HomeMy WebLinkAboutPortico Place Sub FP Applicationi
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(::ZWCITY OF
6 TRANSMITTALS TO AGENCIES FOR COMMENTS ON
IDAHO ,DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
lkz�� s o insure that your comments and recommendations will be considered by
MAYOR - the Meridian City Council please submit your
Tammy de Weerd comments and recommendations to Meridian City Hall
CITY COUNCIL MEMBERS
Keith it
Joseph W. Borten
Charles M. Rountree
David Zaremba
CiTYDEPARTMENTS
Citi Attorney/HR
703 Main Street
5506 (CityAttorney)
898-5503 (HR)
Fax 8723
Fire '
540 E. Franklin
888-1234 / 0390
Parks rt
11 W. Bower Street
3579 / fax 5501
Planning
660 E. Watertower Lane
Suite 202
X533 / fax 888-6854
Police
1401 E. Watertower Dane
888-6678 / fax 846-7366
Public Works
660 E. Watertower Lane
Suite 200
/ fax 9551
Building
660 E. Watertower Lane
Suite 1,
11 / fax 297
Wastewater
1 N. Ten Mile
888-2191 / fax 884-0744
Water
2235 N.W. 8th Street
888-5242 / fax884-1159
Attn: Will Berg, City Clerk, by: August 28, 2007
Transmittal Date: August 9, 2007 File No.: FP 07-025
Hearing Date: September 4, 2007 _
Request: Final Plat approval for 26 single-family building lots and 3
common lots on 5.17 acres in an R-8 zone for Portico Place
Subdivision
By: Portico, LLC
Location of Property or Project: north of E. McMillan Road and east of
N. Locust Grove Road
Steve Siddoway (no FP)
David Moe (no FP)
Wendy Newton-Huckabay (No FP)
"chael Rohm {No FP}
Tom O'Brien (No FP)
Tammy de Weerd, Mayor
Charlie Rountree, CIC
Joe Barton, 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
City Planner
Parks Department
Economic Dev. (CUP only)
Your Concise Remarks:
Meridian School District (No FP)
Meridian Post Office(FP/PP only)
Ada County Highway District
Ada County Development Services
Central District Health
Nampa Meridian Irrig. District
Settlers Irrig. District
Idaho Power Co. (FP,PP,CUP)
Qwest (FP/PP only)
Intermountain Cas (FP/PP only)
Bureau of Reclamation (FP/PP only)
Idaho Transportation Dept. (No FP)
Ada County Ass. Land Records
Downtown Projects:
Meridian Development Corp.
Historical Preservation Comm.
South of RR / SW Meridian:
NW Pipeline
New York Irrigation District
Boise -Kung Irrigation District
CITY HALL 33 EAST IDAHo AVENUE MERIDIAN, IDAHo 83642 (208) 888-4433
CITY CLERK888-4218 FINANCE& UTILITY BILKING —FAX 887-4813 MAYOR'S OFFIC11i5lF 884-811
Printed on recycled paper
Hearing Date: September 4, 2007 ,
File No.: FP -07-025
Q
Project Name: Portico Place Subdivision
Request: Final Plat approval for 25 single-family building lots and 3 common lots on 5.17
acres in an R --S zone by Portico, LLC.
Location: � North of E. McMillan Road and East of N. Locust Grove Road in the SW I/4 of
SWI/4 of T. 4N., R. 1 W., Section 29.
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Planning Department
COMMISSION & COUNCIL REVIEW APPLICATION
Type of Review Requested (check all that apply)
11 Annexation and Zoning
11 Comprehensive Plan Map Amendment
0 Comprehensive Plan Text Amendment
0 Conditional Use Permit
b Conditional Use Permit Modification
KF� Final Plat
Final Plat Modification
0 Planned Unit Development
0 Preliminary Plat
1■1 Rezone
EJ Time Extension (Commission or Council)
11 UDC Text Amendment
0 Vacation (Council)
11 Variance
0 Other
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Apnoo
plicat Infrmatin-e
et
Applicant name: A6ALzjr,& e. Phone]CAM-
OW
Applicant address-,.. /J!jR t#yw /
Applicant's interest in propertv. Orown 0 Rent 0 Optioned 0 Other
Owner name: P447n Phone6242) _?�7/
Owneraddress: Zip:
Agent name (e.g., architect, engineer, developer, representative):
- -
Firm name!'_f`'rX.,
e ,-,- -- 07�044v) 40;00-0
me - Phonea4, 5
Address: W2.0
9WE Zipe. Se -2
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Primary contact is: 0 Applicant 0 Owner 'VAgent El Other
Contact name:.
E-mail:
i 7-vxlAq e Fax-,
OF
-,,- 1T1T70171-a 1=1
Location/street address: 7*0 EW ... 00* e. i0l t Z&,ft
10-00
Assessor's parcel number(s):
Township, range, section TO
A P9, IV tal acreage:
Current land use• Current zoning district: ..... .... ....
660 E. Watertower Lane, Suite 202 ® Meridian, Idaho 83642
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Phone: (208) 884-5533 ® Facsimile: (208) 888-6854 ® Website: .wvvw.merid1ascijy.0r9
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P"Sed projedlmvft ICA Was
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Acres Qf ouk zona Propo(ed:
Type of Propesod (shack iM thit
P'R0e_ffdcnda1 0 Cmmercial [3 OMe Lr -j j0&VtW 0 ()tker
Aman
i*# PrOvic6d with O)j& development (It Vol id eb I
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Who will own mabfiujuU* Pro"
'rrW0"FjW_em Ln tbk *VQ0pme;nt?
Which lmgafion dl Abas th is propArty lie with ift?
FF S"ep
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MMAY Hgation some*
SVAM kPiWof Wdse"d Arowto NchTLOW
(itP*Wv, ChrMgandwy point of co on iq C4 Mwev)
11"Iftt W1 Profict SUMMftry c1hippiRco
Number of residntial unite
1111111W� "m Numbor of building loft.-
Nwnbft of can=on md/or other Iota 13
p Fwd M"b6r Of 4vfeiffift unkl(for mufti-fkmily &*VcjqpMejjti only):
I Bedroom: or mom Dogrooml..
----------
Mn iMUM 497UM fWtVC a &UCMTKB) (&cc
Prdpo*,M buildingh to
Aanhnum Prop.w.ty #20 (*.0:
Av
GMIS dCRUky (DUf4avt&d J;p.- Pf0palysi=
Met deAty MuAmtoxcluftj rob* It
PerceAt&c ofOPM APSCC provided:Acumqp of open Vi0e.
)PQrcftf§A*6f u&,ablc opely'li*a:-------
(Sft VtcP a's Article 0, for q*fij%d
Clopon spm)
TYPA OrOPOn *Peel provictsd in kw- (lam -P land m
.p,pmmoo.gr).
Zvptof c1weu*(a) propog&V: E3
Sirtle-Imily Cl. Towaomes Cl DuprXx6j Ij Mujti�f&mjly
(if ftycebit}
Number of building !off
othor lob:
;*OPM36 floor SM proposwL
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HOW* Of OPOritics (dilywand houm
Building hjight.
FWM
Mgt of Jproject devoud to the fpllowinr,
Building:
Pavia: o
Total number ofemployqr,
M=imuM -nuMW ofemployaneat Any one lim:
Nun c 'kMd aSftof;%mdemtSfchjjdr0n(if Ipplicabio):
Seating CAPUCIty:
To" numbir ofqkki2s&,spw" providtd: ------ Numbft Of compactspaces provj&,d:
Print applicant nmr,
DAM
07:4
669 EL W2APMVftr Suite 202 ■ Wd,',, Idaho 83642 F_
per: (208) iii -5533 zo-% (208) 888-68.0 ■ web*w WWW.M&14j*City.or1
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Final Plat Application for Portico Place Subdivision Meridian, Idaho
NARRATIVE
Final plat approval is being requested by Portico, LLC for the Portico Place Subdivision. The
preliminary plat was approved by the City of Meridian by council action on March 27th, 2007.
This subdivision site is 5.17 acres. The site is located in the SW Y't of the SW %, Section 29,
T4N, R1 W, B.M., city of Meridian, Ada County, Idaho.
The final plat provides conformance with the approved preliminary plat and meets all
requirements and conditions thereof. The final plat for Portico Place Subdivision conforms with,
and meets all requirements and provisions of the UDC, acceptable engineering, architectural
and surveying practices and local standards.
Portico Place Subdivision will include plans to build 25 single-family residential and townhouse
building lots and 3 common lots. The building lots consist of 20 attached units, 5 detached
units, and 1 existing detached home.
The proposed gross density for this subdivision is 5.03 dwelling units per acre with a net density
of 6.98 units per acre. There will be no non-residential lots. Amenities will include a 13,520
square foot common area in the center of the development with a gazebo and pathway. There
will also be parking at each end of the common area.
The plan also provides for 0.31 acres (6%) of landscaped usable open space which slightly
exceeds the 5% minimum required by UDC 11 -3G -3A-1.
Treasure Valle)e Engineers, Inc. Phone. - (208) 463-0305
1204 6th Street N Fax.. (208) 463-4391
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aVZ AMD STAUCTMAL WGINERUNG AIM LAND SUJ&WMVG
EXHIBIT A
Resulting Property Line Adjustment Parcel
for Portico, LLC
Job fro. 04097 6/7/2406
Land in the SW114 of the SW114 of Section 29, T4N, R1 E, B.M., City of Meridian, Ada County,
Idaho, described asfollows:
COMMENCING at the Southwest Comer of said SW114 (Southwest comer of Section 29),
marked by a brass cap as per coroeer perpetuation record, Inst. No. 98117251;
thence, along the South Line of said Section 29, South 89012'28" liast, 485.60 feet to the POINT
OF BEGINNING;
thence North 02-° 1241 " East, 664.4&feet;
thence South 89020'43-' East 339.19 feet, to a found 518 inch reb9"with a plastic cap marked
IPLS 443V and being an angle point on the boundary of Sheridan Place Subdivision, as per the
Plat thereof, in Book 92, at Page 10886, Ada County, Idaho Plat Records;
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thence along said Subdivision boundary, South 02015'53' West, 665.28 feet to a found 518 inch
ti
rebar with a plastic cap marked "PLS 4431" on the South Line of said Section 29, said rebar
marking the 10Real Point of Beginning"' on the Plat of said Sheridan Place Subdivision;
thence along said South Section Line, North 89012'28" West, 338.55 feet, to the POINT of
BEGINNING; '
Containing 5.17 acres or 225,224 square feet, more or less, and subject to any easements or
rights-of-way of record or otherwise existing.
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P: °co p2 urvey ls-D 1P Rqulting PLA Amel-WC
Tregsure Valley n ' eer§, Inc.Office: (208) 463-0305
1204 : Stred Noith Fax: (208) 63-4391
Nampa, Idaho 83687 www.T-VEInc.com
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��,�, Aug.l1. 2006 12822PM Transnation Title No.5j19 P - 2
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���*�ADA COUNTY REDORDER J. DAVID WWARRO AMUNT 9.00 M $OISE IWO 08104MI WS PM
Transnation DEPUTY NOM H*f Ili I III
RECORDED -RIQUEST OF 106125625
Tr@101810n Irlib F 0
v
Ficrow No. Q��111f$
(,��Z279�)
QUITCLAIM DEED
FOR VALUE RECEIVED
COPPMUREM jjZv tZit ■ an zaaho LJ MJ ted Lieb;Llity C -vowtzy
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do(es) herby convey -0 release and forevcr quitclaim unto:
PORTICO LLC an Idaho W ml ted Liab:Ljlty a
K.
whose currftt addr is:
the following descn-bW premises, to -wit:
Seo attached kxbihit *&P
Date* JUly 10, 2006
CC1PN=t_r6& Development, LLC
I
Notary Arjmowled.... see page 2
le.
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6.1F1 2006 .22 rnsnat i Title
!U1 I k;W" %qq NWW&M&�%Mo a 0 m N a " L%.o NN'W 'V V I 1 .1 1 k 1-1 j0
N o . 5 17 9 G
Stats of Idaho, County of Ada, sa.
ISl da of in ,
�n this � y �y the year of �, before me, the undersigned, a N�t�ry Public in and for
said State, personalty app ,red Robert Chavez kno" or Identified to me to be the parson{s} whose
name(s) blare Subscribed to the within instrument as the managing membw of CoppvVee Development, LLC
and acknovOedged to me that Wshe/th*ey executed the same as such managing member.
Rmding at: � •. Lo L Styr '•.
My commission expires; � ;, 4 .
FX.
Idaho
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kg,17. 2006 12;22PM Transnation Title
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No 5119
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EXH IT "'A"
Larid In the SWIM of tt SWIM of Sedfon 29, Y4N, R1 E, B:W, City of Meridian, Ada County.
Ldahfl, doW 'M fallow.
�COMbIENCVM at the= Southwest Comer of said SWI A (So comer of S&Aon 2SJ
marlwd b a brass ca as per comer tua*m fiord, Inst. No. 98117251;
Y P � P I��
thence, ata to South L kw a! said Section 20, South 89,0122e East, 52415 fivota to a foun,d
W Inch r barr with a phodc cap marked "PLS 44:31m,, marking the "Real Poi of Beginnke of
Shedden Place Sub*A ion, a&p5r tine Mat thereof, 1h Book t, at Page 108M, Ada County,
Idaho Fist I11cords, ire! 4ie POINT -OF BWINNING, for, this description; -- • .
ttW= North 00,026171* East, 665.02 feat, a point on the boundary of said Sedan Mace
SuWslon; laid
thence along bo Bary, South 82620'4T East, 21,40 fst, to a ibur�d 518 Inch meter with a
plutie cap rimed "PLS 4431" mtkrk an agile post an the boundW bf said Sheridan Plane
thence along ry, South 02018'53" Went, 865,28 feat, to the POINT" OF BEGINNING;
Contalnfg 0.18 sem or 7115 square feet, rnore or Im, and subject to any easements or.
duh& -of -way of reward or o wdsang.
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CQWffy �ECi DEW. _ IWARRO
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DEMO i MWA HANFY
'k RECWEO-REww OF
limp
AMOUR i.
1040729
PIONEER T= COMPANY
OF ADA Cl UMV
8151 W. Rifleden Ave. I Boipp, Ian W3704
(208) 377-27M
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QUITCLAIM DEEB
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For VeluwReceived
Thq Edwin G. 60 Evod V. Buckley Tnut, UI TIA dated the 23rd day of February, 1994
dD hereby coney, relesse, remise and forever quit claim unto : w
Coppgrtfie Developwnt, LLC
whose address jai rl q0 .W S+. 15;5 �Qsj I L)�327o2.
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the following described premisas, to -wit:
Few This cued i being granted to relcs a tip �ea�tlnQn-6xclusiv04*t of MKy created by Warrmty Deed
recaxkd as Instrument No. 66713 4, recorded Jww 23, 1967, recordw of ; ftCounty, Id", Mind further
described in Exluibit "A" RU%W hereto -fid `mmffi'o Dirt he f by thil reference.
together with their appurtegsnceg.
Dated: June 8, 2004
The Edwin G. 'aid EvainO V. Buckley Try*t, UITIA cLed tbp 23?d day of Febomy, 1994
B`
AQ,d-Zy A Edwin G. Buq:klcy, Co-Tnvtee y i=
B
Evom V. Buddey, Co-Truslee
5TH F IDAHO, County of Ada-,
rimOlt th' day of Juft, 2004, befafe me, the ugOMigned, M r ptAry p0blic, pMongliy gpgred Edwin G.
Buckley W Evo*s V. Bu4*, mown or i4gntified to tW to be the persom whw names. are Subscribed to the y '
within in butnent sa Co-Trustees.wd acknovkdge to ns that they executed the same sa such Co-Tnlsteef.
�sarrrrR�a •
EGA .. a W. Egusquizk
• �� ■.� otary Pubs' c of MdLHG •
Realdinrat Names,
�• r = Commigsion expiyi' March R. 2006
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'-!tE EFFECT)VE
ARTICLES OF ORGANIZATION
LIMII&D
LIABILITYNY COMPA IUL 4 3 PH 4 35
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(instructions on back of a icabo : r 'AAr
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0oppertree Development, L.L.O.
1. The renja of the limited liability company is:
2. The address of the initial registered office is.
1770 W. State #153
0.
Boise,, Idaho 83702 and the name of the initial registered
aunt at ftt address is: Robert M. 0hav
.. fiorfuture correspondei ;1770 W. State #153
3. The rna�i�ng address .
Boise, Idaho 83702
4, Management of the limited liability company will be vested in:
Manager(s) or Member(s)e . ("0 thbox)
wi
5, if managernent is to be vested in one or more manager(s)o list the name(s) and address(os) of
at least orae initial manager. if management is to be vested in the members, list the names) and
addresses) of at best one initial member. � �
NAM
Robert M. Chavez
1770 W. State #153 Boise, Idaho 83702
6. Signature of at l on resp nsitte ft fawning the limited l iatility company:
signabire t -
TypW Nam t Mr ChavezS40*wy cdSWE use; a*
Capacity r'e111be r
Sigma Q
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Ted l�larne
Lat;1 M
I9.0UPAY W eTTE
071%/2600;33 i6yes
CIC: 13173 CT:9 7
1 Q 1& = I�1. � LLC 12
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ARTICLES OF DISSOLUTION FILED EFFECTIVE
LIMITED LIABILITY CONIPANY o 5 APR 2 7 PM 4: 26
(instructions on back of application)
STATE
ST/
-.11HO
l The below named limited liability company has been dissolved
pursuant to section 53-642, Idaho Code.
1. The name of the dissolved limited liability company is:
COPPERTREE DEVELOPMENT, L. L.C.
2. Its articles of organization were filed with the Secretary of State on:
3. The reason for the dissolution is:
CLOSING DOWN BUSINESS VENTURE
4. Other information concerning the dissolution (optional):
f
5. Signature of at least 1 manager or member
JULY 23, 2003
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Secretary of State use only
Signature
U
MEMBER ' c
. °
Ted Name ROBERT M. CHAVEZ
Capacity 1-6 N
Signature
19" SEATYF STATE
04/27/016
01(1 12749 , i15:M,j3@
Typed Name
Capacity
T. A Ai. 9517W
1 `'AM�r 38 ft TSS LLC 12
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AFFIDAVIT OF LEGAL INTEREST
STATE of IDAHO
COUNTY OF ADA }
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I, Ran Sargent, Manner., Portico LLC 1883 N. widwa
------------
* d Ave
Boise ID 83713
being first duly sworn upon, oath, depose ail say:
V.
l - That I am the record owner of they property described on the attached, and I grant my
permission to:
41
-77eev:sr*,r,e,
T (na„me) � (address) �0
to submit the accompanying application(s) pertaining to that property.,
2. I agree to indemnify, defend and hold the City of Meridian and its employee! 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.
3. I he*by grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said applications).
:il
Dated this day of ��
� - , 20 7 --
E. y
F ”
(Signa
SUBSCRIBED AND SWORN to before me the day LeAirst above written.
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My Commission Expires: 7 - c)-3 jd ( d
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251 EFFECTjVp
ARTICLES DF ORGANIZATION
LIMITED LIABILITY COMPANY
MOW 15 AN 9: 42
_ (Instructions an back of application) SEc`r4.�:;,� Air
1. The name of the�mited liability company is:
Portico, LLC
2. The street address of the initial registered office is:
1883 N. Wildwoad Ave, Boise ID 83713
and the name of the initial registered agent at the above address is:
Ronald D. Sargent
3. The mailing address for future correspondence is:
7883 N. Wildwood Ave, Boise ID 83713
4. Management of the limited liability company will be vested in:
[Wanager(s)[]�' or Members) ❑ (pft� check the qp�+ete box)
5. If management is to be vested in one or more manager(s), list the name(s) and
address(es) of at least one initial manager. If management is to be vested in the
member(s), list the names) and address{es} of at least one initial member.
Ham
Addrs
Ronald D. Sarqent 1883 N. Wildwood Ave, Boise Id 83713
Edward J. Mason
1883 N. Wildwood Ave, Boise Id 83713
8. Signature of least o e erso esponsible or forming the limited liability company:
Signatur stvry of State Usf
Typed Name: Povv A 44=
Capacity: '06,4 JA
v
Signature
Typed Name:
Capacity:
AN
T WKTARY STATE
L
@37 /2686 05:!fie
O CK:3147 CT:183214 Azo-WRT
bi W* Form
Portico Place Subdivision - Final Plat Application
City of -Meridian, Idaho
Amenities:
Amenities will include a 13,520 square foot common area in the center of the
development with a gazebo and pathway.
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PREUMINARY� FIAI*..
8/tOP006
Y, ADA COWNTY STREET NAIVE EVALUATION
SUBDIVISION NAME: PORTICO PLACE SUB
AGENCY and AGENCYfILE N0: 'Mbridian: PP Of -037
SECTION/ TOWNSHIP/ RANGE: 29 4N 1 E
DEVELOPER: TREASURE VALLEY ENGINEERS INC
The street name comments listed below are made by they members of the;,!ADA COUNTY
STREET NAIVE COMMITTEE (Under the direction of the Ada County Engineer) regarding this
development in accordance with the Ada County Street Name Ordinance. Overall final street
names are subject to change at Final Plat phase levels due to design changes, time
restraints and/or previous recorded plat street alignments.
THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT:
•'*
E. MCMILLAN RD i � E. ROARING CREEK ST N. SCHUBERT AVE .r.
THE FOLLOWING PROPOSED STREET NABS ARE APPROVED:
•N. BEETHOVEN AVE -- ' •N. CHGPIN AVE N. PORTICO] WAY .�
• ' E. VVH ITE HAV& ST
THE FOLLOWING PROPOSED STREET NAMES ARE DENIED:
SHE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE:
NOTE: 1F 'ARE ARE CORRECTIONS ANIS CHANGES RECO ED, PLEASE MAKE THESE CHANGES ON
THE SUBDIVISION PLAT AND RESUBMIT TO THE CO E. A FINAL REVIEW WITH NO CHANGES
REQUIRED AND THE MATCHING PLAT MUST BE PRESEMPED TO THE ADA COUNTY ENGINEER AT TIME OF
f
RECORDING. _ r� '&6
A
ADA COUNTY ENGINEER John Priester -
MERIDIAN
FIRE DEPARTMENT
ADA COUNTY HIGHWAY DIS.
ADA COUNTY SHERIFF
Stmt Approval Sent:
. /0/'�?'9/0(e
Representatives_ .
--� &� ,
Representative
Representative TIA—Zef -, 0-.--Z"�
Representative
DATE 9/1(
DATE
DATE
DATE-&//L)/6�6
DATE
Page 1 of 2
Lance Warnick
From: John Priester Bohnp@adaweb.net]
Sent: Thursday, November 04, 2004 3:53 PINI
To: Tom Park
t.
Cc: lwarn ick a@treasurevalleyengineer.com
.. Subject: RE: New Meridian Development Name
November 4, 2004
Tom Park
S amas LLC
4915 W Camas St.
Boise, ID 83705
RE: Subdivision Name Reser-tion PORTICO PLACE SUBDIVISION
Dear Tom:
At your inquest I will reserve the name "PORTICO PLACE 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,
john Mester
John E. Priester, P.E.L.S.
County Engineer
JPljp
-----Original Message-----
From: Tom Park [mailto:tom@heritaveist).net
Sent: Wednesday, November 03, 2004 10:03 AM
To: John Pri-tstcr
Subject: New Meridian Development Namb
John, �!&
It is my understanding that I am suppose to send you the name we are considering for our 4.5 acre doelopment located at 0
1780 McMillan Rd in Meridian. .
Sub Name: Portico Place r
Please feel free to contact me if you have any questons or concerns.
Tom Park
(208) 867--6335 Cell
(208) 939-3265 Work
e-mail: tom@heritageisp.net
MSN: thomas.park@hp.com
*This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to
whom it is addressed. If you have received this e-mail in error, please discard the message and notify me directly.
CONFIDENTIAL
hik
11111/2004
June 15, 2007
Bruce Freckleton
City of Meridian Public Works Department
660 East Watertower, Suite 200
Meridian, Idaho 83 642
SUBJECT: STATEMENT REGARDING GROUNDWATER ELEVATION
PORTICO PLACE SUBDIVISION
MERIDIAN, ADA COUNTY, IDAHO
Dear Mr. Freckleton:
The purpose of this letter is to document that based upon the available geotechnical information
that there is more than 3 feet of vertical separation from the centerline of the proposed road to
seasonal high groundwater. I have enclosed a copy of the site investigation for your records.
Thank you for your help. Feel free to call me at 463 -03 05 if you have any questions.
Sincerely, } rr h�r� _•=,
Lance Warnick, P.E.
Project Manager
Treasure Valley Engineers, Inc. ,. , ..
Attachment ,
1. Site investigation report by AES (Novegiber 25, 2004)
cc: File 04097
III
PASargentTortico P1ace\Civi1\Corres\Ciiy_46-15-2007.doc
Treasury Valley Engineers, Inc. r Phone: {208} 1163-0305
1204 0 Streit North Fax: (208) 463-4391
Nampa, Idaho 83687 Email: mail@TVEIne.com
y r ■q ASSOCIATED EARTH SCIENCES,Iric.
S�f R��`I`` S�JI I.�S leJ�rl't �..":�rR,�\�y 7►� - ".1+OR�I D■R.��i iy��t !!���• r�t�7 '+ • i♦• � ♦. • �, riti~�� r1 .l ;�v
l{, C!y {■ ■�_y �M1N] SO■`ILS V X LA` —1s .7A011, S( RVEY;S' - SO11, ��+■� �a F LAND It�V.E." i (.'v' 1TIONS
R- ■ .-kl, E �]:���Pf. NG - Gf�101.0V ■ IN f �11T'�'IGA ■TON'S - SITE i E IS�� E'S R lGf• TION
Grien 1i. Logan 6238 Edgewater Drive Boise, Idaho 83719 Phom: (203) 672-9213 FAX: (208) 672-9214
l-Phrley fit. Noe 5740 N. Applehrook Way Boise, Idaho, 937-13 Phone & FAX: (208.1939-8602 Cell: (208) 350-4926
November 25, 2004
Tom Park
Portico Place, LLC
4915 W. Camas
Boise, ID 83709
I4
RE: Soil test holes on Portico Place Subdivision site
On November 12, 2004 three test holes were excavated on the site of the above
referenced property, Two of the test holes were located in the proposed road
right of way to be evaluated for load bearing capability. These holes were
excavated to a depth of approximately 5 feet. The other hole was located in the
proposed area of a storm drain facility and was excavated to a depth of 14 feet.
This soil profile was also utilized in evaluation of the site for roadbed
ctbnstruction. � y
■ 7R
Test hole R1-04 had a silty clay loam texture with an estimated 27 to 3 0 percent
clay in the I I to 23 inch zone of the profile. This layer was sampled for R -
value testing and should represent the south half of the parcel. Test hole R2-04
is located near the north boundary of the property and has a silty clay loam soil
with 35 ta 40 percent clay. This layer was also sampled to represent the north
part of the property.
Samples were delivered to the Materials Testing & Inspection lab for testing.
Those sample results are displayed in the table below. The 200 PSI design
values are included in the table. Copies of the MTI test results are attached.
Test Pit Layer TexturelEst, Test Test 200 PSj
Number Sampled Clay R -value value
ti
i range
R1-04 11 to 23 silty clay loam w/ 8 to 11 10
27 to 30%
R2-04 11 to 21 silty clay loam w/ NA <5
35 to 40%
x
Both test values are quite low and will likely require a full roadbed section be
constructed to provide suitable bearing -P: strength. Test hole THI-04 also has a
silty clay loam layer at 18 inches with an estimated 30 to 3; percent clay which
Portico Place — Page 2
is very similar`to the tested sampled and helps support those values. A 200 PSI
design value of no more than 10 should be utilized for the entire project.
Test hole TH1-04 was placed to evaluate for storm drain suitability. No free
water or evidence of wetness was observed in the pit to a depth of more than 14
feet. Three test holes measured on the property just east of Portico Place were
dry to a depth of 15 feet for a entire 2003 irrigationoseason. Some 20 other test
holes within '/Z mile of the site also remained dry to 15 feet. Based on that data
and characteristics in this profile, I would not expect any free water above a
4
depth of 15 feet on this property. .Z, f&,4v :repo)
Should you need me to forward this data to your project engineer, I can do so.
If you have questions or need anything additional, please call me at 850-4926.
BARLEY R. NOE
Professional Soil Scientist
Attachments
N
e.
%�.r
I
i
J
Associated Earth W-3
Storm Drain Test Hole Description &Evaluation
Sciences, Inc. .
Data of Evaluation: 1111212OD4 Evaluated by. Harley Noe, Professional Sail Scientist
Requested By: Ron Sargent, SAlv"AG, LLC
Address: 4915 W. Camas
Phone: 371-6110
City: Boise
State: ID Zip: 83709
Legal Desc: in east 112 of SW 114 of SW 114 Section 29, Township4 North, Meridian h, Range ]East, Bose Nlendian
Ada County, Idaho
General Desc: 1785 McMillan Road, just east of Locust Grove Road
Depth
Color]
(Inches
Texture
clay % Roots �AAvttles
E strmeabilly
Comments
(In/hr)
Hole plumber & Location:
TH 1-04
4611
Oto 9 1OYR 313
silty clay loam
common very fine,
27 to 30 fine & medium none
0.2 to 0.6 very friable moist
9 to 21 7.5YR 414
siltyclay loam
Y
30 to 32 few very fine &fins none
very hard dry, difficult to wet and
0.02 to 0.0� texture
1 OYR 314 &
thin kine of
few very fine fine
21 to 67 714
hardpan & loam soil
15 to 18 to 48 inches none
2 to 4 „ britUp & difficult to texture
67 to 92 1 OYR 4I6
gravelly sandy loam
8 #010 none
no cobbles, very denfe in place, very
none
� to 3 friable moist
extremely gravelly
92 to 156+ variegated
91and
r2 none none
X20 loose inlace 20% cobbles
s
General Notes:
Slope
5 to 1 percent. Profile very close to R2-04. No free water or evidence of wetness
to bottom of pit. The 9 to 21 inch layer has very strong, thin platy structure hat is difficult to wet and break ak down.
X-1
associated EarthLoad Bearing Sample Test Hole Description '�' &/*
Sciences, Inc. & Evaluation
Date Of Evaluation: 10/12/04 Evaluated by: Harley Noe, Professional Soil Scientist
Requested By: Ron Sargent, SAM -AG,, LLC '
Address: 4915 W. Camas Phone:
371--6110
City: Boise
State. ID Zip: 83709
Leghl Desc: in east 112 of SW 114 of SW 114 Section 29, Townshi 4 North Range 1 Ea '
p g s#, Boise Mendian
Ada county, daho
General Desc: 1780 McMillan Road, just east oF Locust Grove Road
Depth Color
Texture
(inches) (moist)
o Moist & Wet
Clay Iv Structure
moisture
Coarse fra grnent�: wetness
Consistence
Content
�� evidence &other
Test Hole Number & Location:
R 1-04
4609
very friable moist,
0 to 11 1 OYR 313 silty clay loam
30 to 32 sticky & plastic wet Ymak granular
moist
11 to 23 7.5YR 414 illy clay loam
brittle moist, Slightly
27 to 30 ticky & nonplastic ►tet strong thin platy
nearly dry
Difficult to break down and texture
SAMPLED FOR R -VALUE TESTING
23 to 34 1 OYR 414 loam
firm moist, nonsticky &
12 to 15 nonplastic wet massive.
dry
breaks to fine angular blocky, dense in
place
1OYR 414 brift moist, nonstltky
34 to fig+ & 714 brittle thin hardpan [ayers & nonplastic wet massive
dry
moderately cen�nted & highly
fractured, can not be tured
tex
General Notes: 0 to 1 percent slopes. Mottles evident in the 11 to 33 inch layer are probably relic and due to
historical over -irrigation and not due to groundwater.
Depth Color
Texture
Fnches) (molst)
o Moist & Wet
Clay /o Structure
Moklure
Coarse fragments, wetness
�
Consistence
Content
evidence &other
Test Hole Number & Location:
R2-04
4610
friable moist, sticky X
0 to 11 10YR 313 ilty clay loam
28 to 30plastic w4t weak granular
moist
very ftmpoist, very strong prismatic
11 to 21 1OYR 313 silty clay loam
sticky & very plastic parting to
35 to 40 vast bivcky
nearly dry
LAYER SAMPLED FOR R -VALUE
TESTING
very firm moist, very strong prismatic
sticky & very plastic parting to
21 to 32 1OYR 314 silty clay
45 to 56 wet blocky
nearly dry
extremely gravelly
32 to 63+ variegated sand
<2 loose structureless
dry
20% cobblel
General Notes: 0 to 1 percent slopes. Mottles evident in the 11 to 33 inch layer arerobabl relic and due to
p Y
historical over -irrigation and not due to
groundwater.
a
SITE DRAINAGE FOR ACRD
for the
PORTICO PLACE SUBDIVISION
■ 1780 E McMillan
Meridian, Idaho
Lance Warnick, P.E.
Project Manager
Treasure Valley Engineers, Inc.
0;
wo
9:1
Treasure Valley Engineers, Inc.
Z:
12T41 6" Street Nofth
NampaA Idaho 83687
Portico, LLC
Contact: Ron Sargent
1883 N. Wildwood Street
Boise, Idaho 83713
(208) 371-6110
I
by
Geo Engberson
Civil Engineering Intern
Treasure Valley Engineers, Inc.
I
Phom: P8) 463-0,0
Fax: (208) 46.33-4319
www.TV'EInc.cj1J
r
Viff
_ w
Calculation Cover Sheet Calc. Numher: 04097
Project Numhor: Discipline: Number of Shuts:,
(Includes cover shut and
04U97 CIVIL table of contents)
Project: Client:
Portico Place Subdivision Portico, LLC
1708 E McMillan- Ron Sargent
Meridian, Idaho 1883 N. Wildwood Street
Boise, Idaho 83713
y
Feature: ,
rM r
ACRD DRAINAGE,,.;;
r
Item:
SURFACE WATER CONTROLS F
idd
Soffirceg of DateA If
, •
' 6
1. CH2M Hill, Inc. Urban Runoff Control Handbook for Ada and Canyon Counti f_ Idaho Ada./CanyoLk •rid -ent Management
Committee, January, 1977.
2. Si* Topo Provided By Treasure Valley Engineers, Inc. (Octo ' r 2005).
3. Soils Report by Associated Earth Sciences, Inc. (November 2005).
Seu =§'-of Fqrmulm and Referwgee
1. Linsley, Ray, et al, 1992. Water Resources and Environmental Epgjr=rin& Fourth Edition, McGraw-Hill, Publishots, Inc.
2. Idaho Standard Public Wots Construction Committee, 2003. Idaho Standards For Public Works Construction 2003 Edition.
3. Ada County Highway District, Dev pmwt Policy Manual. NoNvErnber 2004.
lip
❑ Pre`liminary CalIgulation ❑ Rol C &ulatien Superseder Calculation Number z
Rev. Calculation
No. Revision By Date Checked By Date Approved B Date
A Issue for Approval CSE 06/01/07 LBW 46/01/06
r
V1 Treasure Valley Engineers, Inc. Phone: (208) 463-0305
1204 6" Street North Fav (208) 463--4391
— �" Nampa, Idaho 83687 Emall: mail@TVEInc.com
TABLE of CONTENTS
cription
n�nr.. ^
tion
Site Layout Showing Drainage Areas
Treasure Valley Engineers, Inc.
Runoff Calculations for Drainage Area 1
2
Civil /Structural Engin owing, Land Surveying
1204 6* Street North Phone (208) 463-0305
3
Nampa; Idaho 83687 Fax (208) 463-4391
4
E -Mail: aril@TVEInc.com
ProjxctRTIC A
U, "I,
DIVIS N Project No. 04097 Sheet
axtum SITE GRADING ANDDRAINAGE .... -_-. DeAlglibd LBW Disc
Item SLTORM W TER CALCULAT NSCheep d D
Appendix A
Soils and Site Information
TABLE of CONTENTS
cription
n�nr.. ^
tion
Site Layout Showing Drainage Areas
1
Runoff Calculations for Drainage Area 1
2
Runoff Calculations for Drainage Area 2
3
Seepage Bed Sizing
4
Window Sizing for Beethoven
5
Window Sizing for McMillan
5
Runoff Coefficients and Storm Intensity
Appendix A
Soils and Site Information
Appendix B
Sand I Oil Trap Specifications
Appendix C
■
4
I
Copy of storm
SS
3
4
5
5
1P
9
A.1 - A.3
B.1 - B.9
C.1
511512007 3:09 PM
n
J) o eo
ZA—
y Ins 973 s�
Acj%)
AttG�► 26
zgy�D si
velp (p.fi'iA47�;
!�
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A 94A Z �
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ro
i
sir�,,,� 3,
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i
<
Treasure Valley Engineers, Inc.
Civil /Structural Engining, Land Surveying
1204 611 Strr■et NorthPhone(208)463-0305
Nampw, Idaho 83687 Fax (208) #634#391
up*:
Project PORTIC. OPLAc--RS
E -Mail: nwil@TVEInc.com
IVISION Projtct No. 04097 Sheet
Fe for SIT GRADING ANDDRAINAGE ... __. _._ De ned LBW Date
--%
Him SUIRM WATER CALCULATIGN$ Cherhd Usite
2. RUNOFF CALCULATIONS FOR DRAINAGE AREA 1
A. FIND TIME OF CONCENTRATION (tc)
Asiume: The time of concentration (tc) for this area is defined as the time needed to reach
the grease trap from the point that is farthest away. 50 feet of this flow is over grass (C=O. 1 O)l
and 5 feet is over sidewalk and curb (C=0.95) and the remaining flow is the gutter (C=0.95).
'may
Solution:
Time of concentration tc = 1.8* 1.1-C')*{D"112}I(S FAA (1970)
C' D
S tc
See Sheet 3
0.10 50
2.0% 10.1
0.95 5
2.0% 0.5
0.95 85
1.49% 2.2
0.95 317
0.4% 6.5
0.95 106
2.1% 2.2
Total
21
Time of concentration (tc) = 21
min
B. FIND PEAK DISCHARGE (Q)
Design Storm 100- r, 21 -min
Using the Rational !Method (Q = CIA) for the 100
-yr, 18 -min storm
which is the estimated
r
time of concentration.
C Runoff Coefficient
0.65
See Appendix A.1
1 Intensity
2 in/hr
See Appendix A.3
A Drainage Area
1.59� acres
See Sheet 3
Q,co Discharge = C*l*A
C.
2.07 cfs
,�` �.�.
«-p WMAW 104
FIND FLOW THROUGH DRAIN PIPE _
Pipe Diameter (D)
12 in
'
Pipe flow area (A) = pi * D"214 =
0.79 fe
Roughness coefficiegt (n) =
0.009
.
1
Hydraulic Radius (R) = D14
0.250 feet
-loge (s) =
0.50%
w
Flow (q) _ [1.491 n * A * R"213 # s"0.5]
Flow (q) = 3.65 cfs
oil
Flow {q} > Peak Discharge (Q)?
YES
'
D. FIND VELOCITY IN GREASE TRAP (v)
Grease Trap Size
1,000 gal
See Appendix CA
wt Trap Width
4.00 ft
d Distance Between Baffles
16 in
'
-- -
a Flow Area = wt*d
5.33 sf
v Velocity = Qla 4.39 f s
TO
Velocity (v) < .5 fps?
YES
t ;
-
Copy of storm
6/15/2007 3;01 PM
1%
s Treasure Valley Engineers, Inc.
or IATU Civil /Structural Enoin2irin& Land Survoyind
1204 6rh Street North Phone (108) 063-0345
t Nampa, Idalt 83687 Fax (208) 4634391
E -Mail: n*il@TVEInc.com
Project PO&UCO PLACEVISION Project No. 054097 She'd
Fettur SITE G__.... G ANU D,,. AG .. Imsiged LBW Dete:
Item STORM WATER CALCULAT109S Cheaked Dime
3. RUNOFF CALCULATIONS FOR DRAINAGE AREA 2
A. FIND TIME OF CONCENTRATION (tc)
Assume: The time of concentration (tc) for this area is defined as the time needed to re&h
the grease trap from the point that is farthest away. 30 feet of this flow is over grass (C=0.9 0),
and 5 feet is over sidewalk and curb (C=0.95) and the remaining flow is the gutter (C=0.95).
Solution:
rime of concentration (tc) = 1.8*(1.1-�
C1
D
S
tc
0.10
30
2.0%
7.8
0.95
5
2.0%
0.5
0.95
127
0.52%
3.8
0.95
123
0.45%
3.9
4.95
108
2.11%
2.2
Total
Hydraulic Radius (R) = D14
0.250 feet
18
�')*(D"112)I{E FAA (1970)
See Sheet 3
Time of concentration (tc) = 18 min
B. FIND PEAK DISCHARGEQ
� i Design Storm '100- r, 18 -min
Using the Rational 00lethod (Q = CIA) for the 100 -yr, 15 -min storm which is the estimated
time of concentration.
Grease Trap Size 1,000 gal
wt Trap Width 4.00 ft
d Distance Between Baffles 16 in
a Flow Area = wt*d 5.33 sf
v Velmity = QIP F'_0.44 fps__
Velocity {v} < .5 fps? YES
Copy of storm
,-
za;
See Appendix A.1
See Appendix A.3
See Sheet 3
C13#2A A = 0.99 ac. Q,00 = 1.41 cfs odrzdot.Ole
CB#213 A = 0.65 ac. Q100 = 0.94 cfs
9.
r4 .
See Appendix C.1
6/15/2007 3:01 Ply
C Rurmff Coefficient
0.65
Rim
1 intensity
2.2 in/hr
A Drainage Area
1.54 acres
Qtoo Discharge = C*1*A
2.35 cfs
C. FIND FLOW THROUGH DRAIN PIPE
Pipe Diameter (D)
12 in
Pipe flow area (A) -= pi * D"214 =
3
0.79 'ftz
Roughness coefficient (n) =
'd 0.009
_
Hydraulic Radius (R) = D14
0.250 feet
Slope (s) =
0.50% �
Fldw (q) = [1.491 n * A * R"213 * s"0.51
oir'
Flow (q) = 3.65 cfs
Flow {q} > Peak Discharge (Q)7
YES
■
D. FIND VELOCITY IN GREASE TRAP ivi
Grease Trap Size 1,000 gal
wt Trap Width 4.00 ft
d Distance Between Baffles 16 in
a Flow Area = wt*d 5.33 sf
v Velmity = QIP F'_0.44 fps__
Velocity {v} < .5 fps? YES
Copy of storm
,-
za;
See Appendix A.1
See Appendix A.3
See Sheet 3
C13#2A A = 0.99 ac. Q,00 = 1.41 cfs odrzdot.Ole
CB#213 A = 0.65 ac. Q100 = 0.94 cfs
9.
r4 .
See Appendix C.1
6/15/2007 3:01 Ply
VAMi Treasure Valley Engineers, Inc.
Civil /StwcWral EnSin wring, Laud S krve#n r i
1 204 d* Strif North Phone {SDS) 463-D3DS
Nampa, Iliaho 83657 Fax (208) 463-4391
E -Avail: iwil@TVElnc.com
Project X0911CQ PLACE S _ _ tV N Project No. 04097 Sheet
Fittlre SIM G G AND D GE Dexed LBW Dkte
Item WAXER C C - - IST Checked Lite
& SEEPAGE BED SIZING
A. FIND PEAK DISCHARGE (Q)
Using the Rational MethcW (Q = CIA) for the 100 -yr, 17 -min storm which is the estimated
time of concentration.
Q10D Area 1 2.07 in/hr See Section 2
Q,bo Area 2 2.35 infhr See Section 3
0100 Total 4.42 in/hr
B. FIND FLOW THROUGH DRAIN PIPE TO BED
T
Pipe Diameter (D) 15 in
Pipe flow area (A) = pi * D"214 -= 1.23 ft
Roughness coefficient (n) = 0.009
Hydraulic Radius (R) = D/4 0.313 feet
Slope (s) = 0.40%
Flow (q) _ [1.491 n * A * R"213 * s"0.5]
Flow (q) = 5.92 cfs
Flow (q) > Peak Discharge (Q)? YES
Ly F
9.
Copy of storm R, 6/15/2007 3:02 PM
' Treasure Valley Engineers, Inc.
Civil /StrudturNl End Mitring, Iiffnd Survey!&,
1204F 60 Street North Phone (208) 463-0305
ix^
Nam fib, 141111ho 83687 Fax (208) 463-4331
E-1Llfiiiil. mail@TVEInc.com
Project CRT P SUBDIMISION Project No. 04497 Sheet
Feature SLTR _CAADINa AkDDR.A1NWWDeed _ _ _ hBW .I}ete
i Item S - WATER!QALAI NS Coecw Date
r
C. FIND EXPECTED RUNOFF VOLUME (Vr) Design Storm 100 -yr, 1 -hr
Using the Rational Method (Q = CIA) for the 140 -yr, 1 -hr storm which is the estimated
1 time of concentration.
C Runoff CQef icient FF;. See Appendix A.1
I Intensity 1 in/hr Sea Appendix A.3 (100 -yr, 1 -hr Storm)
A Drainage Area 3.23 acres See Sheet 3 Notal of 1 and 2)
Q Discharge = C*1*A 2.10 cfs
r
s
t Duration hr See ACHD Section 8W6.1
Vr Runoff Volume = Q*t 7,358 cf
ANow for 15% Sedimentation Vr*1.15 8,892
D. FIND SEEPAGE BED PROPERTIES
H Height 8.9 ft Seepage Bed #1 = 8.9' x 11' x 227'
He Effective Height (H -1') ' 7,G6
W Width ,J.1,* ft
L Length ` ' 221 61
Vb Rock Volume = He*W*L 19,726 cf
61 Vs Storage Volume = Vb*0.4 79891 cf
E. FIND VOLUME FROM INFILTRATION
As Area of Seepage Bed Walls 3750 sf
Ai Storage Area= As*213 2507 sf
r Infiltration Rate 4 in/hr
t Duration 1 hr
Vi Volwne from Infiltration 836 cf
F. CHECK AVAILABLE STORAGE > REQUIRED STORAGE (V)
Va Available Storage Volume (Vs + Vi) 8,726 cf
V Required Volume 81692 d
Available > Require!? YES
G. CHECK CAPACITY USING PERCOLATION OVER 24 HOUR PERIOD
Vr Runoff Volume 7,558 cf
_ W Width �� 11 ft ti
L Length 227 ft
12K AP Percolation Awa = W*L 2,497 sf Bottom Area of Bed
r PerccOation Rate 2 lnffir See Appendix
t Time to Percolate - Vr1(Ap*r112) ���`r� Thr
Percolation Time < 24 hr? OK
t
Copy of storm 6/15/2007 3:42 Pfd!
rr_
rA
L I
Treasure Valley Engineers, Inc.
Civil/ Structural Engineering, Land Surveybe
1204 a StreiR North lk Phone (208) 463-0305
Nampa, Idaho 83687 Fax (248) 463-4391
E -Mail: mail@TVEInc.ccw
Project PORTICO PLACE SUBDIVISION Pro -et No. 04497 sheae'
Fegturt ROAD De fined GSE D#e: 06-01-2007
Item WINDOW SIZING Chml&d Ds1tc:
0�o s�tirt� A- Gym
FIND SIZE FOR SAND INFILTRATION WINDOWS
' A _
Assumed Infiltration Rate: IN/HR
Assumed Rainfall Event: "IN
Assumed Runoff Coefficient:
Trench Width: ,FT
I Given Width of Road (ROW) ;FT
Infiltration duration: HR
UNIT INFILTRATION 1.19 CD /Unit FT of Road
IFILTRATION OVER DURATION 48.00 CF 1 Unit FT Trench
B
SAND WINDOW SIZE FOR: N. Beethoven Avenue
Given Length of Road: �M-- f W. M. LF
Runoff 1 FT of RD (UNIT INFILTRATION) 1.19
CF 1 FT Trench (INFIL OVER DUR) 48.00 F
[NECESSARY SAND WINDOW SIZE 4.6 LF
M
1
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_ P:\Sargent\Portico Place\Civil\CalcsXWindow SiZing,xls 8!112447
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B
SAND WINDOW SIZE FOR: E. WMILLAN RD
Given Length of Road: LF
Runoff 1 FT of RD (UNIT INFILTRATION) 3.80
CF 1 FT Trench (INFIL OVER DUR) 48.00
NECESSARY SAND WINDOW SIZE71 22.5 LF
1
21
AS.
P:ISargent\Portico Place\Civi1\Calcs\Window Sizing.xls
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6/1/2007
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Treasure Talley
Engineers, Inc.
Civil )Structural Engirering, Land Surveying
t. 1204 61r' Streeq North
Phone (208) 063-0305 a6
_ Nampa, Idaho 83687
Fax (208) 463-4391
E -Mail: mail@TVEInc.cora
Pro,Vct
PORTICO PLACE SUBDIVISION
Pro,"ect No. 04097 Sheet
Ftittuit
ROAD
DbAgridd GSE Djite, 06-01-2007
Itan
WINDOW SIZING
Checked Difte:
FIND SIZE FOR SAND INFILTRATION WINDOWS
A
Assumed Infiltration Rate:
*`
_
_ I N/HR
Assumed Rainfall Event:
r
IN
_
Assumed Runoff Coefficient:
Trench Width:
FT
Given Width of Road (ROW)
_ }FT
Infiltration duration:
.HR
UNIT INFILTRATION
3.80 CD I Unit FT of Road
IFILTRATION OVER DURATION
48.00 CF ! Unit FT Trench
B
SAND WINDOW SIZE FOR: E. WMILLAN RD
Given Length of Road: LF
Runoff 1 FT of RD (UNIT INFILTRATION) 3.80
CF 1 FT Trench (INFIL OVER DUR) 48.00
NECESSARY SAND WINDOW SIZE71 22.5 LF
1
21
AS.
P:ISargent\Portico Place\Civi1\Calcs\Window Sizing.xls
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6/1/2007
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3
.50
EXH I BIT 'A'
Recommended "C' Coefficients
for "Rational Method Equation"
-D Peak Rate of Discharge
r �11�N.*1•�.
**
DesCi�l� ` pon� kun*
firs:* �• y • •• Z• ! •• ;Runoffi.cdiffic'Plent • �•
• �' • .•. fid! .j4' y • • r��.� �•' • ....� :. •� Z/ .. �: li'� . ! �••.*1 1:�'h•.' i �.. j .•.
60
f
Suslnass
Downtown areas �•�
Urban neighborhood areas 0.70
Residential u se, 0.105
Single-famii nO.75
Mufti-family
Residential (rural)
UAU
Apartment dwellid`g areas
0.70
Industrial and Commercial
Light areas
0.80
Heavy areas
0.90 .
Parks, cemeteries ,:
0.10 1
Playgrounds
LIU 0.20 .
[Railroad yard areas
0.20
improved arras
0.10 -
Streets
Asphalt �
0.95
Concrete
0.95
Brick
0.85 .
Drives and walks
0.55
Roofs
0.95
Fields: Sandy soil
Flat 2%.�
0.05
Average 2-7%0.10
�.�, �
Steep 7%
0.15
Fie da: Clay soil
Flat 2%
0.13
Average 2-7%
0.18
Steep 7°/0
0.25
Adapted from ASCE ('1972)
i
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Exhibit A
A
MINUTES HOURS
DURATION
b�5
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Ell &
ASSOCIATED EARTH SCIENCES, Inc.
SEPTIC` SOILS E VA LUA'TIONS - STQR1 t M-AkIN SOILS D ATA - SOIL SURVEYS - SOIL MTTLri.T�D 1NVU:30T IGATIONS
R -VALUE SAMPLING -- GF,t)I_0(v'Y INVE.S IGA HONS - 8IT11"t,' VI.STTIGATIO
Glen H. Lagan 6238 Edgewatw Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: .208 672-92
Harley R. Noe 5740 N. Applebrook Way Boise, Tdaho, 83713 Phone & FAX: ?0K 939-8612 � 1 �
• ( � Cell: (2�l$] 850-4926
November 25, 2004
Tom Park
Portico Place, LLC
4915 W. Camas
Boise,, ID 83709
R&D Soil test holes on Portico Place Subdivision site
On November 12, 2004 three test holes were excavated on the site of the above
referenced property. Two of the test holes were located in the proposed road
right of way to be evaluated for load bearing capability. These holes were
excavated to a depth of approximately 5 feet. The other hole was located in the
proposed area of a storm drain facility and was excavated to a depth of 14 feet.
This soil profile was also utilized in evaluation of the site for roadbed
construction. :9
Test hole R 1-04 had a silty clay loam texture with an estimated 27 to 30 percent
clay in the I I to 23 inch zone of the profile. This layer was sampled for R -
value testing and should represent the south half of the parcel. Test hole R2-04
is located near the north boundary of the property and has a silty clay loam soil
with 35 V40 percent clay. This layer was also sampled to represent the north
part of the property.
Samples were delivered to the Materials Testing & Inspection lab for testing.
Those sample results are displayed in the tabte below. tiThe 200 PSI design
values are included in the table. Copies of the MTI test results are attached.
+-
Test Pit
Layer
Textureffist.
Test
Test 200 PSI
Number
Sampled ped
Clay I
kwalue
value
range
-
_
RI -04
11 to 23
s i lty clay loam wl
8 to 11
5F
10
'
27 to 30%
R2-04
11 to 21
silty clay loam wl
NA
<5
35 to 40%
~
Y
Both test values are quite low and will likely require a full roadbed section be
constructed torovide suitable bearing'i
P strength. Test hole TH 1 -04 also has a
insilty clay loam layer at 18 inches with an estimated 30 to 32 percent clay which
C ?.
L_
Portico Place —Page 2 '� Z
i
RWM is very similar to the tested samples, and helps support those values. A 200 PSI
design value of no more than 10 should be utilized for the entire project.
Test hole TH 1 -04 was placed to evaluate for storm drain suitability. No free
water or evidence of wetness was observed in the pit to a depth of more than 14
feet. Three test holes measured on the property just east of Portico Place were
dry to a depth of 15 feet for a entire 2003 irrigation season. Some 20 other test
holes within V2mile of the site also remained dry to 15 feet. Based on that data
and characteristics in this profile, I would not expect any free water above a
depth of 15 feet on this property.
Should you need me to forward this data to your project engineer, I can do so.
If you have questions or need anything additional, please call me at 850-4926.
10
HARLEY R. NOE
Professional Soil Scientist
L
Attachments
r�
wry
Associated Earth 0.3
Storm Drain Test Hole Description &Evaluation
Sciences, Inc.
Date of Evaluation: 11/12/2004 Evaluated : b Harley Noe
y y Professional f
essional Soli Scientist
Requested By: Ron Sargent, SAMAG, LLC
Address: 4915 W. Camas
Phone: 371-6110
City: Boise State: Ip .,_�.....�._ .
Zip: 83709
Legal Desc: in east 1/-2 of SW 1/4 of SW 1/4 Section 29, Township4
North, Range ]East, Bose Mendian
Ada County, Idaho
General Desc: 17W McMillan Road, just east of Locust Grove Road
Hole Numbar & Location:
TH 1-04
4611
common very fine,
to '[ 6YR 313
silty clay loam
27 to 36 fine & medium
none
6.2 to 0.6
veryfriable moist
3 to 21 7.5YR 414
siltyclay loam
Y
30 to 32 few fine d� fine
none
6.02 to 6.06
very hard dry, d0cult to vret and
texture
1 OYR 314 &
thin -,lenses of
flew v41ry fine & fine
21 to 67 714
hardpan & loam soil
15 to 18 to 48 inches
none
2 to 4
brittle & difficult to textum
67 to 92 16YR 41S
gravelly sandy loam
8 to 10 nano
non6
2 to 3
no cobbles, very d&we in place, very
friable moist '
extremely gravelly
92 to 156+ variffiated
Band
c2 none
none
>20
lovs@ in20° lade
p 20% cobbles
General Motes:
Slone
n tn 1 n=rt-gmn+ Drr% iid
r_
- - - -- r---�-�I + %jg ITRU r G, y C -103v 10 R2-04. No Tree water or evidence of wetness
to bottom of pit. The 9 to 21 inch layer has very strong, thin platy structure that is difficult to wet and break down.
i
Associated Earth Load Bearing Sample Test Hole Description '0' y
Sciences, Inc. & Evaluation
Date Of Evaluation: 10/12/04 Evaluated by: Harley Noe, Processional soli Scientist
Requested By: Ron Sargent, SAMAG, LLC
Address: 4915 W. Camas Phone: 371-6110
City: Boise State: ID Zip: 83709
LegAl„pesc: in east 1/2 of SW 1/4 of SW 1/4 Section 29, Township 4 North, Range 1 East, Boise Meridian
+ Ada County, Idaho
General Desc: 1780 McMillan Road, just east of Locust Grove Road
)Depth Color Texture Clay % 'Moist & Wet Structure �tstum Coarse fragments, wetness
(Inches) (motet) Consistence I I Content
evidence & other
Test Hole Number & Location: R 1 -04
R2-04
4609
46
10Z
very friable moult,•
0 to 11 10YR 313
silty clay loam 30 to 32
sticky & plastic wet weak granular
moist
0 to 11 10YR 313
silty clay loam
28 to 30 plastic vv%t
++''
4Li
moist
�
britt% molat, slightly
DiffAcult to b ak down and texture
11 to 23 7.5YR 414
silty clay loam 27 to 30
sticky & nonplaetic wet strong thin platy
nearly dry
SAMPLED FOR R -VALUE TESTING
23 to 34 10YR 4d4
loam 12 to 15
firm moist, noneticky &
nonplastic vitt massfew
dry
brftks to fine angular blocky, dense in
strong prismatic
lAy
place
'! 0YR 414
34 to fig+ 1& 714
brittle thin hardpan layers
brittle moist, nonsticky
& nonplastic wet massive
dry
moderately cemented & highly
fractur+ad, can not be tWurad
General Notes: 0 t0 ] percent slones_ MnttIPs P-virlanf In fhQ l 1 f'e% I'l ;hr+h 1r4% - r rrrA'% nor0'%L%A-V "IL A 1_
. - — -- — � __ _ ._ ... ..r,.,,,■ . g.@ log" 1%. l' l ul G WI V1.JU JIY 1 Glli. UJ JU UUP JU
historical over -irrigation and not due to groundwater.
Depth Color Texture Clay !/o Structure 9 moist & wet I�[oleture Coarse fragments, wetness
(inches) (Molst) Consistency I I Content
eWidelnce & th
Test Hole Number & Location:
R2-04
o er
46
10Z
friable moist, sticky �
0 to 11 10YR 313
silty clay loam
28 to 30 plastic vv%t
%Wak granular
moist
�
very firm moist, very
rY
stro n9 Prismatic
-�
11 to 21 10YR 313
sMty clay loam
stinky & very plastic
35 to 40 wet
parting to
blonky
LAYER SAMPLED FOR R -VALUE
nearly dry TESTING
very firm moist, very
strong prismatic
lAy
Micky & very plastic
parting to
21 to 32 10YR 314
clay
45 to 50 wet
blocky
nearly dry
extremely gravelly
32 to 63+ variegated
sand
r2 loose
structureles■
dry 20% cobbles
7
LQ
General Notes:
n to i percent slopes. Mottles evident in the 71 to 33 inch layer are probably relic and due to
_ historical over-irri ation and not due to
2roundwater.
Fy
1 4. 50"
1
(� MATERIALS �►oe # I of i
TESTING & IDAHO TSS REVALUE DATE: JUNE 1, 2007
INSPECTION CADCCUMENTS AND
S ETTI NGS%LANCII0. WARN
_ ICK%LOCAL
'SETTI NG ■1TEMPGRARY
INTERNET
i IL.E S1DL K7i9A1P OR T I Co
R1 TEST RESUL.TS,DGC
o Environmental Services o Geotechnical Engineering o Construction Materials TestingSpecial Ins c ion
o P pre t s
Ron Sargent
Portico Place, LLC
4915 W. Camas
Boise ID 83 709
Project: Portico Place
Test Date: November 24, 2044
R -Value TEST REPORT
L
As requested, MT has performed •
q � ;� p an R -Value test on the sample delivered to us for the above referenced
project. The test methods and procedures used were in accordance with the most current versions of the Idaho
T -S standards. The follming page is a summary of the results obtained by our laboratory.
If you have any questions concerning this report Document2}, please(208)call on us at 37�-
4748.
Respectfully submitted,
�= MATERIALS TESTING & INSPECTION INC.
Brandon Huff C.E.T.
Laboratory Manager ■
�1
a
Z LLk JS k1i
%Y
IN r,
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7446 W. Lemhi St., Boise 1D 83709 208 376-4748 Fax 208 322-6515
- E -Wil mthigmtHd.com wwwnti-id.com
40.0
RJLG E# 2 o F 2
DATE: JUNE 1, 2007
C:ID00011ENTV AND
INSPECTION SerrTI N d S%LAN CE. WARN
ICKILOCAL
SETTINOS%T`MPORARY
INTERNET
FILESIOLK2WPORTIC0
R1 TEST RESULT6.130C
o Environmental Services o Geotechnical Engineenigg o Construction Materials Testing o Special Inspections
Source and Deacri tion: R1-04, 11-23" CIM ■
Date obtained: November 19, 2004
Sample ID: 2912
Sampling and Pr aration: ASTM D75: AASHTO T2: X AASHTO T87: X ASTM D421:
Tact Standard: ASTM D2844: AASHTO T190; i Idaho T8: X
Sample
Dry Density lblf
A
101.0
B
95.2
C
92.2
Moisture Content %
19.1
F 20.0
21.7
Ex ansion Pressure(psi)
0.15
0.00
0.00
Exudation Pressure__(psi)
253
156
137
R -Value FIR11
9
8
R -Value a@ 200 psi Ekudation Pressure =10 1h�
R -Value a@ Exudation Pressure
300 250 Zoo 150 100
Exudation Pressure (psi)
z:
7446 W. Lemhi St., Boise ID 83709 288 376-4748 Fax 288 322-8515
E -Mail mti@mti-id.com www.mti-id.com
0AN
Jill
300 250 Zoo 150 100
Exudation Pressure (psi)
z:
7446 W. Lemhi St., Boise ID 83709 288 376-4748 Fax 288 322-8515
E -Mail mti@mti-id.com www.mti-id.com
0AN
rMATERIALS PAGE 0 1 of 2
t I IDAHo T-8 RwaLUE LDATE:..TUNE 11 2007
TESTING &
■ C:IDOCUPIENTS AND
INSPECTION SErZTINGSILANCl. WARN
ICKILOCAL
'i
SETTINGi%TqWORARY
INTERNET
FILE§I0LK2 BAIPORTI CO
R2 TEST RMULTS.DOC
o Environmental Services o geotechnical Engineering o Construction Materials Testing o Special Inspections
Aj
Ron Sargent
J Portico Place, LLC
4915 W. Camas
Boise, ID 83 709
Project: Portico Place
Test Date: November 24, 2004
F
R -Value TEST REPORT
0
As requested, MTI has performed an R -Value test on the sample delivered to us for the above referenced
protect. The test methods and procedures used were in accordance with the most current versions of the Idaho
T-8 standards. The following page is a summary of the results obtained by our laboratory.
F If you have any questions concerning this report (Document2), please call on us at (208) 376-4745.
Respectfully submitted,
MATERIALS TESTING & INSPECTION INC,
I
I
I
Brandon Huff C.E.T.
Laboratory Manager
I
*.
.y.
all
EJ
ti
�i
r
7446 W. Lemhi St., Boise ID 83799 298 376-4748 Fax 208 322-6515
E -Mail mti@mti-id.com www.mti-id.com
930
/X.
PAGE # 2 of 2
MATERIALS DATE: JUNE 11 2007
;St IDAHo T-8
TESTING &
Source and Descri tion:
INSPECTION
CADOCUYENTS AND
SEE- TINGi%LANCE, WARN
C
DaDensit
ICK%LOCAL
November 19, 2004
SETTING MATEMPORARY
Moisture Content %
INTERNET
Sample ID:
1
PILSIOLK213A%PORTI C O
Ex ansion Pressure(psi)
R2 TEST RESULMDOC
o Environmental Services o Geotechnical Engineering
o Construction Mlateriiais Testing o Special Inspections
ASTM D75:
AASHTD T2: X
Source and Descri tion:
R2-04, 11-21" Cla
B
C
DaDensit
Date Obtained:
November 19, 2004
NA
Moisture Content %
NA
Sample ID:
1
2913
Ex ansion Pressure(psi)
NA
NA
Sampling and Pre station:
ASTM D75:
AASHTD T2: X
AASHTD T87:
X ASTM D421:
Teat Standard: 1
ASTM D2844:
AASHTD T190:
Idaho T8:
X
Sample
A
B
C
DaDensit
NA
■
F
NA
Moisture Content %
NA
NA
NA
Ex ansion Pressure(psi)
NA
NA
NA
Exudation Pressure(psi)
NA
NA
NA
Sample
A
B
C
DaDensit
NA
NA
NA
Moisture Content %
NA
NA
NA
Ex ansion Pressure(psi)
NA
NA
NA
Exudation Pressure(psi)
NA
NA
NA
R -Value
NA
NA
NA
; * * ASTM D2844 Dote 2: Dcassionally, material from very plastic clay -test specimens will extrude from under the mold and around
the follower ram during the loading operation. If this occurs when the Boo -psi point is reached and fewer than five lights are lighted,
the soil should be reported as less than 5 R value.
R -Value a@ Zoo psi Eludation Pres3ure = Less than 5**
T R -Value a@ Exudation Pressure
6�;;
300 250 200 150 100
Exudation Pressure (psi)
7448 W. Lemhi St., Boise ID 83709 208 376m4748 Fax 208 322-8515
EJMail mtiamti-id.com www.mti-id.com
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