HomeMy WebLinkAboutSeyam Subdivision PP App
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
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DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
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: November 30, 2006
Transmittal Date: November 6, 2006 File No.: PP 06-055
Hearing Date: December 7, 2006
Request: Public Hearing - Preliminary Plat approval of 8 lots on 39.28
acres in existing I-L zone and C-G zones for Seyam Sub
By: Ronald Van Auker
Location of Property or Project: 3660 E Lanark Street
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, CIC
Joe Borton, CIC
Keith Bird, CIC
Shaun Wardle, 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 DevJCheryl Brown (CUP only)
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)
Owest (FP/PP only)
I ntermountain Gas (FP/PP only)
Bureau of Reclamation (FP/PP only)
Idaho Transportation Dept. (No FP)
_ Ada County Ass. Lan.d Records
Meridian Development Corp.
Historical Preservation Comm.
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Your Concise Remarks:
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Hearing Date: December 7, 2006
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File r'Jo~l PP-06-055
,Project Name: Seyam Subdivision
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Request:
Preliminary Plat approval of 8 lots on 39.28 acres in existing I-L zone and C-G
zones, by Ronald Van Auker.
Location:
3660 E Lanark Street (approximately % mile east of the intersection of Franklin
Road and Eagle Road), in Section 9, Township 3 North, Range 1 east.
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Planning Department
'~ION & COUNCIL REVIEW APPLICATION
Type of Review Requested (check all that apply)
o Annexation and Zoning
o Comprehensive Plan Map Amendment
o Comprehensive Plan Text Amendment
o Conditional Use Permit
o Conditional Use Permit Modification
o Final Plat
o Final Plat Modification
.Q Planned Unit Development
.Preliminary Plat
o Rezone
o Time Extension (Commission or Council)
o UDC Text Amendment
o Vacation (Council)
o Variance
o Other,..^,....'"....'" ...................................."...... '" ..",.."..~.. ",,,,,,,,,,"'.. _...'~..,"
Applicant name:,
Applicant address::-
Applicant's interest in property:
....... .......--....-------~
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o Other",,~
Owner name:e.,-
Phone:
Zip:
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Owner address:,>
Agent name (e.g., architect, engineer, developer, representative): ~_
Firm name:,__
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Address:;,..
Phone:
Zip:~~}E),;a_""""j
~-:::::::::::::~~::::::::::::::::::: , ^ ::::":":":": ,-,
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Primary contact is: 0 Applicant 0 Owner il'Agent 0 Other,
Contact name:,.. --_
Fax:
E-mail:
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Subject Property Information
Location/street address~_,::......3,~~"_p"',o"..ll!:!l/il.l(_.. ,"-
Assessor's parcel number(s): '-~-_....,-'-'''
Total acreage:
Township, range, section:; _'>"'_
Current land use:
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Current zoning district:,,,,:..L.-.-k,,-
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660 E. Watertower Lane, Suite 202 . Meridian, Idaho 83642
Phone: (208) 884-5533 . Facsimile: (208) 888-6854 . Website: www.meridiancity.org
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Project Description
Project/subdivision name: ..
:r.':... "">>?'M.i;j;o. i.i.-
General description of proposed project/r
Proposed zoning district(s):>,"
Acres of each zone proposed~;~.,
Type of use proposed (check all that apply):
D Residential ~ommercial D Office :IIndustrial D Other~",..."...~,. ..~,
Amenities provided with this development (if applicable);. t."__'".'...2,: ,,:::::::::
Who will own & maintain the pressurized irrigation system in this development?f"'~=~""'~"-<____"'"
Which irrigation district does this property lie within? :~~~~~~~".';':..............o"""~""'- , ",,~,__ ,,".__' ,,~
Primary irrigation source: "",._.~,--v,'., __"' ...,.......,m'..,~,_,'"....=_ ".'_ Secondary:
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water):
....... :......__:,-_~:;:':ti-~ .
:::::~~::::~~~~~~~~~~~~~~~~~~.:.: . :..~~- .~.:.. ':
Residential Project Summary (if applicable)
Number of residential units:
Number of common and/or other lots:
Proposed number of dwelling units (for multi-family developments only):
I Bedroom:_....................^~" '" '"""., ",__ik,o,-Xi;; ..., 2 or more Bedrooms:", .''''
Number of building lots:
".:.:.:.~..":.;;
._. .....'...,'
Minimum square footage ofstructure(s) (excl. garage): Proposed building height:
Minimum property size (s.!)>" ';;;';';;"';:':::;:~:,""',.. '_'_ ..........0.4' Average property size (s.f.):
Gross density (Dl~cre-totalland~",.,_,;_;_,~ ',', '. <,,:~,_I' Net density (D~cre;excludl'n~ roads & alleys):
Percentage of open spa8e provided: Acreage of open space:
Percentage of use able open space: (See Chapter 3, Article G, for qualified open space)
Type of open space provided in acres (i.e., landscaping, public, common, etc ):<7, C'C'C .""",,:1
Type of dwelling(s) proposed: D Single-family D Townhomes D Duplexes D Multi-family
Non-residential Project Summary (ifapplicable)
Number of building lots:_8: Other lots: :-~'_" _~ "O;:'.'W: .........cccccc....................c.c.c.c.....c.c.c.c.c.c.c.c.c.c. ~ -.,...Xy="--
~~.: :~=:;:,::d~d hO~~ .................. .. Nfl _dog ~ifoPP:"~~~~;og :~t:;I:. ..mm,
Percentage of sitelproject devoted to the following:
Landscaping: ," Building:~. """::""",,") Pavmg:
Total number of employees: Maximum number of employees at anyone time: ;"
Number and ages of students/children (if applicable: Seating capacity: ','
,mpact spaces provided:::"...,",:~~",:,:"
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Authorization
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EXHIBIT "A"
A parcel of land situated in the SWl/4 of Section 9, Township 3 North, Range 1 East,
Boise Meridian, City of Meridian, Ada County, Idaho and more particularly described as
follows:
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Commencing at a brass cap monument marking the SI/4 comer of said Section 9, from
which a brass cap monument marking the SW comer of said Section 9 bears
S89011 '46"W a distance of2706.71 feet, thence NOoo40'06"W a distance of 40.00 feet
to a 5/8 inch rebar on the North right-of-way line of Franklin Road and the POINT OF
BEGINNING;
Thence along said North right-of-way line for the following courses, S89011'46"W a
distance of 892.95 feet to a 5/8 inch rebar;
Thence N32057'25"W a distance of 47.35 feet to a 5/8 inch rebar;
Thence S89011 '37"W a distance of 55.50 feet to a 5/8 inch rebar;
Thence S26006'13"W a distance of 44.96 feet to a 5/8 inch rebar;
Thence S89011'46"W a distance of 585.61 feet to a point;
Thence N47055'09"W a distance of36.25 feet to a 5/8 inch rebar on the East right-of-
way line of North Gaudians Ave;
Thence along said East right-of-way line N06054'40"W a distance of 827.63 feet to a 5/8
inch rebar;
Thence continuing along said East right-of-way line and along the arc of a curve to the
left with a radius of 178.00 feet, an arc length of 103.'32 feet, a central angle of
33004'15", a chord bearing N23026'50"W a distance of 101.89 feet to a 5/8 inch rebar;
Thence leaving said East right-of-way line N06054'40"W a distance of 102.90 feet to a
5/8 inch rebar on the South right-of-way line of the Union Pacific Railroad;
Thence along said South Railroad right-of-way line S89056'01 "E a distance of 1747.00
feet to a 5/8 inch rebar on the East line of said SW1I4;
Thence leaving said South Railroad right-of-way line and along said East line
SOoo40'06"E a distance of 1017.46 feet to the POINT OF BEGINNING.
.
Containing 39.28 acres more or less and is subject to all existing easements and or rights-
of-ways ofrecord or implied. 111
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C066125 Boundary legal GDM 09/14/06
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ADA COUHT'f REWlD~J.llAVlD lIAYAIIRO ~rilUIIT UIO
IIIlISE iDAHO Jl1114Jl15 D'tfli PII' ~ .
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PIONEER TITLE COMPAJ.'iY
OF ADA COUNTY
8151 W. RitlemanAve./Boise, Idaho 83704
(208) 377-2700 .
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WARRANTY DEED
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For V~UJ:. Received
Rorill1d W Va.n AuIcer, ',.married D1IIl. lIS hiisolc and ~~ property
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hcreinafto:r referred IJ)I as GBo.tor, does hereby ggnt, blrgllin.'~IJ, ~t Ind convey WlIJ)
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DeMeyer PropertieA, u.c
hereinafl~ referred IJ) U Gla.nlCC, wbolll: curmit II\dress iI 3110 E. Frmldin Rd., Meriw.n, ID 83642
l! the following described premisca, IO-~t:
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SEE EXHIBIT i. ATIACHED HERETO AND MADE A PART HEREOF.
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.DENICE B. THORNTON
NOTARY PUBLIC
STATE OF IDAHO
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EXHIBIT A
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l.aCIft in the SW Y. of Section 9, T0W1l8hip3 North, Range I East,oBoise Meridilll, City of
Meridian, Ada County, Idaho described B6follow:ll:
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COlllIdlncing . the SW comer of said Section 9; :;;
Thence aJoDg the South line of said Section, North S!1l1 J '46~'&st. 1107.J9 feet, to'!JOint onlhe
, Ea.s.terly nibt ohOll!.y of North GmJdiamI Ave., cxrended to said sectblline; .
~cnce llong slid EJIlterly right otway, North 06055'J2" West, 64.97 feet to . set 518" rebW with
an orange plastic cap m.arkcd '7VEI, PIS 10782" (bc:reafta referred to simply.. a se15/S" rcbar),
Iud ta. POINT OF BEGINNING; t;
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Thence conJinuing North 06.55'12" West, 402.69 feel, to a set 5/8" rcbar; (!!
Thence North 89.11' 46n East, 406.71 feel, 1OI11f! 518" rebar;
'Th=South 00048'J4" East, '25.00 feet to a pointOlltheNorthrighlofvl'llyofF1'8llIdinR~
a.nd;-! set 51&" rebv; . .
ThenceitlOl;li IllIid ri&hl of.....y, South 89"11'46" West, 337.32 feet ~a!llUlgle point in'Did right
ot_yas pe:rWunmtyDeed Inslnmlcnt No. 1040J6708, aod a MagNail~' in a cdbcret.e pad fur
a lii'ge 3tcel power pole; - ~
Thence COIltinuiJ;c.'lI1ong said right of way Nor1h 47'SS'Q9n Well, 36.15 feet to tlm POINT OF
BEGlNNlNG.
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AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO)
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COUNTY OF ADA )
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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:
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to submit the accompanying application(s) pertaining to that property.
I: I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership ofthe property which is the subject of the application.
~ 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).
Dated this
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My Commission Expires:
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STA'IE OF IDJ\HO )
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COUNTY OF ADA )
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I, DeMeyer Properties, LLC
(name)
Mountain Home
Idaho
, 600 Airbase Road
(address)
being first duly sworn upon
oath, depose and say:
(city)
(state)
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1. That I am the record owner of the property described on the attached, and I grant my
permission to: !Ii
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Pinnacle Engineers
(name)
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12552 W~ Exceutive, Bo!se
(address)
to submit the accompanying application pertaining to that property.
2. I agree to indemnifY, defend and hold the City of Meridian and it's employees harmless
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.
Dated this
30th
day of Octob~
,200~.
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- (Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
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o Public for Idaho
Residing at N~L?6t
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My Commission Expires: -;-d/-~/O
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Parcel Labels
Streets
-INTERSTATE
-PRINCIPAL ARTERIAl
-MINOR ARTERIAL
~MAJOR COLLECTOR
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RAILROAD
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, Environmental Data
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Thursday, November 02, 2006 2:11 PM
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PRE-APPLICATION MEETING NOTES
DATE: e -2.5-O(p
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Applicant(s): Mrc:.ha.el Cr~rd.
Engineer/Architect/Planner: ~ V4J\
Staff: Scsnta., Atv\a., MiJC.e.
rit')I\t.\..Clt,. en:r.t\~rJ "
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Location: N. si'd.~ . r..a.nt:-h'r'\
Required Applications: r,.~ Ii",i "4!"Y PI,""
Existing Zoning: E- ~ f 1- L. Proposed Zoning:
Comprehensive Plan Designation: Usw\ n'l.,..e.; 4J /I.....dv ttri 4,.'
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For Plats
Prop~Size: 3$.,3
Sewer: a.."CI,J.lcJc>le
Water: "
Pressuri~ed Irriga.ti~)fl: ~. ~i'7Hc:t 4-- __in
Street Buffers: ~S 4.'1MA F'naI\t..I,." to 10 roGJ!.l
Open Space & Micropath~ -
Landscape "plan: N,), d ~ ~ .
Lot Size & fi'rontage: ~
Topography:
Nydro19gy:
;!i Street System: "C1)::... I~
Pathway System: -
l.DI!,
Number of-Hnits:
6
Dwelling Type: N I A
Wq~
!)j
10:: ~._
~
~,
n
Other Applications
o Annexation ~
~ Rezone If ~~ i~.s dll:lJ\j<
o Conditional Use Permit
o Vamance
Dr! Lot Line Adjustment
o Comprehensive Plan Amendment
. Application Checklist Review
!lI
Other Agenci~s to Contact:
Additional Pre-application Conference:
~ Notrecornrnended
Recommended
Required
E
Anticipated Submission Date: 2- c..ui'-S.
Anticipated Planning & Zoning ~ate: M,'d- NOV'eM be....
~t~ h~. m4.-t(n4U-S
Additional Notes: ~e:<<ptvcU e.1&d.+i'c:sn.sY~.... blJ.wS- G"1 F....a.I"\Jc:-f,t\ RJ."
~ f<<L.t- E( YO,/ Hv.(..f, r 4~ Dept- .fD,.. ~ I')'l i""~<<..-ff6r\ ,
sh~ lCU\ds ~ bu~.. .ea.sern.eft.:#-~ ~ f\a..+."
;:
Tbe information provided during this meeting is based upon tbe current City of Meridian Zoning &
Subdi~sion Ordinance and applicable Comprehensive Plan and is valid for 3 months. A'D' subseqt{~t
cbanges to tbe Zoning or S ubdi~on Ordinance or Comprehensi~ Plan mrg qffict your application.
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Name
Mayes Subdivision
September 7, 2006
Pinnacle Engineers
Neighborhood Meeting #1
Attendance
Address
Phone "
7.
9.
10.
11.
12.
13.
1
18.
19.
20.
~
Mayes Subdivision
September 8, 2006
Pinnacle Engineers
Neighborhood Meeting #2
Ronald W. Van Auker, rnc Offices
Attendance List
~-.-~
Name Address ro'
l.Q(j~\f7 ~
2. /?o,J VIf/J Iiu k~ ;JR.
Phone
J-/tJIIJ t:.f~ ft/
6084 &t tAud
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~7J1166
BBf--i-9?4
....~'-~::::
,~,~,
COMMITMENT OF PROPERTY POSTING
Per Unified Development Code (UDC) II-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 removed 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
UDC II-5A-5.
~.~
Page 1 of2
Michelle Zimmerman
--~ ---'~"i'~~M::;;:::::::::=,"~~~~1;1 -~ ~~= ~~~~.,M_______,~~___~_~__ _~"C_= _ ~o~~,",~~_ _~<
From:
Sent:
To:
Michael Crawford
Monday, September 18, 2006 9:22 AM
Brian Smith
Cc: Ryan Smith; Michelle Zimmerman
Subject: FW: Sub Name Reservation
Importance: High
Michael R. Crawford
Planner
Pinnacle Engineers, Inc.
12552 W. Executive Orive
Boise, 10 83713
(208) 887-7760
(208) 887-7781 fax
-----Original Message-----
From: David Couch [mailto:dscouch@adaweb.net]
Sent: Monday, September 18, 20069:16 AM
To: Michael Crawford
Subject: RE: Sub Name Reservation
September 18, 2006
Michael Crawford
Pinnacle Engineers, Inc.
RE: Subdivision Name Reservation SEYAM SUBIDIVISION
Dear Michael,
At your request, I will reserve the name "SEYAM 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.
Sincerely,
David J. Couch, PLS
Ada County Surveyor
~.1
For procedure on reserving subdivision names go to: http://www.adaweb.netldevserv/survey/Rsubname.hin
Check out the list of subdivision names at: http://www.adaweb.netldevserv/survey/subnames.htm
~!lU.! l~i!Ci!ijjialill:~::' ~. ~~ '-_~"J ._=-...:...- -::*-i~."J. I__;_~,,~J):::,~:.:.rw'~_:W.-'lj-m i ~ ":.-1._ -ifjfu :':'::lIm1'm:~iL~1:~n."^:'[Jip~"1..!m"~:r:.~[Cir"'fl":'Jii"'-r~ -~:~::~~~A':r!::.'l!::'~~W-a'~Jt1 ""'(J'T~.~1 ~4':":" ~ Y w_.o._<.-;
From: Michael Crawford [mailto:MichaeIC@pinnacle-engineers.com]
Sent: Tuesday, September 12, 2006 12: 10 PM
To: David Couch
Subject: Sub Name Reservation ~
Hi David,
9/18/2006
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RADIUS NOTICE REPORT
FILE NAME: seyam
06-Nov-2006
~-=
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Owner Address
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719 E MARTINIQUE
MERIDIAN, ill 83642-0000
='",-J:~t:.~-i~ - ---"'-= i
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BARTS CHI RALPH P LIFE ESTATE
BARTS CHI LA VONNE J LIFE ESTATE
II
Property Address:
.
seyam
3530 E FRANKLIN RD
MERIDIAN, ill 83642-0000
seyam
553 S SILVER BOW AVE
EAGLE, ill 83616-6205
seyam
911 NMERIDIAN RD
MERIDIAN, ill 83642-2241
seyam
8000 S FEDERAL WAY MS 109
BOISE, ill 83707-0006 ~
seyam
8000 S FEDERAL WAY MS 109
BOISE, ill 83707-0006
seyam
4010 E FRANKLIN RD
MERIDIAN, ill 83642-6004
seyam
4010 E FRANKLIN RD
MERIDIAN, ill 83642-6004
seyam
P o BOX 20
BOISE, ill 83726-0000
seyam
DEMEYER PROPERTIES LLC
Property Address:
HOFFBAUER ARLES TRUST
HOFFBAUER ARLES F TRUSTEE
Property Address:
MERIDIAN JOINT SCHOOL DIST NO 2
Property Address:
MICRON TECHNOLOGY INC
Property Address:
MICRON TECHNOLOGY INC
Property Address:
NATIONS PATRICIA A
Property Address:
NATIONS PATRICIA A
Property Address:
NEW ALBERTSON'S INC
Property Address:
J
m~~h;';":: ~ -~-=- ~~ _=-~, ~ ~:-:.;~~-r--X:1,;'-.:i'J~--->~~,,~ - - --,.:-:,-':::::. i: ~'~-=:3l");~--=--' r~-:"-- .:..~
Owners Owner Address
:!iL~.~":M~,V.,"- ,-- - n.;--' : ::._~I"~l~!L.<.~__".eGii,. ~t'~,--=~~~Ill.;r:!~r~~i::~~: . ~~'~.~II1lllb;;. ;".;c::~;r .-.~--".,
NEW ALBERTSON'S INC
POBOX 20
BOISE, ID 83726-0000
Property Address:
seyam
R C WILLEY HOME FURNISHINGS
2301 S 300
SALT LAKE CITY, UT 84115-2516
Property Address:
seyam
R C WILLEY HOME FURNISHINGS
2301 S 300
SALT LAKE CITY, UT 84115-2516
Property Address:
seyam
R C WILLEY HOME FURNISHINGS
2301 S 300
SALT LAKE CITY, UT 84115-2516
Property Address:
seyam
REED MARGARET
SCHARF KATIE
1906 N MAPLE GROVE RD
BOISE, ID 83704-6930
"
Property Address:
seyam
TOUCHMARK LIVING CENTERS mc
PO BOX 1355
MERIDIAN, ID 83680-1355
Property Address:
seyam
TOUCHMARK LIVING CENTERS INC
PO BOX 1355
MERIDIAN, ID 83680-1355
Property Address:
seyam
TOUCHMARK OF THE TREASURE VALLEY L
PO BOX 1355
MERIDIAN, ID 83680-1355
Property Address:
seyam
TOUCHMARK OF THE TREASURE VALLEY L
PO BOX 1355
MERIDIAN, ID 83680-1355
Property Address:
seyam
TGUCHMARK OF THE TREASURE VALLEY L
PO BOX 1355
MERIDIAN, ID 83680-1355
Property Address:
seyam
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Owners Owner Address
~,~-~~X~0-1:: - "'" :~_~~ -~l;..-'i = v-71"7~ ~:~.._~j,!~l..~'-:,I= - - ~~r- _ ~ ..:,:_;t~,~~~:: - :;
TOUCHMARK OF THE TREASURE VALLEY L
PO BOX 1355
MERIDIAN, ID 83680-1355
Property Address:
TOUCHMARK OF THE TREASURE VALLEY L
PO BOX 1355
MERIDIAN, ID 83680-1355
Property Address:
VAN AUKER RONALD W
3084 E LANARK
MERIDIAN, ID 83642-0000
Property Address:
VJ JOINT VENTURE
3084 E LANARK
MERIDIAN, ID 83642-0000
Property Address:
VJ JOINT VENTURE
3084 E LANARK
MERIDIAN, ID 83642-0000
Property Address:
seyam
seyam
seyam
seyam
seyam
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ESTtNG &0
!NSPcECiTION
April 30, 2001
Pag.# 10f9
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\\mtiserver\reports\200 1 report\200-399\b 1 0391g\bl 0391aeotech.doc
..0 Environmental Services
o Geotechnical Engineering
o Construction Materials Testing
OS~
1
J
lVlr. Roger Smith
Pinnacle Engineers, Inc.
12552 W. Executive Drive, Suite B
Boise, Idaho 83713 ~
(208) 'i887-77 60
-MAY - 1 2001
'PN!ACLJ:
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Re: , Limited Soils Investigation
Proposed Office/Warehouse
Lanark Lane
Meridian, Idaho
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Dear Mr. Smith:
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As requested we have conducted a limited subsurface soils investigation for the above mentioned ""
development. The fieldwork for this investigation was conducted on 24 April 2001. 'Phis report presents the
results of a subsurface soils investigation to evaluate drainage characteristics for the proposed drainage
facilities for the on-site disposal of storm water. The premise for this report is as follows.
Project Description:
The proposed development is located within the east portion of the City of Meridian, Ada County, Idaho, and
occupies a portion of the SWl/4 of Section 9, Township 3 North, Range 1 East, Boise Meridian. The
proposed development consists of an approximate 72,000 square foot building with associated paving and
driveways. A total of four infiltration swales are proposed for areas near the southwest and southeast comers
of the structure. Each infiltration swale varies from approximately 3,000 to 3,500 square feet in area. The
proposed depth of the infiltration swales is presently unknown.
:l.
Authorization:
Authorization to perform this exploration and analysis was in the form of a verbal authorization to proceed
dated 13 April 2001, from Mr. Roger Smith of Pinnacle Engineers, Inc., representing the owners.
~;;::}.
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DESCRIPTION OF SITE
-I~
Site Location:
=I
The proposed development is located east of the City of Meridian, northwest of the intersection of Franklin
and Eagle Roads. Access to the site is gained by travelling Interstate-84 to Eagle Road (exit #46). From the
exit, follow Eagle Road northward for approxidtely 0.5 mile to Franklin Road. Proceed eastward on
Franklin Road for approximately ~ mile to the east end of the existing R.C. Willey development. The
subject property is located on the north side of Franklin road, east of the existing R.C. Willey furniture store.
The location is depicted on the attached site map plate.
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COpyniti<T@ 2000 MtTeRWs T rniNG & INS~CTioN, IIic.
~
7446 W. Lemhi St., Boise, ID 83709
E-Mail mti~mti-id.com
208376-4748 Fax 208 322-6515
www.mti-id.com
d\ General Geology of Area:
The subject site is located within the Boise Valley which is directly underlain by a thick sequence of alluvial
sands and gravels typically deposited on basalt formations. These sediments are loosely named the Boise
River~ravels 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
!l!;
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
smaller units based on their age and are exposed as distinct alluvial t~aces. Five of these terraces are well
exposed in the Boise area and range in age from Middle Pleistocene to Holocene (Recent) (0 - 0.9 million
years ago). The site lies on the Whitney Terrace, the second terrace above the currently defined floodplain.
Geologic data published for the area indicated that bedrock is typically encountered at a depth of
approximately 100Jeet beneath the soil surface (Othberg and Stanford, 1992).
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April 30, 2001
Page # 20f9
\\mtiserver\reports\200 1 report\200- 3 99\b 1 0391g\b 1 03 91 geote:ch.doc
IlJ Environmental Services
o Geotechnical Engineeri~(]
o Construction Materials Testing
o Special Inspections
Site Topography, Drainage and Vegetation:
The project site currently exists as a relatively flat, undeveloped agricultural parcel. The site is bounded on
the north by a drainage ditch, on the west by existing commercial development, and on the south and east by
agricultural/residential property. Regional drainage, if left undiverted, is t.9 the northwest toward the Boise
River. Drainage within the property is generally to the north. Storm wate'i- drainage for the site is achieved
primarily by percolation through the surficial silty soils. The property is likely to receive minimal off-site
drainage. Vegetation at the time of the field investigation consisted of cultivated wheat and limited weeds
and grasses.
,(
SUBSURFACE CONDITIONS
Soil and Sediment Profile:
Two test pits were advanced at locations shown on the attached site plan. . These locations correspond to
proposed infiltration swale locations. Because of the aerial extent of the studied parcel, the developed soil
profile represents only a generalized case and variability in soils b~een test pit locations should be
anticipated:
"
Surficial Sandy Silt (ML) - This soil was encountered at the ground surface across the site, generally
consisting of brown to dark brown, stiff to very stiff, sandy silt (ML). Silty soils were found to be moist and
disturbed through the upper 12 inches with some fine sand throughout. This silt 19yer was encountered to
depths of3.5 to 3.8 feet within test pits.
Cemented Silty Sand (SM): Silty sand was encountered in both test pits underlying surficial silt and
generally consists of light brown, dry to slightly moist, very dense, silty sand with strong calcium carbonate
(Caliche) cementation throughout. Silty sand (SM) was found to extended to depths of 6.1 to 6.8 feet within
the test pits.
CopyniGkT ~ 2000 MnmiAls T rniNG'" ~spEClioN, INC.
~:-
7446 W. Lemhi St.. Boise, 1083709
E-Mail mti~mti-id.com
208 376-4748 Fax 208 322-6515
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Page # 30f9
\\mtiserver\reports\2001rtport\200-399\b 1 0391g\b 1 0391 geotech.doc
o Environmental Services
o Geotechnical Engineering
o Construction Materials Testinq
o Special Inspections
Poorly Graded Gravelly Sand (SP) - Underlying cemented silty sand (SM), poorly graded sand with gravel
(SP) was encountered across the site, extending through the termination depths of both test pits. Poorly
graded sand (SP) was found to be slightly moist grading to saturated as the water table is approached, dense,
and weakly to moderately cemented to 7.5 to 8.0 feet with six-inch minus gravel throughout.
~ ~ .
"
Walls of test pits were stable with the exception of some minor sloughing of poorly graded sand with gravel.
Excavation through these granular soils, particularly after penetrating groundwater, will lead to an increased
propensity for sloughing or caving. "
SITE HYDROLOGY
Groundwater:
Groundwater was encountered at a depth of 13.5 feet in Test Pit 2 during this investigation. Soil moistures in
both test pits were generally moist within the upper cohesive soils and dry to slightly moist within the
cemented silty sand (SM). Moistures within the poorly graded sands (SP) were slightly moist to moist above
the water table, and saturated below. Groundwater levels in the project vicinity are likely primarily a
function of local irrigation activity; however, estimation of the extent to which groundwater levels fluctuate
under seasonal influences is problematic without regular monitoring. Although no iron-staining or other
" evidence of past groundwater levels were noted during the investigation, groundwater levels as shallow as
" approximately 11 to 12 feet should be anticipated during irrigation season.
Hydraulic Conductivity:
.~
)!:
Soil permeability - a measure of the ability of a liquid to move through a soil - was not tested in the field. ill
this report this parameter is approximated by soil type and gradation. Of soils comprising the generalized
II, soil profile for this study, the near surface sandy silt (ML) soils generally offer little permeability, with
typical hydraulic conductivity values between 2 and 4 inches per hour, increasing with increasing sand
content. Hydraulic conductivity values of near zero should be anticipated within the cemented silty sand
(SM) because of strong calcium carbonate cementation encountered throughout this soil type. Conductivity
values within the non-cemented poorly graded sand soils encountered at the base of the test pits are generally
on the order of24 inches per hour or greater, although cementat~on may significantly reduce this value.
RECOMMENDATIONS
Visual ob~ervations suggest that native, non-cemented poorly graded sands (SP), likely to be encountered
below approximate depths of 7.~ to 8.0 feet, are highly permeable and can be expected to permit rapid
drainage of storm water. However, strongly cemented silty sand (SM) and moderate cementation
encountered within the poorly graded sand (SP) will limit percolation rates. Removal and replacement of the
cemented soils is required to ensure proper drainage. These cemented soils, coupled with the relatively high
infiltration rates, will require that a filter sand, con~isting of ASTM C-33 or equivalent, be extended through
the cemented soils, to approximate depths of7.5 to 8.0 feet. The filter sand should be placed in maximum 9
inch loose lifts and compacted to between 90% and 95% of the maximum dry density as determined by
ASTM D 698 (Standard Proctor). Overcompaction of this material should be avoided, as the permeability
will be reduced.
Cop\'lliGkT. 2000 MATERWs TrniNGo& INSPECTiON, Irlc.
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7446 W. Lemhi St., Boise, 1083709
E-Mail mti@mti-id.com
208376-4748 Fax 208 322-6515
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April 30, 2001
Page # 40f9
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\ \mtiserver\reports\200 1 report\200- 3 99\b 1 0391 g\b 1 03 91 Ileotech.doc
o Environmental Services
o Geotechnical EnQ,ineering
o Construction Materials Testin~1
o Special Inspections
If vegetation in the bottom of the infiltration swales is desired, placement of 6 to 12 inches of non-plastic
silty sand soil is recommended. An estimate of 11 to 12 feet below existing grades for seasonal high
groul1;dwater levels is recommended. This depth will require that the base of infiltration swales be located at
depthS-of 8 feet or less below present grades to meet the minimum 3 foot separation between the bottom of
the infiltration facility and seasonal high groundwater... '~
Warranty and Limiting Conditions:
~
The field observations and research reported herein are considered sdfficient in detail and scope to form a
reasonable basis for the purposes cited above. MTl warrants that the findings and conclusions contained
herein have been promulgated in accordance with generC!.lly accepted professional engineering practice in the
fields of foundation engineering, soil mechanics and engineering geology, only for the site and project 1&J!
described in this report.
~
,I
These engineering methods have been developed to provide the client with information regarding apparent or
" potential engineering conditions relating to the subject property within the scope cited above and are
necessarily limited to the conditions observed at the time of the site visit and research. The report is also
limited to the information available at the time it was prepared. In th~ event additional information is
provided to MTI following the report, it will 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 within the
scope of the investigation or which were not apparent during the site investigation. This report was prepared
for the exclusive use of the property owners and their retained design consultants ("Client"). Conclusions
and recommendations presented in this report are based upon the agreed-upon scope of work outlined in the
report and the Contract for Professional Services between Client and Materials Testing and Inspection, Inc.
("Consultant"). Use or misuse of this report, or reliance upon the findings hereof by parties other than the
.
Client, is at their own risk. Neither Client nor Consultant make representation of warranty to such other
"parties as to the accuracy or completeness of this report or the 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 indemnifies or holds harmless third parties for losses incurred by the actual or purported use or
misuse of this report. No other warranties are implied or expressed. ..,
~~
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7446 W. Lemhi St., Boise, 1083709
E-Mail mti~mti-id.com
CopyniGk-r ~ 2000 M<<niAls Trnil'll ~ J.lSPECTioN, INC.
::iFax 208 322-6515 ,T,
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April 30, 2001
Page # 50f9
\ \mtiserver\reports\200 1 report\200- 3 99\b 1 0391 i:\b 1 039\ ieotech. doc
o Construction Materials Testing
o Special Inspections
We al'yreciate this opportunity to be of service to you and we look _ forward to working with you in the future.
IfyoUlhav~y questlOns please call us at (208) 376-4748. '"
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Page # 60f9
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GEOTECHNICAL GENERAL NOTES
SOIL PROPERTY SYMBOLS
. .
Standard "N" penetration: Blows per foot of a 140 poUnd hammer falling 30" on a 2" a.D. SS.
Unconfined compressive strength, tons/ft2
Penetrometer value, unconfined compressive strength, Tonlft2
Cone Penetrometer value, unconfined compressive strength, pounds/in2
Vane value, ultimate shearing strength, Ibs/ft2
Water content, %
Liquid limit, %
Plasticity index, %
Natural dry density, Ibs/ft3
Apparent groundwater level at time noted after completion.
DRILLING AND SAMPLING SYMBOLS
Split-Spoon - 1 "LD., 2" a.D., except where noted.
Shelby Tube - 3" a.D., except where noted.
Auger Sample.
Diamond Bit.
Carbide Bit.
Grab Sample':
Sail Matrix (less gravel)
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RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION
Standard Penetration
Resistance
<4
4-1~
10-30
30-50
>50
Cohesive Soils
III
Non-Cohesive Soils
Very Loose
Loose I.
Medium Dense
Dense
Very Dense
Very Soft
Soft
Firm (Medium Stiff)
Stiff
Very Stiff
Hard
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Boulders
Cobbles
Gravel
8. + :.;
'"" In.
...8 in. - 3 in.
3 in. - 5 mm
Coarse Sand
Medium Sand
Fine Sand
5mm- 0.6 mm
O.6"mm - 0.2 mm
0.2 mm - 0.074 mm
Silts
Clays
~
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Standard Penetration
Resistance
<2 :~:
.~ 2-4
4-8
8-15
15-30
>30
0.074 rom - 0.005 mm
0.005 rom & Smaller
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208376-4748 Fax 208 322-6515
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\\mtiserver\reports\200 1 report\200-399\b 1 0391g\b 1 0391geotech.doc
o Environmental Services
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o Special Inspections
o Geotechnical Engineering
I
UNIFIED SOIL CLASSIFICATION SYSTEM
,"
A
.ii-- Major Symbol Soil Descriptions N'
Divisions ;,:
Well-graded gravels, gravel-sand mixtuPes, little or no fines
Gravel GW
And Poorly graded gravels, gravel-sand mixtures, little or no fines
Gravelly GP
Soils ..
~~
<50% GM Silty gravels, Poorly graded gravel-sand-silt mixtures
coarse fraction ~
passes #4 sieve
Course Clayey gravels, poorly graded gravel-sand-clay mixtures
Grained GC
Soils Well-graded sands, gravelly sands, little or no fines
<50% Sand- SW
<< And Poorly graded sands, gravelly sands, little or no fines
passes
#200 sieve Sandy SP oj' ~
Soils
>50% SM Silty sands, poorly-graded sand-gravel-silt mixtures
coarse fraction
passes #4 sieve
Clayey sands, poorly-graded sand-gravel-clay mixtures ~
SC
Inorganic silts & very fine sands, silty or clayey fine sands, clayey
Silts ML 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 -;j OL t:t,
Soils Inorganic silts, micaceous or diatomaceous fine sand or silt
>50% Silts MH
passes And Inorganic clays of high plasticity, fat clays
#200 sieve Clays CH
LL> 50 , Organic silts and clays of medium-to-high plasticity
OH
Highly Organic Soils PT Peat, humus, swamp g>ils with high organic content
,
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7446 W. Lemhi St.. Boise, ID 83709
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208376-4748 Fax 208 322-6515
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Page # 80f9
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.
o Environmental Services
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GEOTECHNICAL
INVESTIGAT~ON
TEST PIT LOG
to:
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Test pit Log #: One Date Advanced: 4/24/2001 Logged By: Michael G. Woodworth, E.I.T.
II
III Excavated By: Struckman's Backhoe Services Location: See Later Site Map Plates
Depth to Water Table: Not Encountered Depth to Bottom Of Hole:' 12.8 Feet
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Depth Field Description Qp
(Feet)
0.0-3.8 \'< Sandy Silt (ML): Brown to dark
brown, moist, stiff to very stiff, 1.8-3.5
with fine sand.
-- Upper 12 inches disturbed
Silty Sand (SM): Light brown, '"
3.8-6.1 dry to slightly moist, very dense,
strongly cemented.
Poorly Graded Gravelly Sand
6.1-12.8 (SP): Brown, slightly moist to
moist, dense, with 6-inch minus
gravel.
--Moderately cemented to 7.6 [eet.
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MATERIALS
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April 30, 200 I
Page # 9of9
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GEOTECHNICAL
INVESTIGATION
TEST PIT LOG
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Test pit Log #: Two Date Advan&d: 4/24/2001
Excavated By: Struckman's Backhoe Services
Depth to Water Table: 13.5 Feet
Logged By: Michael G. Woodworth, E.I.T.
Location: See Later Site Map Plates
Depth to Bottom Of Hole: 14.0 Feet
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Depth Field Description Qp
(Feet)
Sandy Silt (ML): Dark brown,
0.0-3.5 moist, stiff to very stiff, with fine 1.8-3.0
sand.
-- Upper 12 inches disturbed
Silty Sand (SM): Light brown,
3.5-6.5 dry to slightly moist, very dense,
stron~ly cemented. :.:
Poorly Graded Gravelly Sand
6.5-14.0 (SP): Brown, slightly moist to
moist, dense, with 6-inch minus
gravel.
--Moderately cemented to 8.0 feet.
-- Saturated below 13.5 feet.
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