value to near zero. Si Ity sand soils typically exhibit infiltration rates of 2 to 8 inches per hour. Poorly
graded sandy gravel soils typically exhibit infiltration values in excess of24 inches per hour, and percolation
testing is typically not required within these soils as a result of the free-draining nature of the gravel
sediment.
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All infiltration facilities constructed on-site should be extended into native sandy gravel sediments.
Excavation depths of approximately 9 to 11 feet should be anticipated to expose sandy gravel sediments~ In
addition, because of the high permeability, ASTM C 33 filter sand, or equivalent, should be incorporated
into design of infiltration facilities. An infiltration rate of 8 inches per hour should be used for design.
FOUNDATION AND PAVEMENT DJ.SCUSSION AND RECOMM.ENDA TIONS
General Notes:
Presently, approximately 8 lots are proposed for the project site. Considering typical residential
construction, and subsurface conditions~ it is recommended that the structures be founded upon conventional
spread footings and continuous wall footings. The following recommendations are not specific to the
individual structures, but rather should be viewed as 2uidelines for the subdivision wide development.
Foundation Design Recommendations:
On the basis of data obtained from t11e site al1d test results from various laboratory tests performed, MTI
recolllrllends following guidelines be used for the net allowable soils bearing capacitYA
Footin De th
Footings should bear on conlpetent~ native,
cenlented sandy silt present at depths of 1.3 to 1.8 N at required for native 1,500 Ibs/ft2
feet across the site. All surficial clay soi Is mllst soil
be removed fronl below faotin 5.1
1 Verification of bearing soils for each residence bv a Qualified 2eotechnical engineer 41 eneineerin 2
technicianil or building official at the time of construction is recommended.
Footings should be proportioned to meet the stated bearing capacity and/or the IBC 2003 ffilll1mum
requirel11ents. Total settlement should be limited to about 1 inch with differential settlement of
approximately 1/2 inch~ Objectionable soil types e11countered at the bottom affooting excavations should be
removed and replaced with structural fill. Excessively loose or soft areas that are encountered at footing
subgrade will require over-excavation and backfilling with structural filL To minimize effects of slight
differential moven1ent that may occur because of variations ill character of sUpportillg soils, and in. seasonal
nloisture content, MTI recommends continuous footings be suitably reinforced to make thenl as rigid as
possible. For frost protection~ the bottoJTI of external footings should be 24 inches below finished grade.
Copyright (Q 2006 Materials Testing & Inspection~ Inc.
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Cra\vl Space Recommendations:
Considering the presence of shallow cemented soils across the site, all residences constructed with crawl
spaces should be designed in a manner that will inhibit water in the crawl spaces. Therefore, proper grading
should be considered to be critical. MTI recommends that roof drains carry storm water at least 5 feet away
frool each residence, and grades should be greater tllan 5% for a distance of 10 feet away from all residences.
In addition~ rain gutters should be placed around all sides of residences, and backfill around stem walls
should be placed and compacted in a controlled manner.
Recomnlended Pavement Sections:
MTI collected a sample of near-surface soils for R-value testing representative of soils to depths of 1 foot
below existing ground surface. A bulk sample collected from tIle southwestern portion of the site, consisted
of sandy clay (CL) s011 with fine grained sand. This salnple yielded an R value of 10. As required by Ada
County Highway District, MTI has used a traffic index of 6 to determine necessary pavement cross-sections
for the site. Additionally, MTI has n1ade other assumptions for traffic loading variables based on the
character of the proposed construction. The Client should review these assumptions to make sure they.
reflect intended use and loading of pavements both now and in the future.
Flexible Pavement Sections
The Idaho Method as defined in Idaho Department of Transportation's Materials Manual (section 500) was
used to develop the pavement section. Ada County Highway District (ACHD) parameters for traffic index
and substitution ratios were also used in the desigl1, and were obtained from ACHD's Development Policy
Manual. Calculation sheets provided in the Appendix indicate the soils values, traffic loading, and material
ratios used to calculate the pavelnent sections. MTI recommends that all materials used in the construction
of Asphaltic Concrete Pavements 111eet the requirements of tIle Idaho Standards for Public Works
Construction (ISPWC) specifications. Construction of the pavement section should be in accordance with
these specifications. The following thicknesses are MINIMUM THICKNESSES for assured pavement
function~
Pavenlent Section Com onent Orivewa s and Parkin , Residential Streets
2.5 Inches
4~O Inches
12.0 Inches
Not Re uired
Aggregate Base
Material complying with ISPWC Standards for Crushed Aggregate Materials.
Structural Subbase
Any nlateria 1 complying with the requiren1ent for granular structural fi II (uncrushed) as defined in
ISPWC.
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Comnlon Pavement Section Construction Issues
The sub grade upon which above pavement sections are to be constructed must be properly stripped,
compacted (i f indicated), inspected and proof rolled. Proof rolling of subgrade soils should be accomplished
\vitb a heavy rubber-tired fully loaded tandem axle dump truck or equivalent. MTI anticipates that pavement
areas will be subject to moderate traffic. It should be noted that surficial clay soils near to and above
optimum moisture contents~ may tend to pump. Pumping or soft areas must be removed and replaced. with
structural fi 11.
Fill nlaterial and compacted native subgrade soils (if required) in support of the pavement section as well as
aggregates comprising the pavement section must be compacted to not less than 950/0 of maximum dry
density indicated by ASTM 0 698 for flexible pavements and by ASTM D 1557 for rigid pavements. If a
nlaterial placed as a pavement section component cannot be tested by usual compaction testing methods,
compaction of that material shall be approved by observed proof rolling. Minor deflections from proof
rolling for flexible pavements are allowable. Deflections from proof rolling of rigid pavement support
courses should not be visually detectable.
MTI recon1mends that rigid concrete pavement be provided for heavy garbage receptacle parking. This will
eliminate danlage caused by the considerable load of containers transferred onto the small steel wheels and
subsequently onto the asphaltic concrete. Rigid concrete pavement should. consist of Portland Cement
Concrete Pavelnent (peep) generally adhering to ITD specifications for Urban Concrete. peep shall be 6
inches thick on a 4 inch drainage fill course, should be reinforced with welded wire fabric, and control joints
shall be on 12 foot centers or less.
CONSTRUCTION CONSIDERATIONS
Earthwork:
Reconlnlendations in this report are based upon structural elements of the project being founded on
COlllpetent native sandy silt or compacted structural filL Structural areas should be stripped to an elevation
that exposes these soil types. Excessively organic soils, deleterious materials, and/or disturbed soils
generally undergo high volun1e changes when subjected to loads, which is detrimental to subgrade behavior
in the area of pa velnents, floor slabs, structural fi lIs, and foundations. Mature trees, brush, and thick grasses
with associated root systems were noted at the time of OUf investigation. It is recommended that organic
and/or disturbed soils, if encountered~ be removed to depths of 1 foot (minimum), and wasted or stockpiled
for later l1se~ Stripping depths ShOltld be adjusted in the field to assure that the entire root zone and/or
disturbed zone (plow depths) and/or topsoil is ren1oved, prior to placement and compaction of structural fill
materials. Exact relTIoval depths should be determined during grading operations by a qualified geotechnical
representative, and shall be based upon sub grade soil type, composition, and firmness or soil stability.
I denti tied underground storage tal1ks (UST), below surface utilities, wells, or septic systems n1ust be
deCOn1111issioned, removed or abandoned as deenled necessary by govellling Federal, State, and local
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agencies. Excavations developed as the result of such removal must be backfilled with structural fill
nlaterials as defined below, and in the above section on Floor Slab-On-GradeK
After existing subgrade soils are excavated to design grade, proper control of subgrade conditions (Le~,
moisture content) and placement and compaction of new fill (if required) should be overseen by a
representative of the soils engineer (MTI)* Recommendations for structural fill presented within this report
can be used to minimize volume changes and differential settlements that are detrimental to the behavior of
footings, pavements, and floor slabs. Sufficient density tests should be performed to properly monitor
compaction. For structural fill beneath building structures one in-place density test per lift for every 5,000
square feet is reco.mmended~ In parking and driveway areas this can be decreased to one test per lift for
every 10,000 square feet.
Dry Weather:
If construction is to be conducted during what is considered "Dry" seasonal conditions, problems associated
with soft soils may be avoided~ However, shallow groundwater conditions, related to springtime runoff
and/or late summer/early fall irrigation, may induce rutting subgrade soils~ Problems may also arise
because of lack of moisture in native and fill soils at time of placement This will require addition of water
to achieve near optinlum lTIoisture levels. Low cohesive soils exposed in excavations may become friable,
increasing chances of sloughing or caving. Measures to control excessive dust should be considered as part
of the overall health and safety management plan~
Wet Weather:
If construction is to be conducted during what is considered "Wet" seasonal conditions (commonly from
mid-November to April), problems associated with soft soils must be considered as part of the construction
plan. During this time of year, fine grained soils such as silts and clays will become unstable. with increased
moisture content, and eventually deform or rut. Additionally, constant low temperatures reduce the
possibility of drying soils to near optimum conditions.
Frozen Subgrade Soils:
Frozen subgrade soiJs must be allowed to thaw, or may be stripped prior to placement of structural fill
ll1aterials or foundation elements. Frozen soils must be removed to depths that expose non-frozen soils and
wasted or stockpiled for later use~ These soils must be allowed to thaw and return to near optimum
condl tions prior to use as structural fill ~
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Structural Fill:
Soils regarded as suitable for use as structural fill are those classified as GW, GP, GM, SW~ SP, 8M, and
ML, in accordance with the Unified Soil Classification System (USeS) (ASTM D 2487)~ The use of silty
soils (USeS designation of OM, 8M, and ML) as fill may be acceptable. However, these materials require
very high moisture contents for compaction and require a long time to dry out if natural moisture contents
are too high~ Therefore these materials can be quite difficult to work witll as moisture content, lift thickness,
and compactive effort becomes difficult to controL If silty soil is used for structural fill, lift thicknesses
should not exceed 6 inches (loose), and fill material moisture must be closely monitored at both the working
elevation and the elevations of materials already placed. Following placement, silty soils must be protected
franl degradation resulting from construction traffic or subsequent construction.
ReCOnll11ended granular structural fill materials, those classified as GW, GP, SW, SP, should consist of.a 6
inch minus select, clean, granular soil with no more than 300/0 oversize (greater than 3;4 inch) material and no
nlore than 12% fines (less than #200) and placed in layers not to exceed 9 inches in thickness. Prior to
placement of structural fill materials, sllrfaces must be prepared as outlined in the Construction
Considerations secti on. Structural fill nlaterial should be moisture-conditioned to achieve optimum
1110isture content prior to compaction. For structural fill below footings, areas of compacted backfill must
extend outside the perimeter of the footing for a distance equal to the thickness of fill between the bottom of
foundation and underlying soils, or 5 feet, whichever is less.
Each layer of structural fill must be compacted to a minimum density of 950/0 of maximum dry density as
deternlined by ASTM D 1557 (for rigid structures) or D 698 (for flexible pavements). The ASTM D 1557
and 0 698 test methods shall be used for salnples containing up to 400/0 oversize palticles (greater than ~
inch)~ If material contains more than 40% but less than 500/0 oversize particles, compaction of fill shall be
confilmed by proof-rolling each lift with a IO-ton vibratory roller (or equivalent) until the maxi1num density
has been achieved. Density testing shall be perfonned after each proof-rolling pass until the in-place density
test results indicate a drop (or no increase) in the dry density, defined as the maximum density or "break
overu point. The number of required passes shall be used as the requirement on the remainder of fill
placenlenL Material shall contain sufficient fines to fill all void spaces, and shall not contain more than 50%
overs i ze partie les.
Backfill :
Backfill nlaterials shall ascri be to the requiren1ents of structural fill except that the maximum material size
shall be 4 inchesA In no case shall material greater than 2 inches in diameter bear directly on structural
elenlents. Placing oversized material against rigid surfaces interferes with proper co.mpaction~ Backfill
should be conlpacted in accordance with specifications for structural fill, except in those areas where it is
determined that future settlelnent is not a concern, such as planter areas. In nonstructural areas, backfill must
be compacted to a firm and llnyielding condition.
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Excavations:
Shal low excavations that do not exceed 4 feet in depth may be constructed with side slopes approaching
verticaL Below this depth, it is recomlnended that slopes be constructed in accordance with Occupational
Safety and Health Administration (OSHA) regulations, section 1926, subpart P.. Based on these regulations,
on-site soils are classified as type "C" soil, and excavations within these soil should be constructed at a
maximum slope of 1 Y2 foot horizontal to 1 foot vertical (1 Y2H: 1 V) for excavations up to 20 feet in height
Excavations in excess of 20 feet will require additional analysis. Note that these slope angles are considered
stable for short-term conditions only~ and will not be stable for long-term conditions.
Shallow, cenlented fine grained soils (caliche), encountered tllrough much of the site, may cause difficulties
during foundation developlnent and utility placement These soils typically extended through depths of 1.3
to 2.2 feet. For deep excavations, native granular soils cannot be expected to remain in position~ These
materials are prone to failure and may collapse, thereby undermining upper soils layers. This is especially
true when working at depths near the water tableA Proper care must be ta.ken to protect personnel and
equipment.
During our subsurface exploration, test pit sidewalls generally ex.hibited little indication of collapseA
However~ some caving of granular soils occurred, especially after penetration of the water table~ Care .must
be taken so that exca vati ons are properl y backfi] led in accordance with .procedures outlined in this report.
Water and loose debris should be renloved from these excavations, prior to placement of fill soils or
co nc rete.
Groundwater Control:
Groundwater was encountered in the investigation, but is anticipated to be below the depth of most
constructiOl1A Excavations below the water table will require a dewatering program~ It may be possible to
discharge dewatering effluent to renlote portions of the site or to a strategically located sump or pit. This
wi II essentially recycle effluent, thllS eliminating the need to el1ter into agreements with local drainage
authorities. Should the scope of the proposed project change, MTI should be contacted to provide more
detailed groundwater controllneasures.
Special precautions nlay be required for control of surface runoff and su.bsurface seepage in general. It is
reconlmended that runoff caused by wet weather be directed away from open excavations. On-site silty or
clayey soils can be expected to become soft and pump if subjected to excessive traffic following periods of
wet weather. Ponded surface water areas should be drained to allow construction to take place through
111ethods such as trenching, sloping, crowning grades, nightly slTIooth drum rolling, or installation of a
French-drain systenl. Additionally, temporary or pennanent driveway sections may be constructed s110uld
\vet weather be forecast
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GENERAL COMMENTS
When plans and specifications are complete, or if significant changes are made in the character or location of
the proposed structures, consultation should be arranged as supplementary recommendations may be
required~ It is recommended that the service of a qualified geotechnical engineering firm be engaged to test
and evaluate soils in footing excavations before placement of concrete to determine if soils n1eet compaction
requirelnents. Monitoring and testing should also be performed to verify that suitable materials are used for
structural fi 11 and that proper placement and compaction is performed.
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REFERENCES
Anlerican Society for Testing Materials, 1999, Standard Test Method for Materials Finer than 75-Jlill (No.
200) Sieve in Mineral Aggregates by Washing: C 117 - 95, 3 p.
Alllerican Society for Testing Materials, 1999, Standard Test Method for Sieve Analysis afFine and Coarse
Aggregates: C 136 - 96a, 5 p.
Anlerican Society for Testing Materials, 1999, Standard Test Methods for Liquid Limit, Plastic Limit, and
Plasticity Index of Soi1s, ASTM Designation: D 4318 - 86, 11 p.
Collett, R.A., 1980, Soil Survey of Ada COllnty Area, Idaho: US Department of Agriculture, Soil
Conservation Service, 327 p.
Othberg, K.L. and Stanford, L.A., 1992, Geologic Map of the Boise Valley and adjoining area~ Ada and
Canyon Counties~ Idaho: Idaho Geologic Map Series, scale 1: 1 00,000.
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APPENDIX
GEOTECHNICAL GENERAL NOTES
UNIFIED SOIL CLASSIFICATION SYSTEM
GEOTECHNICAL TEST PIT LOGS
PAVEMENT THICKNESS DESIGN SHEETS
SITE MAP PLATES
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GEOTECHNICAL GENERAL NOTES
SOIL PROPERTY SYMBOLS
N: Standard "N tI penetration: B lows per foot of a 140 pound hammer falling 30" on a 2" 0 ~D ~ SS.
Qu: U neon fined compressl ve strength, tons/ft2
Qp: Penetronleter value, unconfined compressive strength, tons/ft2
Qc: Cone PenetrOllleter value, unconfined compressive strength, pounds/in2
V: Vane val ue, ultimate shearing strength, tons/ft2
M: Water content, olb
LL: Liquid Limit
PI: Plasticity Index
NP: Non-Plastlc
D: Natural dry density, Ibs/ft3
WT: Apparent groundwater level (at time noted after completion)~
DRILLING AND SAMPLING SYMBOLS
ss: Split-Spoon - 1 318ft I.D., 211 O.D.~ except where noted~
ST: Shelby Tube - 311 O~D., except where noted~
AU: Auger Sample.
DB: Dianlond Bit.
CB: Carbide Bit.
GS: Grab Sanlple.
RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION
I Non-Cohesive Soils Standard Penetration Cohesive Soils Standard Penetration
Resistance Resistance
Very Loose <4 Very Soft <2
Loose 4-10 Soft 2-4
Mediunl Dense 10-30 Finn (MediulTI Stiff) 4-8
I Dense 30-50 Stiff 8-15
Very Dense >50 Very Stiff 15-30
f Hard >30 I
PARTICLE SIZE
Bo u Iders
Cobbles
G ra vel
12 in.+
12 in. to 3 in.
3 in. to 5 nlnl
Coarse Sand
i\1edium Sand
Fine Sand
5 Innl to 0.6 mm
0.6 111m to 0.2 n1nl
0.2 lnm to 0.074 nlnl
Silts
Clays
0.074 mn1 to 0.005 J11n1
0.005 mm & Smaller
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Unified Soil Classification System
Major Symbol Soil Descriptions
Divisions
Well-graded gravels, gravel-sand mixtures, little or no fines
Gravel GW
and Poorly-graded gravels, gravel-sand mixtures, little or no fines
Gravelly OP
Soils Silty gravels, Poorly-graded gravel-sand-silt mixtures
<500/0 GM
coarse fraction Clayey gravels, Poorly-graded gravel-sand-clay mixtures
passes #4 sieve GC
Coarse Well-graded sands, gravelly sands, little or no fines
Grai ned Sand SW
Soi 15 and Poorly-graded sands, gravelly sands, little or no fines
<SOO/() I Sandy SP
passes I Soi Is Silty sands, Poorly-graded sand-gravel-silt Inixtures
#200 sieve >50% 8M
coarse fraction Clayey sands, Poorly-graded sand-gravel-clay mixtures
passes #4 sieve SC
Inorganic silts & very fine sands, silty or clayey fine sands,
S i 1 ts ML clayey silts
and Inorganic clays of low to medium plasticity, gravelly clays, sandy
Clays CL clays, silty clays, lean clays
Fine LL < 50 Organic silts and organic silt-clays of low plasticity
Grained OL
Soils Inorganic silts, micaceous or diatomaceous fine sand or silt
>500/0 Silts MH
passes and Inorganic clays of high plasticity, fat clays
#200 sieve Clays CH
LL > 50 Organic silts and clays ofnledium-to-high plasticity
OH
Highly Organic Soils Peat, humus, hydric soils with high organic content
I PT
l
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GEOTECHNICAL
INVESTIGATION
TEST PIT LOG
Test Pit Log #: TP-l Date Advanced: 6/26/2006 Logged By: Jason Taylor
Excavated By: JTS Excavation Location: See Later Site Map Plates
Depth to Water Table: 13.5 Feet Depth to Bottom Of Hole: 13.8 Feet
Depth Field Description, w/USCS Soil Sample Samf)le Depth Qp Lab Test
(Feet) and Sediment Classification Type (From-To) ID
Silty Lean Clay (eL): Dark brown,
o . 0- 1 .8 diY, very stiff to hard, with fine GS 1.0-2~O feet 4~5+ A
grained sand throughout and
or:zanic nzaterial to 6 inches.
Sandy Silt (ML): Light brown} dry,
1.8-3.4 hard, vvith fine grained sand. 4.5+
Silty Sand(SM): Red-brown to
3.4-9.5 brown, dry to slightly lnoistj dense,
with fine to mediunl ;;;rained sand.
Poorly Graded Sandy Gravel
9.5- 13.8 (GP): Gra)J-brown, slightly n10ist to
saturated, lnedium dense to dense,
)A/ith coarse grained sand and 3 "
,ninus cobbles.
Lab Test ID M LL PI Sieve Analysis
- 0/0 - - #4 #10 #40 #100 #200
A 12.9 47 24 100 99 89 78 66.9
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GEOTECHNICAL
INVESTIGA TION
Test Pit Log #: TP-2 Date Advanced: 6/26/2006 Logged By: Jason Taylor
Excavated By: JTS Excavation Location: See Later Site Map Plates
Depth to Water Table: 13.8 Feet Depth to Bottom Of Role: 14.1 Feet
Depth Field Description, w/USCS Soil Sample Sample Depth Qp Lab Test
(Feet) and Sedilnent Classification Type (From-To) ID
Silty Lean Clay (CL): Dark brown,
0.0-1.3 dJY, veJY stiff to hard, with fine 4.5+
grained sand throughout and
organic materia! to 6 inches.
Sandy Silt (ML): Light brown. dry,
1 L 3 -4 . 8 hard, moderate cementation layer at 4.5+
1.4-2~2 feet, with fine grained sand.
Silty Sand(SM): Red-brown to
4.8-11.8 brown, dr)J to slightly moist, dense,
with fine to J1zedium grained sand.
Poorly Graded Sandy Gravel
11.8-14.1 (GP): Gray-brown, slightly moist to
saturated, Inedium dense to dense,
with coarse grained sand and 6"
minus cobbles.
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GEOTECHNICAL
INVESTIGA TION
TEST PIT LOG
Test Pit Log #: TP-3 Date Advanced: 6/26/2006 Logged By: Jason Taylor
Excavated By: JTS Excavation Location: See Later Site Map Plates
Depth to Water Table: 13.8 Feet Depth to Bottom Of Hole: 14.2 Feet
Depth Field Description, w/USCS Soil Sample Sample Depth Qp Lab Test
(Feet) and Sediment Classification Type (From- To) ID
Silty Lean Clay (CL): Dark brown,
0.0- 1.3 dlY, very stiff to hardJ with fine 4.5+
grained sand throughout and
orf?anic material to 6 inches~
Sandy Silt (ML): Light brown, dry,
1.3-5.4 hard, moderate to strong GS 2.0-3.0 feet 4.5+ B
cementation layer from 1.3-2.2 feet,
with fine grained sand.
Silty Sand(SM): Red-brown to
5.4-8.9 brown, dry to slightly Jnoist, dense,
with fine to nzediuln grained sand.
Poorly Graded Sandy Gravel
8.9-14.2 (GP): Gray-brown} slightly moist to
saturated, lnediu111 dense to dense,
yvith coarse grained sand and 6 IJ
n1inus cobbles.
Lab Test ID M LL PI Sieve Analysis
- % - - #4 #10 #40 #100 #200
B 11.8 NIP NIP 98 82 54 44 36.8
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IDAHO METHOD - PAVEMENT THICKNESS
(USING ADA COUNTY H IGHW A Y DISTRICT SUBSTITUTION RATIOS)
Pa vement Section Design Location: Proposed Oanvi lie Subdivision
Average Daily Traffic Count:
Design Life:
Traffic Index:
Climate Factor:
Subgradc eRR Value:
A II Lanes & Both Directions
20 Years
6.00
R-VaJue of Subgrade:
Subgrade Mr:
10.00
R-Value of Aggregate Base: 80
R-Value of Granular Borrow: 60
Subgrade R-Value: lO
Expansion Pressu re of Subgrade: 0.36
Unit Weight of Base Materials: J 30
Tata I Design Life 18 kip ESAL IS:
ASPHALTIC CONCRETE:
Gravel Eq u i\'nlent~ eu lrula ted:
Thickness:
GraveJ EquiYalent~ ACTUAL:
CHUSHEO AGGREGATE BASE:
era vel Eq uivaJent (Ballast):
Thickness:
Gravel Equivalent, ACTUAL:
GRANULAR BORROW:
era vel Equivalent (Ballast):
Thickness:
Gravel Equivalent, ACTUAL:
TOTAL Thickness:
Thickness Required by Exp~ Pressure:
Asphaltic Concrete (at least 2~5):
Asphalt Treated Base (3t least 4~2):
Cement Trented Base (at least 4~2):
Un rrea led A gg reg n te Base (at leas t 4 ~2):
G ra n u In r Borrow (at lenst 4~2):
33J 3l
0.384 Feet
0.196923077
0.41
Use = 0.208
Feet
0.768 (if only aggregate base is to be considered change B 14 to B 15)
0.329 J Use = 0.333 Feet
0.772
1.728
0.956
! .772
Use = 1
Feet
1.541
0.399 Th i s nu mber must be less than TOT A L Th ic kness
Design (ACHD Values)
Depth Substitution
Inches Ratios
2~50 ! .95 (ACH D minimums: 2.5 for local & 3 for art.lcollector)
0.00
o~oo
4~OO l. ] 0
12~OO ] .00
Copyright @ 2006 Materials Testing & lnspection~ Inc.
2791 South Victory View Way · BoiseJ fO 83709 · (208) 376-4748 · Fax (208) 322-6515
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MATERIALSe
TeSTING &
INSPECTION
e
June 30, 2006
Page # 24 of 26
o Envi ran m en tat Servi ces
o Geotechnical Engjneering
o C onstructi on Mate ri als T esti n 9
o SpeciaJ Inspections
r:\boise\2006 reports\800-999\b60964g\geotech report b60964g~doc
RESISTANCE "R" VALUE LABORATORY TEST DATA
TP-3,2.0'-3.0'
June 26, 2006
5261
ASTM D75:
ASTM D2844:
AASHTO T2:
AASHTO T190:
AASHTO T87: X
Idaho T8: X
ASTM D421 :
Sample A B C
Dry Density (lb/ftJ) lO2~7 101.1 98.7
Moisture Content (0/0) 13.7 15~3 16.4
Expansion Pressure (psi) 0.36 0.21 0.12
Exudation Pressure {psi) 345 223 88
R- Value 11 10 8
R-Value @ 200 psi Exudation Pressure = 10
R..Value @ Exudation Pressure
12.0
11.0
Q) 10.0
:J
co
> 9AO
I
Ct:
8.0
7.0
400 350 300 250 200 150
100 50
Exudation Pressure (psi)
Copyright @ 2006 Materials Testing & Inspection, Inc.
2791 South Victory View Way · Bois8J ~D 83709 · (208) 376-4748 · Fax (208) 322-6515
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