HomeMy WebLinkAboutDeklan Subdivison RZ, PP Appi
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CITY OF
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
IDAHO DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
4 'qe Tit Aq To insure that your comments and recommendations will be considered by
MAYOR E the Meridian Planning and Zoning Commission please submit your
Tammy de Weerd comments and recommendations to Meridian City Hall
CITY COUNCIL MEMBERS
Keith Bird
Joseph W. Borton
Charley M. Rountree
Shaun Wardle
CITY EISA T T
CitiAttorney/HR
703 Main Street
-5506 (CitiAttorney)
-5503
Fax 884-8723
Fire
540 E. Franklin a
888-1234 / fax895-0390
Parks & Recreation
11 W. Bower Street
3579 / fax 5501.
Planning
660 E. Watertower Dane
Site 202
-5533 / fax
Police
1 E. Watertower Lane
667 fax 846-7366
Public Works
660 E. Watertower Lane
Suite
898-5500 / fax 898-9551
Building
660 E. Watertower Lane
Suite 1,
1/fay887-1297
Wastewater
3401 N. Tem Mile Road
191 / fax 884-0744
- Water ■
2235 N.W. 8th Street
-5242 / fax 11.E
Attn: Will Berg, City Clerk, by: February 8, 2007
Transmittal Date: January 17, 2007 File No.: RZ 07w001 & PP 07-002
Hearing Date: February 15, 2007
Request: Public Hearing - Rezone of 1.59 acres from an R-4 to an R-8 zone
and Preliminary Plat approval of S single-family building lots and 2
common lots on 1.59 acres in a proposed R-8 zone for Deklan Subdivision
By: Heritage Development, LLC
Location of Property or Project: east of the NEC of W. 4th Street and
Maple Street
Steve Siddoway (no FP)
David Moe (no FP)
Wendy Newton-Huckabay (No FP)
Michael Rohm (No FP)
Keith Borup (No FP)
Tammy de Weerd, #Mayor
Charlie Rountree, CIC
Joe Borton, CIC
Keith Bird, CIC
David Zaremba, CIC
Water Department
Sewer Department
Sanitary Services(No VAR, VAC, FP)
Building Department / Rich Greene
Fire Department
Police Department
City Attorney
City Engineer �a
City Planner
Parks Department
Economic Development (CUP only)
Your Concise Remarks:
Meridian School District (No FP)
Meridian Post Dffice(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)
(west (FP/PP only)
Intermountain Gas (FP/PP only)
Bureau of Reclamation (FP/PP only)
Idaho Transportation Dept. (No FP)
Ada County Ass. Land Records
Meridian Development Corp.
Historical Preservation Comm.
CiTYHALL 33 EAST IDAHo AVENUE MERIDIAN.'�DAHo 83642 (208) 888-4433
CITY LER ,FAX 888-4218 FINANCE& UTILITY ILLI I MAYOR'S OFFICE pFAX 8840119
Printed on recycled paper
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Hearing Date: February 15, 2007i{
File No: PP -07-002
OU
Project Name: Deklan Subdivision 1
1•
Request: Preliminary Plat approval of 6 single family building lots and 2 common lots, on
1.59 acres in the proposed R-8 zone, by Heritage Development, LLC..,
.
Location:` East side of W. 4th Street near the north east corner of the intersection of W. 4th
Street and Maple Street, Parcel #S1212110500, in Section 12, Township 3
North, Range 1 West.
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WNMSSION & COUNCIL REVIEW APPLICATION
-Typeof Revir R uestnd (chackafl that 1 }
0 Annexation and Toning
13 Comprehtnsi Plan Map Amendment
C] Compr&ensivePlan Tckt Am'ndment
❑ Conditional Use Ptrmit
❑ Conditional Use Permit Modification
❑ Final Plat
❑ Final Plat Modification
❑ Plannicd Unit Development
Id Pr6liminary Plat
It Rezone
❑ Time Extension (Commission or Council)
❑ UDC Text Amendment
❑ Vacation (Council)
11 Variandke
❑ Other
Applicant Information
it
Applicant name: Phone:
-
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Applicant address. -.NEC_ �
_ zip.
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Applicant's interest in property. ❑ Own ❑ Rent ❑ Optioned 13 Other
Ownar name: Phone:tat
Owner address. to W + .2A
W&C 9 1 Tip ■ r
Agent name (a,&, architect, -enj in r, developbr, Aprtsintative): .%AtA
,. ■..�.,..r.._�
Firm name: Phone:01461-SS00
Addrlbss: Zip •tuet!&
Primary contact is: Q Applicant ❑ Owner %Agwt ❑ Oder
Contact name:
Subject Property Information
Loeationlstreeo address:
Phone:
Fax:
AssZssor's parcel number(s): SLA 11 1 Ib�AO
Township, rams, section:�� �� l �► Total acreaget le!M
Current land use: YA Current zoning district: S=
669 E. Watartower Lam, Suite 202 ■ Meridit, Icshp 83642
Plww (208} 884-5533 • Facsimile: (208) 888-6854 • Website: __
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Project DWnption
Project/subdivision name: cSLA.ObbtVtWON
General description of propogdd 16ct/r6quest:
proi gw!�
upr� tpgy■ ytmbo�& Ums
Proposed zoning district(s):
Acm of each zone proposed: k a et -4 -
Type of use proposed (ch tick all that apply):
Of RtsIdEntial. 1■3 Commercial 0 Offic8 13 Industrial 13 Oth6r
Amenities provided with this developnmn (if appIicabIc)kDMM&_"
Who will own & maintain the pressurized i i ation system *in this development?
1M9
Which 11migation district do6s this propoty Ire within? 1!�
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Primary 1mgation sourci: Secondary:
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Squere footage of landsc areas to be ated (if vinmy orqie�� poins of con6ftflign is City
1M9 Witter)
A4.0
Realdihtiid ProlOt Sumnisky (if klidhble)
Number of r6sid&tiW units: (P Numbir of building lots:
Number of common and/or other lots:
Proposed number of dwelling units (for multi -family developments only):
I Bedroom: H I k- 2 or more Bedrooms: K
Minimum squaie fhotage of structure(s) ('excl.,garao'): I J60b Proposed building height: Ito
Minimum pro size (s.f)-V Average property size (s.Q:
Gross density (Du/&.re-totd tend): Net dahsity (Duf#-cre-exci,4in& n"& Ineys): 61an
P'ercEmta& of opCm space provided: ---- - Acr> of opin spa&. , 1 2n k,
PErcentage of ussable open spacez �L'61 It, (See Chapter 3, Article -G, for qualified open space)
Type- of open space provided in acres (Lc, landscapmig, public, common, etc): Cmmpm
Type: of dwiellir4g(s) propos6d: $ Singf&famlly 0 Townhow eis 0 DuplWes 0 Multi -family
Nen=vntial Project Summgry (if 122Hcolble)
mmmmmm
Number of building lots:—
Gross floor area propos od:
Existing (if aplical d):
Hours of op&ation (days and hours): Building Ife-ight:
Percentage of site/project devoted to the following:
Total number oft ploy . Maximum numW of -em ploy&s at any one time:
Number and ages of students/children (if applicable):
Total number of parking spaces provided:
Um I I I IIIV-777=11
RIM
Number of compact spa cm provided:
NN 4JANItAe f�o
Print applicant name: h IL P -P, W- ____W
Applicant signature: Date:
__ WE. WxU4,Cwcr Law, Suits 202 Maridian, Idaho 83642
P1wrie: (208) 884-5533 * Facsimitle.' (208) 888-6854 * W&site: www.amidiancity.org
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J-Ir - I& At)plicttion for Conditional T Plirmit end Prclimin�ry Plat for De]�lan i� . —#f
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LAS IN S -'- Subdiv ion - I tthr of IntCmt ■ ' ' . iq r T
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0 _Varl"Dear Honorable Mayoianq Council Members. -
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- _' o beialf of�; my -client, Vbayne St'6Lcy of Heritage Developmeit, LLC; 'please` `��■ —
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y = ac&pt these apblica ons for a ?@zoning request from �4 to R-8 a pre liL.
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' - 6 acres, and a'yvariance- a ' lication:"� • The-Above L
' r plat for sixatia�. ho es on 1, pp
_ 4 - ,- applications' have bein submitted in accordanc • with the re irem is of N ON the if • 41F J'
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City of Meridian _Ion � `- ordinance, tht: , City hof Meridian s • ub iivision -
............... ",off Regulation; and the ■ City of Meridian's! Comprehensive Plan. A variance kdr
_ I ; using pressurized n-rigation � l be sought. (here is not a relialle .:source of
■�:-:;water%r pr�cssurized ' 'anon; therefore, 'pity mater *ill be usldfor domestic
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LANDSCAPE +: �? . and irrigation purposes. F ■
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� � • The project site(tax arc 1 ; I ■ p Jparcel S 1212 l 10500 -is locat6d dpproximately'850 fe ,t —■
...� ' , sou tkl of Cherry Road on 4 Street i� Township 3N, Range 1W, Section 12. Thi Fla -
' �' = approximatcl - 1.6-acr'c project site is within the Ci of Meridian jurisdiction: '
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' - - -and is surrounded' by developed property on threw sidEs.' Thi Cllurch.,of Je u_s -_� -
�, , V LAND, :Christ sof LaterDay Saints owns the lar arse' north of the ro' ect siteIII. - ' ' ' = }A
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J� 4. a 11 .w This is a citizen-initiAded rezoning request;■whereby requesting parol number `�. ,
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ESO U * �� `� •— ��; S 12�121105o t xezoned�#`rom R-4 to R-8■ This 1.6-acrd parol is des�nated ■
5,s Medium Density��esigteni�ial bye the City of Meridian Comprehrensive� Plan. ■ ,
, Fir
6md,..classified as Medium I ensi Residentiak is a ro ria'�e for s' a-' I `L 3 . i.:. tY pp P Y
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.,�} � �_' residences at three to eightwelling units der acre. Thi. applicant is propos-mg ,
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;r;'� six patio homes for, a gross deftsitr'q of 3.7� dwell�g 9anits r acre, The"' 'l'L _ _i �J0
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- - -surrounding properties are .z developed witTi sing*-family and multivfamil � ■
'� `' • + r#�` sidencts This re uest is compatible ati le with -= `• 9 '+
■ L + q p b th the exist development. I� � yi
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�. North. The Church of Jesus Christ of Later Day Su�rit This p party, _ 1
Ilais asxgnated as Public/ Qu si Publ�c and ifzoned R-4. ■ �: Y` � 4
S. Fitness I :�:t� : .. i rw . �� 1 +i _ ,
Eagle, I _ , , L�� F ■ ❖ �t ■ ■ dJ acent to the easI boundary �of the prof ect site is the Western r { - t ,
1 • . — Subdiviiior� This u 4#vision is a e= of single4amily, homes and ■ i _ _ _ ■
1 i 1 teiplexe s They laces ale ad''cent to ,the ri' 4Ct site's eastern
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2 J ' : w , :. boundary. The overall density of the We tern Subdivision is 5. �,. dwe _
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units per acre. The WestdriP Subdivision is designated as .Medium.Densi Residential
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❖ South: The single-family -omes f tl , Western S b�division are located south of the ;
project site. This portion of ith� Western iisubdivi iop is des hated as Hi �:' ■Densi x
Residential and zoned R-4. .: ■ ■
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%VW: The Midtown Square Subdivisi is Facross 4�4 Street. This subdivision features
sing -family residences at 3.5 dwelling units per acre �c It is designated as Medium .-
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+, Density Residential and is zoned R-8. r: � r� M k'%,
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■ -. ThE site shows evidence of existing drainage, however; the water crossing, the site is not-:xelia:Dle -' ■
enough to provide pressurized#irrigaton to the proposed subdivision. This was confirmed on a �
ei > site visit with Bill Henson from tl* Nampa Meridian Irrigation District. There &re also qo `
known pres'� rized irri ation systems in the ro'ect
• � g y. .� 1 project vicinity, Theref�ra, tlfis application iso ;.
"' requesting a variance from Meridian Ci Code &iapters-
8 ty 9 1--28: Pressured Irrigation System
And ■11-3B-6: Irrigation Standards which require n" development to util le pressurized
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irrigation. City water will IV used as an irrigation source for the Deklan Subdivision. -
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' The project site is a small infill parcel located at,;,4th Strut acid Maple Street, a roximatel 850 11
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" feet south of Cherry Line. The applicant is proposing eight (8) total lots on 1.6 acres. Six (6) _
tats will be ofor sin6ile-family residences and ; the remainin?two (2) lots will be 6mmon area. 'f -
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The lots ranges in size from 6;T00 square feet to 9,300 squame feet. The property willvbe served
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I, by onq lo8al road off of 4thStreet and will terminate iii' a cul-de-sac. The two (2) common areas
.. will hframe both sides of the road providing a landscapedtntranca. :'
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X ' open puce bpd Landoeapins
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There a two common lot areas irPclud6d within #le Deklan Sub�t visi:
on. These common lots
■ are. at th ntrance of the property and will be used fpr -landscaping. Approximately .13 acres M �'
or 8.1 % will bC vset aside fof-' common area mlgndscapir . Landscaping will utilize a drip
A 1 . v . 6 � F5 tP
irrigation systeiriize the #daunt of water used for lmWation. ■ P.1
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the proja�t will be served b one lic strp a that takes access ffom 4 � � ' '
*, ■ P 4 Street that�terminates W. �
i : a cul -de -sae. Deklan Court, dithin the Deklan subdivision will have a 42 -foot right-qf-way-pa
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N. W*th 9 feet of pavement.for a !#wo lane' road cu y
., P _ + ,gutters;' and a amour-foo,�sidewalk. "This is
narrower than the typical 50 -foot right-of-way for local roads as required. by NOHD, abut this
:
' dev+elopnent mems the exception require -in nts as prtserl�ted in ACHD Polis Manual fora '
reduced right-of-way: According toy Chapter 720.4.4. 1 theQllowing co fiitioris must be present * -
v ; to warrant a.'reduction of the right -of --way: 1) The sheet must be local; 2) Zoning yiiri the area,
- must be*residential; 3� There is nth possibility that, *the stm t will � eiltended in the future; an' d .i
{`I 4r Traffic volurr�eis are 'not for ecasted t cxccid 200 ADT. Traffic generated by thisx ro'ect is -
estimated toy be 60 tnpa iperoday, . t■
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■ ■ 4thStreet is a local& road that terminates north sof the propertyIt does not connect to Ch4ny _ rir
Lane to the north at. thi: Ns time and there' ar $, o current lans'io extend it. ; ■
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Theme art-, eitisti power, water and sewer lines within Ithe 4th Sdeet'right-of-way. The vmr •
lines cross the entrance of tale property. Polder lines to serve this project will be lame i ■
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undOr&' The developer
ound. will work withf'Idaho Powerjf it becom6s neoeksary to move any of
the
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elisting power lines. Sewer and water lines" will be extended dwown" the IDeklan Court t-
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of -way end onto the' individual p�operti es ■ - +_ ■
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Thi propbt site is within the Nam '` a Meridian Irrigation Di ■ k `
- District. Althoh there are three
- ' dram areas on-site, there is no rdliable sourc o water rennin throw h an of the drainage'
1 Ii f g g y
•, areas to provide pressurized irrigation. The property will be served entirely by City water.
Runoff created by the project will be drained into two seepage beds. Cne s cpage bed will bb
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located in Lot 11 which is common area and the second seepage bed will be within the street I-
1 right-of-wlay. �' Drainage�wfrom off-site will be directed to the northern boundary of the property
where there is an existing pipe thaextends under■the ball field on the church property. This Aj
design will maintain the historic drainage patterns of the site.
■ Phasing �' =�-
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This project completed '.n one phase.
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4 -he curtent C'i of Meridian's Comprehensive Plan has the followingolicies. i and oils in ■
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- -'which Deklan ee
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Tra s ortation. x • =..
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Goal IJ: ! Pacilit ate- the movement%f p ople and product* Ito v and frosn the Meridian
Impact s y
_
' o bbjectiveL A: Enhanced existing transportation systen?s to accommodate -growth.
:! Ilii W. ., �I
r� TY City of Meridian - requires pedest•• paths and sidewalks in all Amv" delo ment to ■ '�
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remote n bsxhoo con'nec ' ' ` '' � JP
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The Peklan 'Subdivision will have oidewoft on both bides of The road a#ffd'will
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.. connect into 4tb Street to promote edr�n activity ' i �'.' l
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;Goal Inure �riety ;fid balanc6 of land a%& to auppor" the pari inn Impact �-
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' ■ Yd��ctivme' : 'Maintain inte of ho - . o C. gnt meas " to prehrve values and biance of
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, *. ■ Y '�''�areas. rl 41 rTd :'. ■ ;i 1: - .w
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i re ■.I 4S o% 10: ~ rZ 11
Ry ■ Development standards sot forth• bey the =City of Meridian regard*ii�,g landscaping,
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signage, allt,' and fincirgg are,.,intishded. t protect_a.ndi} mi gate Ithe impacts of new
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�: ■ development on the a sting developm'e,nt. v
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'' Response: ' ' Thg Deklan Sub�divi ion will follow dev�lo min ..
. p t tankards _
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reg landsca�ring,'.,nd� fncin alotf thastern,INS
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I %orthern, abd lye ikk*n boundariew 4ill help to a ro the primacy of
homes the 6�ting v ■ 1
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Goal V: OifWa d vett of hour typeq for a grtef-rqngj of choicb.
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■ o objective A: 'Encgprage quality housing pr F'I cts for all ecopomic Tevel; in a variety of y
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' :.I ■ areas. .. 1 ��,
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:F The City of h?eridlarr encourages the de-velopm&it of random vacant lots throughout its rt
_ � 1 bounci�'aries. 'I&se lotsr should be developed in al "Similar manner to the surrounding ;t ■
"develo ' iment. I � R: w if,
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R*4pon_Sev: Thwo Ut n SubdiviNionF_ id ad jicinf toresidential development, on,,
■ thr 1dJ , Tho Adq6nAiti b the ud ja�nt ddveloMing
t ran frof i three (3) to
IFI■* (d dw ling units pier aclt. Thd t ority of the mes Ia,re single -family
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id�nc , but the ark thr �3 'tripes . djacenie to esti ' boundaryof -
1 I A P 03
tht projdct aitd, Thd proposed devae�l meat vRU l&ve SAW. Ratio homes -on X1.6
kcrIft for a gro dimity of 3.77 dIwellln# unitsmper _acrd T '' develo mei t will be
. in �h�irter fit she "thomes iIthe!ill. �' '
I IS 1. �x lal 1. .d it ■
i 6 ■y L M
■
The ap.plicarlt is asking the City Council to review rrezo"hffig and preliminarylatapplication � �
p
for the Deklan Su ` ivision- Vt is Ibcated on 4thSlrnt, approximately 850:'feet sb�lth of Cherry `
Lane: Thtj.apphcant�.js requesting a rezoni ig from R ,4'� to R-8. . This i a single--fargil�y
residential project and is a good fit with the area. Existingdevelop yen is a mix of single- and F:
..
1' rrJulti-family (tripleites? development that Zang&s in density from 3.5 to. 6. (Y dwelling units. per
■ acr.� As lin infill project, th Deklan gub'd"'ivision Jj@Lture six' (5J',paJio homes anc t an
0: ovb densiV of 3.77 dwclliig units per ache■ All homes will be singl&sto d range in size
■ from 1, ' 0 to 1, 700 square feet in sip. This ,request is in compliance v�ritli' the City of Meridian
LJ
Compr*h6nsive■ Plan and it will further the0Y
City's goalsbyby developing vacant lots within City -
111111t�.� 1 � r<
1 �� 1 1 f: w i r
Jhe applicant met with the nl.1ghborsVp Qecember 5, 9.006 at th6 Meriaian Middle School. 1 -
The neigh hors present were curious to see the proposal and sevwal werFhappywthat it was
a
fesidentiAIIarproje& �'f herA were no mqLjor issues or concerns brought up at the mdeting. ,iell 0 '
We look forward to worki.n .with3 you Wand our - taff and,are uest approval g.. y y � q pp of our applications.
I ' -you have any questiofi please feels ?res to - contact Int atT r 246-8300 or
1 •tom• *. — it
megan.johilsori@wrgdesWi.com. n.com. �, ■ N
Sincerely, ■ '' . �~ - _
Ik ■
yy 1 r� 1 i .■ &LI
� i
gra
■ ■' r# -NIP ■■■ -1 - -
� _ _ h01 W _
PIP
L Megan -Johnson ■`*' 1 '�
�,F` ac's: Fy Sin 1J
� _ . _ � :41
. . i i ■
:� or Plarfnerti Fy 1 ..1 -
;. WRG Design Inc. _� - ;. ■ 'AH ,:•:'r P"
�z 'I.-
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Fes 'rV 1 V - ■
CC: W@LynewStacy 1 �LA
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3�
TITLEONE CORPORATION
Autherized agent far:
COMMONWEALTH LAND TITLE INSURANCE COMPANY,
Commitment -Number: A0662333
SCHEDULE A
1. Effective Date: December 4, 200+6 at 07'.30AM
2. Policy (or Poi*cies) to be issued:
(a)TITLE REPORT Amount of Insurance:
Proposed Insured: Premium:
(b) #I �i Amount of Insurance:
Proposed Insured: Premium:
Endorsements: Charges:
3. The estate or interest In the land described or referred to In this Commitment and covered herein is:
Fee Simple
rr
4. Title to the estate or interest in said land `tet the effective date Is vested in:
WAYNE H. Vhf ILLIANISOIN and MARY B. WILLIAMSON, husband and rife, as to a Life Estate and WAYNE
ENTERPRISES, LLC, an Idaho Limited Liability Company, as to th& remainder
5. The land referred to In this Commitment Is described as follows:
SEE SCHEDULE C ATTACHED HERETO
111111111 ■-:.-&
BY:
H E I D I EMERY, Title Officer
ALTA Commitrr t Valid Only If Scheie B ■nd
SchoWle A (1 &6/82) Co*wi are AtInhad
(A062333.PFDIA 62333J)
AFRI `.�`
V.
TITLEONE CORPORATION
Authorized sent for:
COMMONWEALTH LAND TITLE INSURANCE CC ANY
Commitment Number: A0662333
SCHEDULE B - SECTION l
)1P REQU IREWENTS AND NOTES
The following are the requirements to be complied with:
W
91
h%
r
ALTA Commltmgnt
Schidu[6 B - Won 1(1 82f
(A0862333.PFD AD662333i9)
Til
V '0: I i. r(t 1 it
TITLEONE CORPORATION
Auttfted ygfnt for.
COMAONWEALTH LAND TITLE INSURANCE COMPANY
Cornmitmed Number: AG062333
SCHEDULE B - SECTION 11
EXCEPTIONS
r
Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same
are disposed of to the satisfaction of the company: 0
1. Rights or claims of parties in possession not shorn by the public records.
2. Encroachments overlaps, bounds disputes, and an other matters *hich would be disclosed b an
p � rY p � Y Y
accurate survey or inspection of the premises including, but not limited to, insufficient or impaired access
or matters contradictory to any survey plat shown by the public records.
3. Easements, or claims of easements, not shown by the public records.
4. Any lien, or right to a lien, for services, labor, or materials heretofore or hereafter furnished, imposed by
law and not shown by the putAic records.
5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance
thereof; (c) water rights, maims to title to neater, whether or not the matters excepted under (a), (b), or (c)
are shown by the public records. =
.A:
8. Taxes or special assessments which are not shown as existing liens by the records of any taxing authority
that levies taxes or assessments on real propsity or by the pjj1Aic records. Procifodings by a public agency
which may result in taxes or assessments, or notices to such proceedings whether or not shown by the
records of such agency, or by the public records.
7. Taxes, including any assessments collected therewith, for the year 2008 which are due and payable, but
ndt delinquent.
Parcel Number: S1212110500
Code Arw: 03
Original Amount: $1,247.48
44 S. Special assessments, if any, for unincorporated Ada County (208--287--0800).
9. Special assessments, if any, for the City of meridian.
5i
10. Right of way for ditches, tunnels, telephone and distribution lines constructed by authority of the United
States, as granted to the United States under the provisions of Section 58-N4 Idaho Cade.
11. Reservations and exceptions in a United States Patent, and in the act authorizing the issuance thereof.
Recorded: Book 2 of Patents Page 231
12. Liens, levies, and assessments of the Nampa -,Meridian Irrigation District.
13. Ditch, road and public utility easements as the same may exist over said premises.
14. A Right-of-way as disclosed in Warranty Deed recorded February 4, 1874, as Instrument No. 87381 B.
15. An easement for the purpose shown below and rights incidental thereto as set forth in a later Easement.
ALTA Commttmmot Schaduft B - Seaton tt (10&82) (AG6K2333.MQjAQ66233j%)
y �
{E�;.
TITLEONE CORPORATIM
AuftriZed agent kv:
CION% EAL H LAND TITLE INSURANCE COMPANY
Commitment Number: A0662333
SCHEDULE B - SECTION 11
EXCEPTIONS
(Continued)
Granted to: Ronald A. Wright, Sherrie J. Wright and RIE Builders, Inc.
Purpose: Water Easement
Recorded: May 27, 1976
Instrument No.: 7620278
le
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A& -TA Co it #rmf 5c1 ,ie B - � 1I (IW2i r �A s2333.P D1AD66233 9)
. ilr ::� , �:� ��i �° 'ia '� � � :S ii`r ��:o�i'.'t� ■ �� L� ' � ?�'.`! r:i�� } �"i iY ,��'.� Y�� � •Yr �f�''�rr��r.0 F� ��
TIMEONE CORPORATION-' R OIrAIre
for.
• A , ■lic
- • J.
Commitment plumber: A0882333
SCHEDULE C
PROPERTY DESCRIPTION
The land referred to in this Commitment is described as follows:
A parcel of larid situated in the Northeast quarter of the Northeast quarter of Section 12, Township 3 North,
Range 1 West, raise Mericlian, Ada Coune,, Idaho, more particularly described as fobs: i
Commencing at the Northeast comer of said Northeast quarter of the Northeast quarter, thern8e
South 0020'3&East along the East boundary of said Northeast quarter of the Northeasi quarter a distance of
695.96 fov-m�rly South 595.80 feet of rwmd) to the Worthoast corner of Niday s Second Addition, wh1th
prat is on file in Book 11 of Plats at Page 594, Records of Apia County, Idaho; thence
South 89'049'35!1 West (formeriy North 89°50'0011 West of rewd) along ft boundary line comm to sail
NWay's Addition, Wilson AdditilDn, whth plat is on file in Book 12 of Plats at PqUe 708, and Western
Subdivision, wWmb plat is on filo in Book 24 of Plats at Pages 1496 and 1499, in the ofce of the recorder of
Ada County, Idaho, a distance of 826.00 feet to the TRUE POINT OF BEGINNING; thence
South 0°20'30''- Eft (fornnerly %uth of record) along a Westerly boundary of said Western pubdivision., a
d1stance of 194.00 fit to a point an a firth boundapp of said Western Subdivision; thence
Soath 59N9'35" West (formerly 14orth 89°50'00" West of record) aloeg a Northerly boundary of said Western
Subdivision a d rpe of 437.28 feet (foy 1937.00 feet of record) to a point on the center line of an
extended street known as best Fourth Street; thence
k North 001811 " West (formerly North 0°02'00" Vilest of record) along the extend6d center line of said West
Fourth Street, a distance of 80.00 %et; thence
North 89°49'35' East perallgl with a Northerly boundary of said Western Subdivision, a distance of 137.00 feet;
thence
North 0'D18'1TIVest parallel with+a Western boundary of said Western Subdivision a distance of 114.00 feet to
a pc9nt on the extended most Northerly boundary line of said Wakern Subdwil en; Um Ce
North 89049'35" East (formerly South 89050'00" East of record) along the extended mast Northerly boundary
line of said Western Subdivision, a distance of 300.15 %et to thaTRUE POlt OF BEGINNING.
ALTA Commit (AS662333.PFDIA0662333/11)
Sch duit C _-N
91 -WM 1 1Q1Ii`= V.!
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Mow
WARRANTY DVED
BOIL VALUE RECEIVED,
WAYNE H. THILVMON AND MARY B. WILIPMON, AS CO-ItUSTEES OF
FAMILY WR
AjAMM FALy TRUST AGREEMMT DATED THE 29 DAY
SEPTEMBER, 1997 AND THEIR SUBSTITUTES AM SUCCESSORS AS TRUSTEE
REUNDER
fiwC=ntw,8 dbw hwoby grant, bw1pinseg MW cogft unto
VPAYIM = I - swo LL C I I" law T.Tp T, PIP k � LMILI" Co"Aw
who*euntsit agt*A ie 12716 W. SCOMELD ST BO1SEj IDAHO 83713
x;.--!
W Gmtw, tl* folWng dAefib§d -prr=ju=—p, in A# Comty, Id a, TO WIT:
I
A pm*1 of bW &%Wd in the NOM� QuPrtcr Of the Nw*emk Qum Of S00160n 129
TowMWp 314m*4 Rwaff 1 Wext, Bain Meridims, Ma County, Mabo Md
ps
T0HAVE SND T0ff0tD%'* 11! doom GCNW.19
bdmmd-mo was &a%"& Aod 00" Qj@0W
UCEft
p
P---iwm,dMtbeyxre - .. I
i mi[q ow pigi jj,%wqwMyvx i Ij
—Mi cc
now
V P. 0so
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Ng codi
CM
I Won wdutHkys9ww=wM@fw*Aff4M- Jry -
the imm fixomW imbl claim 46MOPOW. Wbw'kr-M1tbP 40
rGvNw,tktAi%
,n %#***hMdb nopluftL
Doted: ]Sbvembw 24, 2006
IP,
TE
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WA YU H. WILLIAMSON, CO-TRUS
IL
lop)dr
Y ByW J AMSON, CO -TRUSTEE
STAXE OF bAND J.
CCNMTY twE 9
MIMM
O1 TM DXY OF wvw IN THE YEAR 'BEFORE ME,
A PU" IN AW ' Hip
NOTAR FtZ FW SAID MTE
LA
V&1Mhd" AMMARY B. WLLLMMM , KNGWN OR P. TO fQ BE TH9
pERSOM(S) V KM4ES ARE SUBWREW-D TO Th MW AS
I TEES OFT Linil FAMY TRUST AEE 1T OWED THE ii% DAY OF
SEPTEWEK '1071 EMWD TO Up THAT THEY EXECUTED THE 8"4E AS
COv
.MSMON
i
109. .141: � V.
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EXHIBIT .
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The mmmmW 66 T 11 rin t*d is V* t% MbrPON of CM-Str9Ctian Od
OPOP"Of Of a WPW 1109 a,* 4111ted fpstlities, topther with their
vNietv -10 repikirs end repluenat &UPm csovmi bkc$. of the Cqumtd* Wi tff
16 free right of accem tOSWhfACMUW 41 AnY WW 401 Ofts
9 "id M'12 -- - ------- lobt of we
TO WORM TO HW0t1W S� sip r y into tho
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its soc"sews md ftsly* lb r
IT IS EXMMSSL'r OMSTM AM E09 by md bkwin thi partiN
A of m 1. tW mk to 06t of &VOW -will tioly 0 W.
we 1 In LWO the to 0 cop tism C"Prabis
with that Amisting Prichr to J1W1rCu%-*J# dummefffit; toot in #aims
rMirt "W "at" Will Ox 0-0iotly. p -A PrPRPWW
f -JW to
a C MOR Wt
W- -3vzv-
T14 URMTO* A.W111 not Plus
or allow to be placed amw P-m-mum-tv m tin Am Aberibid
fOr this Us"Ot W Cy. Weld I' t*,.Wp W "id tacribW
0 for Up puripasM
IT It HNM X AMED ;db& 1*rWW oft
Ormt to 6W GMUR tw rw
V"l ;Xr1p of 1MWAWWW
A strip of I&M 10 fto t i n w -14th I Ty of -amd w4jacent to
OftcribW mapist Pe uktar t4a a
JJ..
IT IS J E PAR that VW OscIbid, In tinrM
per i S for the pu of Or Wool A
the 5 to expire, thii 11bitial■
IT IS 04 res to si*d Str-ft"
qgRSTOQD 4ndpplo• ti tqj 0
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by 7"y NOWALm and$
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WON POUCY. Yedeval Act,
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to mWort tbw City 4d 0"1"01600 by the
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Project: 9165-4,
Dqxe Octob& 39 1973
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14 PH P 27 98098.186
SPECUL WARRANW DEED'
It
GIUMMRS:
WWw IL VAWmmn M" B. WM*mmt hnbwW AM m6h
GRANIZV:
VAyw R UrdftnM May B. WMevmt� as, Co-Trusm Qf At Wd%mm
Fimily Trust Agremum DoW the 29th day of 1997 imd t1gar
M -I�7
GRANTSM'"MMSIS
1894 S. P PLs
.W
y Boim� Idaho 83709
OFV%W A T
BRAN M&MEAPS-M-A CONWYM BY IMS DMQ
A Aft
rmn III
R ltVMG9-Hq MVJW4 to a ljijf&e to and occtw fl**ovi
Im IN
® a I m�pL_&_Sl___ -AM1,11I
or W am JEWi it ofUW
m
InTM I :fj
Gre"faty, so* is wm t* affil go 9d
fto in is TnM A offt TfuK.
F -GOODAM CONSIDEMATION, ft kove"md &a" dmhK&Y
OR
GRMT CONVEY, unto tbv Ammeogmed G_ rimme t
-IM pm y *ova A�!i amd.
pb=inix wvmn
twa to ft
MIA in cm& or 10CArnty mll fivb* Um "am" by
&"or pxrdw.
dmd
GratdtWARRANTS Cl 'Ibmigoqd d& wO 1111cide GROW
to We to *w
ofmwm !if A" by" kmow.
■
4nc*dv,Fil__mi" juggf md .111122 Imi"in -MAMbe
-inf-
19
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STATE OF ]IDAHO
Cduly of Ada
On*,- &y 40ctolw, 1997 before a N6ijry Ptok in f b''gf> State,
fitsm iMEYB.Wmbnw*=- tomdtobWthcpMwwhm*vM*hm* mmm"
a J --
to the wkhin sdkncw�-ff torn mmibW the "am.
To
NOW -1-1 ------
#07w. NQtsry Pubdic I
Rgdft it
coapne a I Lz.
4r -
OF r.
A( -PI -,e2 'APOR-As
wa�* In
STATE OF IDAHO
)
Couity of Ada
swis a NWmy Pubfic in fDrsgd Stateg
M &vat 1-mid,1997summe
WO'I a "M. Fl:llllll
-W Re R 1-1m:v towwbe the pwm W
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wbmlW to ft,vhffi&& tonff d bb dw MIEW
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ft SO JR&W
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ECORR DiPREQUESTO
ADA-COEWTV
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AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO �
COUNTY OF ADI )
,.'X LZ
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(city) (state)
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 gr ant any
permissiom to:
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-
a ess
to submit the accompanying application(s) pertaining to that property.
■ I agree to indemnify, Mend and hold thi City of Mcsidia n and its :einployeas harmless
from any claim or livability usulting from any dispute as to the statements contained
herein or as to the ownership of the propwty which is the subject of the application.
1 hereby grant permission to City of Meridian staff to eater the subject property for the
purpose of site inspections related to processing said application(s).
Dated this _day
SUBSCRIBED AND SWORN to befor&=1
04 OR
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My Commission Expires: ~- / 9 11007a
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453 S. Fitness Place
Eagle, 18 361
PH 208/246-8300
FX 208/24648320
:SIGN -IN SHEET
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Client:
Project Name:
WRG
Mtg. Location:
Time & Date:
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November 2I, 2606
To the neighbors of 1432 4th Street -- Meridian
RE: Neighborhood Meeting on Wednesday December 6th
Dear Neighbors;
My name is Megan Johnson and I am the senior planner for WRG
Design, Inc. The proposed development is located on the east side of
4th street between Cherry Lane and Washington. A map has been
included for your convenience.
We will be holding a neighborhood meeting on Wednesday
December 6th. The meeting will be held at the Meridian Middle
School cafeteria located at 1507 West 8th Street in Meridian. The
meeting will begin at bpm. A map showing the location of the middle
school has been provided for your convenience.
We encourage each of you to attend the neighborhood. If you should
have any additional questions or concerns prior to the neighborhood
meeting or cannot attend the meeting, please feel free to contact me
at 208.246.8300 or at mectan.Lohnson@LvMdesign.com. We look
forward to seeing you on December 6th.
Sincerely,
WRG Design, Inc,
Megan Johnson
Senior Planner
CC: Stacy Construction
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CO1VIMITMENT OF PROPERTY POSTING
Per Unified lopment Code (UDQ 11 -5A --SIS, the applicant for all applications requiring a
public hang, (except for a UDC text anandment, a Comprehensive Plan text anyandment
and/or vacatiorw) shall post the subject property not less tin ttn (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 th* form of a notarized statement and a
photograph of the posting to the City no later tl*n nmn (7) days prior to the public hearing
attesting to where andwhen the sign(s) ware posted. Unless such Certificate is received by the
required date, the hearing will be continued.
The sign(s) shall be removed no latex than thrir (3) days aficr the and of the public hearing for
which the sign(s) had been posted,
M
the posting requinments as stated in
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Date --
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Page I of 3
Megan Johnson
From: David Couch [dscouch@adavweb.net]
Sent: Thursday, December 14, 2@06 11:06 AM
To: Megan Johnson
Subject: RE: Subdivision Name Reservation
December 14, 2006
Megan Johnson
WRG Design Inc.
RE: Subdivision Name Reservation DEKLAN SUBDIVISION
Dear Applicant,
At your request, I will reserve the name "-DEKLAN SUBDIVISION" for your project. I can honor
this reservation only as long as your project is in the approval process. Final approval can only
take place when the final plat is recorded.
I will make the change in the database.
Sincerely,
David J. Couch, PLS
Ada County Surveyor
For procedure on reserving subdivision names go to: subnameAm
Check out the list of subdivision names at: -bZ= I M
From: Megan Johnson [mailta:"an.]ohnson@wrgdesign.com]
Sent: Thursday, December 14,, 2006 9:47 AM
To: David Couch
Subject: RE: Subdivision Name Reservation
Thanks for quick reply. I actually misspelled the name, it should be Deklan with an "c -r not anwe�. Is that a
problem? Thanks,
'-Megan Johnson
Senior Planner
453 South Fitness Place
Eagle, ID 83616
208.246.8300 (phone)
208.246.8320 (fax)
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Groundwater Investigation
Stacey Infill Project
Meridian, Idaho
Project No. 06B -G 143 6
Prepared for
WRG Design
November 27, 2006
i4 -
Prepared for
Bi
WRG Design
453 South Fitness Place
Eagle, Idaho 83616
■ Attention: Ashley B. Ford
M
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A M E R I ( A N
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T E (H NIC S
Groundwater Investigation
Stacey Infill Project
Meridian, Idaho
American Geotechnics
■ Proj ect No. 06B -G 143 6
November 27, 2006
Prepared by
American Geotechnics
r -
Adam Lyman, EIT
Geotechnical Engineer
AexW.Hansen, PE
Geotechnical Engineer
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Atechnics. JF26Whin&%Bl .;Boise JL4. &4208)-.658..8700T.
2300 N Yellowstont IWpm suitC-203 ■ Idaho Falls, ID 83401 • (208) 523-8710
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AexW.Hansen, PE
Geotechnical Engineer
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Atechnics. JF26Whin&%Bl .;Boise JL4. &4208)-.658..8700T.
2300 N Yellowstont IWpm suitC-203 ■ Idaho Falls, ID 83401 • (208) 523-8710
Stacey Inf i I Project
Meridian, Idaho
Project No. 06B -G 143 6
November 27, 2006
Page i
TABLE OF CONTENTS
A M E R I C A N
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TECHNICS
1.0
INTRODUCTION
1
1.1 Purpose and Scope of Work.....................................................................................1
1.2 Project Description................................................................................................... l
.0
1.3 References......................................................::.......................................................2
1.4 Important Information Regarding this Geotechnical Report....................................2
2.0
METHODS OF STUDY
3
2.1 General Reconnaissance..........................................................................................3
2.2 Field Explorations....................................................................................................3
3.0
INTERPRETATION
4
3.1 Geology....................................................................................................................4
3.2 Subsurface Profile....................................................................................................4
3.3 Groundwater............................................................................................................5
4.0
CLOSURE
5
4.1 Limitations...............................................................................................................6
4.2 Review of Plans and Specifications .........................................................................8
APPENDICES
A Vicinity Map
Boring Location Map
Site Photos
B Logs of Exploration
Laboratory Test Reports
C Important Information About Your Geotechnical Engineering Report
Application for Authorization to Use by Other Parties
Geotechnical Engineering Environmental Services Testing Services
Licensing in Idaho, 4regc, Washington, Nevada, Utah, Wyoming, Montana
Am eri canGeotech n ics. com
Stacey Infill Project
Meridian, Idaho
Proj ect No. 06B -G 143 6
November 27, 2006
Page 1
1.0 INTRODUCTION
1.1 Purpose and Scope of work
'A M E R I C A 9
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TECHNICS
This report presents the results of our abbreviated soil and groundwater depth investigation
performed for the proposed Stacey Infill Project in Meridian, Idaho. The proposed building site
is located at 1432 W. 4th Street in Meridian, Idaho. The site is so located in the NE r/4 of the NE
I/4, Section 12, Township 3N, Range 1W, Boise Meridian, Ada County. A vicinity map showing
the site location is included as Figure 1 in Appendix A.
In general, the purposes of this investigation were to evaluate the subsurface conditions and to
provide general soil conditions and groundwater depth relating to the proposed building
structures, pavements, and general site preparation. The investigation included subsurface
exploration, representative soil sampling, field testing, and preparation of this report. This report
was prepared solely for geotechnical purposes, and does not address any environmental issues.
The work performed for this report was authorized by Ashley Ford, Planning Project Manager at
wRG Design, and was conducted in accordance with our original site investigation proposal
dated November 9, 2006.
1.2 Project Description
Based on information provided to American Geotechnics by wRG Design, we understand before
the design can begin, groundwater information is needed for the property. Currently the proposed
construction is in preliminary design stages and land -use, number of buildings, and building sizes
are unknown. A plan configuration of the site is shown on Figure 2 in Appendix A.
At the time of this investigation, the proposed site was undeveloped and vacant. The topography
was generally flat with an overall slope to the North. The surface of the site was covered with
grassy vegetation.
American Geotechnics
Stacey Infill Project
Meridian, Idaho
Proj ect No. 06B -G 143 6
November 27, 2006
Page 2
1.3 References
A M E R I C A $1
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TECH'NICS
The following information was provided to American Geotechnics and serves as the basis of our
understanding of the project and our scope:
• Microsoft Word file entitled "RTI" containing a vicinity map and general site map of the
subject property; received from WRG Design via a -mail on November 11, 2006.
• Collett,, Russell A. Soil survey of Ada County area Idaho. National Cooperative Soil
Survey. Washington. May 1980.
• Idaho Department of Water Resources (IDWR) On -Line Groundwater Level Data -Base.
Web site located at http://www.idwr.*idaho.ggylydrologic/info/obswell. Page accessed on
November 16, 2006.
• Idaho Department of Water Resources (IDNIVR) Summary Report for Township 3 North,
Range 1 West, Section 12. Web site located at
httt)://www.idwr.idaho-us/gppswell/searchwc.asi). Page accessed on November 16, 2006.
1.4 Important Information Regarding this Report
Appendix C contains important information relating to the role of American Geotechnics on this
project and the appropriate use of this report.
This report is intended to provide general soil types and groundwater elevation information to
project designers. This report maybe provided to the contractor as reference information, but is
not intended to be a substitute for properly prepared geotechnical investigation and report,
contract drawings and specifications. American Geotechnics requests the opportunity to review
final drawing and specifications for comparison with our understanding of the site conditions and
project geotechnical requirements.
American Geotechnica
Stacey Infill Project A M E B I C A M'
Meridian, Idaho rA \ ,Project No. 06B -G1436 •
L i1 J
November 27, 2006 T E (H # I C 5
Pale 3
2.0 METHODS OF STUDY
2.1 General Reconnaissance
Data including a site plan provided by WRG Design was reviewed before starting the field
program. The site was visited to mark the field exploration locations, coordinate a utilities
P,
clearance, and assess site access.
Soil survey of Ada County area Idaho (Collet 1980) reports the site soils are Aeric Haplaquepts
and Purdam Silt Loam.
Other information reviewed includes Idaho Department of Water Resources (IDWR) Well logs
for wells near the site and the IDWR Ground Water Level Database.
2.2 Field Explorations
The subsurface soil conditions were explored by drilling one test boring on November 16, 2006,
within the proposed site to depth of 12 feet below the existing site grade. The approximate
location of the test boring is shown on Figure 2 in Appendix A. A log of the subsurface
conditions, as encountered in the test boring, was recorded at the time of the field work by
American Geotechnics, and is presented on the log of exploration contained in Appendix B. The
soils were classified using ASTMD2488 -- Classification of Foils for Engineering Purposes, as a
guide.
The drilling was accomplished with American Geotechnics' trailer mounted drill rig using
hollow stem auger equipment. A 237 PVC pipe was installed in the boring for future
measurements of groundwater levels, if desired.
Amorican Geotechnics
Stacey Infill Project
Meridian, Idaho
FV Proj ect No. 06B -G 143 6
y
November 27, 2006
Page 4
3.0 INTERPRETATION
3.1 Geology
d M E R I C A N
TECNNI[5
Soil survey of Ada County area Idaho (Collet 1980), reports the site soils are Aeric Haplaquepts
and Purdam Silt Loam which can be generally in the upper 6 feet of the subsurface profile. These
are soil formed in loess or silty alluvium that is underlain by mixed alluvium in the drainage way
of the alluvial terraces south of the Boise River. Collet reports these soils are characterized as
being moderately deep to deep and somewhat poorly drained to well drained and may include a
hardpan. The digging and trenching maybe hampered by the hardpan and by seasonally high
groundwater unless drainage is provided.
The use of these soils as a septic tank absorption field is limited by the fluctuating groundwater
table and depth to hardpan. If the septic absorption field discharges water into the groundwater,
contamination of the nearby water supply can be a hazard. The hardpan typically restricts the
downward movement of effluent. Typically the cemented hardpan can be penetrated by power
equipment.
3.2 Subsurface Profile
A generalized subsurface profile was developed for this project to provide a basis for discussion
of soil conditions for the proposed facilities. This profile is based on the field test data and
exploration testing program conducted by American Geotechnics.
Generalized subsurface Profile*
Stratum G6gneralized Description
I Sandy Lean Clay (CL) encountered from the existing ground surface to 4 feet
below ground surface, stiff. A thin moderately cemented layer of fine to course
sand (hardpan) was observed 2.5 feet below ground surface.
II Silty Sand with Gravel (SM) encountered from 4 feet below ground surface to
bottom of hole, medium dense.
*See the logs of exploration (Appendix B) for detailed subsurface information.
American Geotgch n ics
Stacey Infill Project
Meridian, Idaho
Proj ect No. 06B -G 143 6
November 27, 2006
Page 5
3.3 Groundwater
A M E R I C A 11
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T E C H K I C S
Groundwater was observed at the time of our field investigation at a depth of 8.4 feet below the
existing ground surface. The log of exploration contains the water level measurement. The
location of the test boring was selected because it appeared to be the lowest surface elevation on
the lot. This investigation was performed after the irrigation season during which groundwater is
typically at its seasonally high. Historical data published by the Idaho Department of Water
Resources was reviewed to estimate groundwater fluctuation and seasonal high.
Well Driller's reports (IDWR Summary Report) were reviewed. For availab°e well logs within %2
mile of the site, it appears that the groundwater in the Northeast Quarter of Section 12 is typically
deeper than 8 feet below ground surface. It also appears that peak groundwater in the
surrounding '/It sections is typically deeper than 8 feet below ground surface except in areas near
Five Mile Creek and Settlers Canal, which are north and northeast of the site, respectively.
The Groundwater Level Database (IDWR On -Line Database) was reviewed for groundwater
level fluctuation and peak groundwater highs for wells 03N01 W-03DDA1, 04N01 E-29CCCD 1,
and 04N 101 W-3 5AAA 1, which are the three wells nearest the site. Data for these wells recorded
between October 1933 to May 2006 indicated the peak groundwater elevation ranged between
from 8.2 feet to 11.5 feet below the site's approximate ground surface elevation. It should be
noted that these measurements were taken from wells that were a half mile or more distance from
the site.
Soil survey of Ada County area Idaho (Collet 1980), reports that the typical groundwater for the
Aeric Haplaquepts soil at the site can be as shallow as 18 inches during the summer months. The
soil properties associated with this soil type are typically formed in mixed drainage ways. The
site does not appear to be part of a drainage way. An irrigation conveyance was observed at the
site, however, it appeared that this ditch has not been used for some time, and that the nearby
property, which is not agricultural land used for row crops, is not using flood irrigation adjacent
to the site.
American Geotech n ics
Stacey Infill Project
Meridian, Idaho
Project No. 06B -G1436
November 27, 2006
Page 6
�MEAICA*
TECHIkICS
It should be noted that groundwater levels may fluctuate seasonally in response to precipitation,
land use, irrigation and other factors including geographic location. Monitoring of groundwater
fluctuation was beyond the scope of this investigation. Based on our investigation and available
data, it is our opinion that the seasonal high groundwater elevation may be approximately 7 feet
below existing ground surface and the site is best suited for buildings not having a basement and
connected to a municipal septic system.
4.0 CLOSURE
4.1 Limitations
Recommendations contained in this report are based on our field explorations and review of
readily available literature. The study was performed using a mutually agreed upon scope of
work. It is our opinion that this study was a cost-effective method to determine site soils and
general groundwater elevation conditions. More detailed, focused, and/or thorough
investigations can be conducted. Further studies will tend to increase the level of assurance;
however, such efforts will result in increased costs. If the Client wishes to reduce the
uncertainties beyond the level associated with this study, American Geotechnics should be
contacted for additional consultation.
The soils data used in the preparation of this report were obtained from the field explorations
made for this investigation. It is possible that variations in soils exist between the points
explored. The nature and extent of soil variations may not be evident until construction occurs.
If any soil conditions are encountered at this site that differ from those described in this report,
our firm should be immediately notified so that we may make any necessary revisions to our
recommendations. In addition, if the scope of the proposed project, locations of structures, or
building loads change from the description given in this report, our firm should be notified.
The observations made in this report are based on the assumption that an adequate geotechnical
program including testing, observation, and engineering consultation will be made prior to and
during construction to verify compliance with the report findings; prepare adequate geotechnical
American Geotechnics
Stacey Infill Project
Meridian, Idaho
Proj ect No. 05B -G 143 6
November 27, 2005
Page 7
A'IdERICA.4I
TECHNICS
field exploration, laboratory testing, engineering analyses, recommendations, and reporting; and
identify appropriate construction conditions. The observation and testing of subsurface soils
specific to building conditions are critical with regards to the conclusions and recommendations
provided in this report. If and adequate geotechnical investigation and report are not performed
prior to construction, then the Client agrees to assume American Geotechnics' responsibility for
any potential claims that may arise during or after construction.
The report has been prepared for specific application to this project in accordance with the
generally accepted standards of practice at the time the report was written. No warranty, express
or implied, is made.
This report may be used only by the Client and for the purposes stated, within a reasonable time
from its issuance. Land uses site conditions (both on- and off-site), or other factors including
advances in man's understanding of applied science may change over time and could materially
affect our findings. Therefore, this report should not be relied upon after 24 months from its
issue. American Geotechnics should be notified if the project is delayed by more than 24 months
from the date of this report so that a review of site conditions can be made, and recommendations
revised, if appropriate.
It is the CLIENT'S responsibility to see that all parties to the project, including the designer,
contractor, subcontractors, etc., are made aware of this report in its entirety. The use of
information contained in this report for bidding purposes should be done at the Contractor's
option and risk. Any party other than the Client who wishes to use this report shall notify
American Geotechnics of such intended use by executing the "Application for Authorization to
Use" which follows this document as an appendix. Based on the intended use of the report,
American Geotechnics may require that additional work be performed and that an updated report
be issued. Non-compliance with any of these requirements by the Client or anyone else will
release American Geotechnics from any liability resulting from the use of this report by any
unauthorized party.
American Geotechnics
Stacey Infill Project
Meridian, Idaho
Proj ect No. 06B -G 143 6
November 27, 2006
Page 8
AMERICA#
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T E H N, ICS
4.2 Review of Plans and Specifications
American Geotechnics requests the opportunity to review the final plans and specifications for
this project to determine if the final design complies with this report prior to submittal to review
agencies.
V
American Geotechnics
Stacey Infill Project
Meridian, Idaho
Proj ect No. 06B -G 143 6
APPENDIX A
VICINITY MAP
BORING LOCATION MAP
SITE PHOTOS
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VICINITY MAP
Stacey Infill Groundwater
Meridian, Idaho
Project No. November, 2006
06B -G1436
Figure 1
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Stacey Infill Project
Meridian, Idaho
Proj ect No. 06B -G 143 6
APPENDIX B
LOGS OF EXPLORATION
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T E f H KI C S
Stacey Infill Project
Meridian, Idaho
Project No. 06B --G 143 6
SYMBOL
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TECHNICS
General Legend and Notes for Logs of Exploration
DESCRIPTION
Small -volume bag sample
Large -volume bulk sample
Standard split -spoon sample (reference ASTM D 1586)
OSS Oversized split -spoon sample with an outside diameter of 3 inches. Blow
counts are not corrected to N -Values unless noted separately on the logs
ST Thin-walled (Shelby) tube sample with an inside diameter of 2.88 inches
unless otherwise noted on the logs (reference ASTM D 1587)
PT Piston tube sample with an inside tube diameter of 2.88 inches unless
otherwise noted on the logs (reference ASTM D 1587)
RS Ring sample with an inside diameter of 2.42 inches unless otherwise noted
on the logs (reference ASTM D 3550)
CR Core barrel sample (reference ASTM D 2113)
co Water content
LL Liquid Limit
PL Plastic Limit
PI Plasticity Index
Indicates the measured groundwater level
Note:
1. Soil samples recovered were identified, described, and classified in the field using
ASTM D 2488 (Unified Soil Classification System) as a guide.
American Geotechnics
ASTM D2487 Soils Classification Chart
GROUP
SYMBOL GROUP NAMEE
< 30% plxm No. 2010 < 15% plus No. 200 Go- Lon Clay
Aw,
15 - 29% plus No. 200 0/am*d 2.- % WVvj Lamn Clay with Sand
P1 > 73W OoMon CL % afid < % gravel ................................. 8w,- Lren Clay with Gilvel
orajma "A" linW, % s % gatlel < I S"Amv ............................................................. My LfAn Cky
2t 3046 pIdENo 200 ;>- I oel . ............................................... K*ndy LAn Clay with Gravel
K sand < % v
graW < I OW Inivel . ..... . ....... . ..................................... Graikyle" CIp
y
2,- 15 % gavel ............................................................. Cjl@�Vqfy Lem C* with S84
< 3W@ plus No. 200 < IS % plul No. 200 ow- Silty Cily
15 - 29% plus No. 200 U mW AM gtavIN --m- Silty Cloy with SWid
......... . . ...... 4:9 PLO wd pI1W CL -ML 4AlMd 4 K iffavel ... . . ............ Silty CW with GdWeI
on orsbove "A" line % sindA IN gdkvel < 15% 4vel ................. - -
< Sandy Silty CvAy
2t Mo plus No 200 2t I A/* gl?vel ............................................................. tindy Silty C;y with Grevel
% sand < % gpvel < I Gravelly Silly Cly
ON, iiavii .................................. .........................
150/1:.grave1 ............................................................ Gravelly it Cis
.y with *d
< M pluMNo. 200 < 15% plus No. 200 on, Silt
LL < 50Y 15 - 29b plus No. 26P %1,1tW;!&aavW Silt with SCnd
P1 < 4 o"r p"lots . ML I% Sam <% ravg Silt with Gr&,rel
below Aline < sand;� % gAvW a- Mady Silt
00Ap15 30fidy lt lus No 200 % el Sirwith Griikel
% shd < %evel < 1el a-, GzWelly Silt
2! 15% 9T
..................................... . .... ... Gwelly it with Sand
LL - ovefflrkd < 0.7 OL 0- So below
LL - qpt dried
........................... ..
< % 15% plus No. 200 am- Fit C
15 - 29% plus No. 200 % % &mvW o- FAt CILY with SjW
PI pl*< %r#. Ml
l
q�ove fAm lirw % WW;� GAgravel < l!W* g*Vel 9�mdy Mat My
k 308/a plus No 200 .2t 15% gravel ............................. . . .... �#ndy fret C44y with Gravel
%st < 15 %gravel ................... ......... - - -
.qd el Gravelly F" Clay
Inolatic 2t 15% W Gravelly Fat C19M with S
--:Yli ................................ .................
< 3W* pluM No. 200 <1 1/go 0- Elude S
,plus No. 200 ilt
15 - 29% gin No. 2(VD ive Oak 4%eAmVd sm. Elude Silt with Sm ' nd
PI plots below . ............................................ Immad 4.*-WW-'aveI Eletic Silt with Clsvel
tP LL line % giivE < 1 gravel — — -------- Sandy Elastic Silt > 50 2t 3 a% pus No 200 k 15 /it Xndy Elmatic Silt with Givel
< <
%
5d < %R!vM < 15 % g%vel
Ch*elly Elastic it
�t IWO gwf+ Grovelly Elastic it with SarV
0*11lic LL - ov@Odriipd < 0.75 OH IN See bWom
dried
< 30% plus No. 2W < 15% Plus NO. 201 a- Organic ClAV
15 - 29% plus No. 24M Va Knd k % gmvii m- 0rj*nic Clay Ath Sand
% And < % gAv ....... ..................... a- Orilmic Clay with GWvM
P1 2t 4 and plots on 11bRand k %gfiel ............................... < Is */%grael a- Tandy Oj�mc
0vvr
1 k 15/1f' ............. . ..............................................
orbove'Wr line 2t 300/6 plus No 2005kndy Ora,* Ctt
y with Gr4el
% ftnd < % gakvel ......................... - < Is% gravel ............ . .............................................. GrWaRy Oria - nic Clay
;2t 1511' sWel ............................................................. (3m,1111iV Orgpuc (*y with
OL
< 30% plus No. 200 < IS% plus No. 200 am-- Orimnic it
15 - 291/6 pho No. 200 % sand k Wm, vel . ........ a-- Ormanic Silt with Sand
T .!f
% mnd < Wgftivel —0- Or-ni 99t with GAvR
4
PI < 4 gr pldts % find 2:EW&*el < 15% g ........... 9mhdY Ors0k Silt
A
below "A" line .................... 2t 301/o l 1mrl .............................................. .... S.Ldy Org�p Silt Ah rffWel
%< 1
V;nd 5 % lilt 4gyel ..................................................... GnWely Ojec S
4�6wv*
2:15 % grWel Gm
,yelly Ora&Ac it with Sand
< 3016 pIlL No, 200 < 15 % plus No. 200 organk ClV&
�fo:
15 - 210/a plus No. 2W % Sad �t "AN&WA no Orpnic Cla with Sand
a z5W < % 4TIvel ................................. m-, OrWic Cl9y with MA
P1 �t 4.................. .... '!-
.)d plots on slknd;� % gravel <1 a. . ....... . .......... . ....... 99MY OT&Wc Ch.
orAtllbvi "A" line a-- 300/a plus No 200 :>- is% ;*Cl 92hdy Orq#iic CrV with Grtal
.%'sand < % *ravel < 15 grIPrel - Gravelly O;pnic C !Y
2t 15 % grWel Graytily OmYuc %Y Ah Sand
OH
< 30% plus No. 200 ............ am" <1 l
IC
15 - 2AJ plus No. 200 04 1ro gavel m- Orpnic Silt with So
% *W < Melk M - el m-- Oranic it with Gftvid
< PAL below 11/0 ftad 2t-% Ifivel < 15% gr*eI Sandy Org*Mc Silt
1WIine .. . ............................. k 31r/o plus No 200 ;t 15% grz-VW6 ........................................................ 9mhdy Orgalnic Siltwith Gr*el
%#nd<%ga < 15 % grefel ....................... ......... .................. -
. yellis Silt
;t
1S (79vic it Mth Und
ASTM D2487 Soils Classification Chart (cont.)
GROUP
SYMBOL GROUP NAME
< 5.'Ye fins Cu 2t 4 and Ie.Cc&3
......................................
am-- GW ... . ............. < 15 % sand
Well Graded GMvel
s�. .......................................................
Well Graded Gravel with Sand
u< 4 lhd/or I >Cc>3
................ '011 < 15% md
GP el=
No, Poorly Gr&cW G#vfj
15% s2* . ........................
Poorly G!*ded A"vel, with Sgnd
fing = NM or MH
GW -GM < 15 fA sto . .........................................
Wlil GtlgW Gt%vel with Silt
sC=3
15% S24
Widl Gm*d Gmellwith SMi t sol UM
GRAVEL
fmesr,—,CL or CH .......................................................
GW -GC <1 somd
Wdl QX*d GMAN with Cl2*
5-120/a finap
<
k 15 %Band
Will Gf9ded GXv4 with Cla''mMS!Rhd
*/e sand
fines 4 ML or MH ................ ... ...
GP -GM < 15% sadif
Poorly Graded Gravel with Silt
Cu < 4 Emd/or 1>Cc>3
k 15% S�� ........................
Poorly Graded Gzavol with Silt aqd end
fine3Cm'CL or CH
GP -GC < 15% sand
Poorly Graded Gravel with Clay
15% SEW
Powly GRded Gtpvt& with Clay and sme
firiv --*-tvffi cw%MH . . . ...................................
GM < 15% Aw . .. .
........ Silty Glavel
k 15% sihnd ........................................................
Silty VAlvel with SSW
> 125/9 fines ..................
fmwff CL or CH . .....
.G= . < 15 %
lsyey Gravid
2t 15% sad . ....................................
Clhyey G&vM with Und
f CL -ML
...........
GC -GM < 15%muw
Silty, C%yey GAAN
2t 15% Sam
Silty, Chyey G4vX with Sind
< 520find Cu 2t 6 &A I:gCc&3
............................
......... <1 11/6 gLavel
SW ................
Wag Gzaded FAnd
vel ...................
low., Weil Gsad4d Sond with Gm14
Cu < 6 and/or I >Cc>3
..........................
SP ............................. ........ < 15 % WYel ................................................
ti
ft--' Poorly Gra" 4and
%W4vel . . ............................................
Poorly Gsgded $Md With Q&yel
fine* V W qjjmH ....................... ..
SW -SM < 15 % -&-avoi
Well GrIM Und mith Silt
Cu k 6 and 1 sCc!53
2t 15% gftvel
Well Gra&d SWnd with Silt'and Gri*el
9AND
fmoc r CL or< CH
150 . . . . .............................
sw-sc Agklkvm
WA Gim4ed Sknd With Cky
5-120/16 firm
2! 1 5!V@ . Av
?F vel
finmfrw NE or NM
SP -SM < 15% g .................................................
Poorly Grgded $Vd with Silt
Cu < &kMor I >CcA
2: 1 S.;/0 #Mvel . . .......
Poorly G%ded Spd with Silt and GrMl
fines = CL or CH .......................................................
sp-sc <15% gmr2i
Poorly GrIded 4fnd with Cj#y
Mvel ..............................................
Poorly Graded !bnd A C41gy-4nd Qj,%v4j
...........
fine& = NM or MH ..........................
SM <I S14vel
it Und
2t 15 % Mvel ......................
Silty 34M with (3mvel
> 12% firms .................. a---
finqW CL Iff CH
.................. ..... < 15 % gmvd .................................................
Clayey BMd
2t IS % g*v
Ckyey Md with Gnml
fines a CL -NIL
1
sc -sm <jvel 5 % 4 ----
Silty, Clayey
2! IS% g4vel —4—
Jnd
Silty, Ckr d with Grtel
MN
50
140%%
*--4
0.4
Nftwol
X
40
30
u
lk�
20
A4
H
10 16 20 30 40 50 60 70 so A 100 110
LIQUID LMT (LL)
M
A
PROJECT: Stacey Infill Groundwater OBSEVATION WELL NO, B-1
LOCATION: 1432 W. 4th Street, Bofte, 10ho
A M E R I A N
DATE OF DRILLING: November 15,2006
LOGGED BY: A. Lyman
DRILLING !METHOD: HollowStemAuger
WATER LEVEL: 8.4 feet on 11/15/06. ELEVATION: NA T E C H N I
171%
F-4
P-4
117%
z
0
1-�
SAMPLE
F-40
6
DESCRIPTION
REMARKS
>
U
Top of PVC Piezometer. PVC
cap.
0—
7 feet south of fend, 139 feet
Sandy Lean Clay (CL)-
About 70% low plasticity fines; about 30% fine sand; moist-
from WTRG control point #28.
'E'
brown.
2—
Fine to coarse sand; moderate cementation at 2.5 feet to 4.0
fe6t.
4—
Silty Sand with Gravel (SM)-
About 50% fine to coarse sand; about 30% hard, subrounded
gravel to 3 about 20% low plasticity firms; moist to wet;
brown.
6-
8-
10—
Installed 2" PVC Piezometer to
12.0 feet. 2.5' of screen screen on
bottom, I foot stickup above
ground surface with PVC cap.
12
.-N
Bottom of hole at 12.0 feet.
Backfilled with sand and gravel
Groundwater encountered at 8.4 f6et on 11/5/06
cuttings 12' to about 6'. backfilled
with lean clay cuttings from 6' to
1.5', Bentonite chips 1.5' to 0.5'
feet cuttings from 0.5' to ground
surface.
PROJECT
NO.
6G -G1 36
PAGE 1 of 1 OBSERVATION
WELL No. B-1
Stacey Infill Project
Meridian, Idaho
Proj ect No. 06B -G 143 6
APPENDIX C
kil P l (AN
r�f1
T E C H & 1 C S
IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL
ENGINEERING REPORT
APPLICATION FOR AUTHORIZATION TO USE
American Geotechnics
Stacey Infill Project Aj M E Ri I C A,
Meridian, Idaho �
e,
Project No. 06B -G1436 \ 1•J
T E (H M+I C S
Note: This report is prepared solely for the use of our client and our client's consultants in
relation to the project described herein. Other parties shall not utilize this report
without the written permission of American Geotechnics.
APPLICATION FOR AUTHORIZATION TO USE AND COPY
TO: American Geotechnics, Inc.
5250 Chinden Blvd.
Boise, Idaho 84714
FROM:
(your company)
(your name and title)
(office address)
(your telephone)
RE:
(Report Title, Project Name, and Site Location)
American Geotechnics Report No.
To American Geotechnics, Inc:
(your fax)
Report date
Applicant understands and agrees that the use of the referenced report without permission from American
Geotechnics, Inc. releases American Geotechnics, Inc. from any liability that may arise from use of this report.
Applicant recognizes that American Geotechnics, Inc. is the copyright owner of this document. Applicant agrees that
unauthorized use or copying of the referenced report for the subject site is strictly prohibited without the express
written permission of American Geotechnics, Inc.
Applicant agrees to accept the contractual terms and conditions between American Geotechnics, Inc. and the client
listed in the referenced report as originally negotiated for the work.
(your signature)
(your title)
(date)
Statement from American Geotechnics, Inc.
I copy approved for re -use after payment of a fee of $ to American Geotechnics, Inc.
Disapproved. This report needs to be updated by American Geotechnics, Inc.
By:
American Geotechnics, Inc
Date:
American Geotechnics
More construction problems are caused by site
subsurface conditions than any other factor. As
troublesome as subsurface problems can be, their
frequency and extent have been lessened
considerably in recent years, due in large measure to
programs and publications of ASFEIThe
Association of Engineering Firms Practicing in the
Geosciences.
The following suggestions and observations are
offered to help you reduce the -geotechnical-related
delays, cost -overruns and other costly headaches
that can occur during a construction project.
A GEOTECHNICAL ENGINEERING REPORT
IS BASED ON A UNIQUE SET OF PROJECT -
SPECIFIC FACTORS
A -geotechnical engineering report is based on a
subsurface exploration plan designed to incorporate
a unique set of project -specific factors. These
typically include: the general nature of the structure
involved, its size and configuration; the location of
the structure on the site and its orientation; physical
concomitants such as access roads, parking lots, and
underground utilities, and the level of additional risk
which the client assumed by virtue of limitations
imposed upon the exploratory program. To help
avoid costly problems, consult the geotechnical
engineer to determine how any factors which change
subsequent to the date of the report may affect its
recommendations.
Unless your consulting geotechnical engineer
indicates otherwise, your geotechnical engineering
report should not be used.•
• when the nature of the proposed structure is
changed, for example, if an office building will
be erected instead of a parking garage, or if a
refrigerated warehouse will be built instead of
an unrefrigerated one;
• when the size or configuration of the proposed
structure is altered;
• When the location or orientation of the proposed
structure is modified;
• when there is a change of ownership, or
■ For application to an adjacent site.
Geotechnical engineers cannot accept responsibility
for problems which may develop if they are not
consulted after factors considered in their report's
development have changed.
MOST GEOTECHNICAL "FINDINGS" ARE
PROFESSIONAL ESTIMATES
Site exploration identifies actual subsurface
conditions only at those points where samples are
taken, when they are taken. Data derived through
sampling and subsequent laboratory testing are
extrapolated by geotechnical engineers who then
render an opinion about overall subsurface
conditions, their likely reaction to proposed
construction activity, and appropriate foundation
design. Even under optimal circumstances actual
conditions may differ from those inferred to exist,
because no geotechnical engineer, no matter how
qualified, and no subsurface exploration program,
no matter how comprehensive, can reveal what is
hidden by earth, rock and time. The actual interface
between materials may be far more gradual or
abrupt than a report indicates. Actual conditions in
areas not sampled may differ from predictions.
Nothing can be dome to prevent the unanticipated,
but steps can be taken to help minimize their impact.
For this reason, most experienced owners retain
their geotechnical consultants through the
construction stage, to identify variances, conduct
additional tests which may be needed, and to
recommend solutions to problems encountered on
site.
SUBSURFACE CONDITIONS CAN CHANGE
Subsurface conditions may be modified by
constantly -changing natural forces. Because a
geotechnical engineering report is based on
conditions which existed at the time of subsurface
exploration, construction decisions should not be
based on a geotechnical engineering report whose
adequacy may have been affected by time. Speak
with the kgeotechnical consultant to learn if
additional tests are advisable before construction
starts.
Construction operations at or adjacent to the site and
natural events such as floods, earthquakes or
groundwater fluctuations may also affect subsurface
conditions and, thus, the continuing adequacy of a
geotechnical report. The geotechnical engineer
should be kept apprised of any such events, and
should be consulted to determine if additional tests
are necessary.
GEOTECHNICAL SERVICES ARE
PERFORMED FOR SPECIFIC PURPOSES
AND PERSONS
Geotechnical engineers' reports are prepared to
meet the specific needs of specific individuals. A
report prepared for a consulting civil engineer may
not be adequate for a construction contractor, or
even some other consulting civil engineer. Unless
indicated otherwise, this report was prepared
expressly for the client involved and expressly for
purposes indicated by the client. Use by any other
persons for any purpose, or by the client for a
different purpose, may result in problems. No
individual other than the client should apply this
report for its intended purpose without first
conferring with the geotechnical engineers. No
person should apply this report for any purpose
other than that originally contemplated without first
conferring with the geotechnical engineer.
A GEOTECHNICAL ENGINEERING REPORT
IS SUBJECT TO MISINTERPRETATION
Costly problems can occur when other design
professionals develop their plans based on
misinterpretations of a geotechnical engineering
report. To help avoid these problems, the
geotechnical engineer should be retained to work
with other appropriate design professionals to
explain relevant ;geotechnical findings and to review
the adequacy of their plans and specifications
relative to geotechnical issues.
BORING LOGS SHOULD NOT BE
SEPARATED FROM THE ENGINEERING
REPORT
Final boring logs are developed by geotechnical
engineers based upon their interpretation of field
logs (assembled by site personnel) and laboratory
evaluation of field samples. Only final boring logs
customarily are included in geotechnical
engineering reports. These logs should not under
any circumstances be redrawn for inclusion in
architectural or other design drawings, because
drafters may commit error or omissions in the
transfer process. Although photographic
reproduction eliminates this problem, it does
nothing to minimize the possibility of contractors
misinterpreting the logs during bid preparation.
When this occurs, delays, disputes and unanticipated
costs are the all -too --frequent result.
To minimize the likelihood of boring lag
misinterpretation, give contractors ready access to
the complete geotechnical engineering report
prepared or authorized for their use. Those who do
not provide such access may proceed under the
mistahlen impression that simply disclaiming
responsibility for the accuracy of subsurface
information always insulates them from attendant
liability. ProvidinS the best available information to
contractors helps prevent costly construction
problems and the adversarial attitudes which
aggravate them to disproportionate scale.
READ RESPONSIBILITY CLAUSES
CLOSELY
Because geotechnical engineering is based
extensively on judgment and opinion, it is far less
exact than other design disciplines. This situation
has resulted in wholly unwarranted claims being
lodged against geotechnical consultants. To help
prevent this problem, geotechnical engineers have
developed model clauses for use in written
transmittals. These are not exculpatory clauses
designed to foist geotechnical engineers' liabilities
onto someone else. Rather, they are definitive
clauses which identify where geotechnical
engineers' responsibilities begin and end. Their use
helps all parties involved recognize their individual
responsibilities and take appropriate action. Some
of these definitive clauses are likely to appear in
your geotechnical engineering report, and you are
encouraged to read them closely. Your geotechnical
engineer will be pleased to give full and frank
answers to your questions.
OTHER STEPS YOU CAN TAKE TO REDUCE
RISK
Your consulting geotechnical engineer will be
pleased to discuss other techniques which can be
employed to mitigate risk. In addition, ASFE has
developed a variety of materials which may be
beneficial. Contact ASFE for a complimentary copy
of its publications directory.
Published by
ASFE
(The Association of Engineering Firms Practicing in the Geosciences)
8511 Colesville Road/Suite G 106/Silver Spring, Maryland 20910
301/565-2733
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