ApplicationTRANSMITTALS TO TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
Mayor Tammy de Weerd
City Council Members:
Keith Bird
Joe Burton
Charles Rountree
David Zaremba
To ensure that your comments and recommendations will be considered by
the Meridian City Council please submit your
comments and recommendations to Meridian City Hall
Attn: Jaycee Holman, City Clerk, by: January 27, 2015
Transmittal Date: January 13, 2015 File No.: FP 15-001
Hearing Date: February 3, 2015
Request: Final Plat approval consisting of 7 building lots on 5.37 acres of land
in the C -N zoning district for McLinder Subdivision No. 2
By: TS Development LLC
Location of Property or Project: 4650 N. Linder Road & 1437 W. McMillan Road
—Steven Yearsley (No FP)
—Patrick Oliver (No FP)
—Rhonda McCarvel (No FP)
_Tammy de Weerd, Mayor
_ City Council
—Sanitary Services (No VAR, vnc, FP
—Building Department/ Rick Jackson
_Fire Department
_ Police Department
—City Attorney
_City Public Works
_City Planner
_ Parks Department
Economic Dev.
Your Concise Remarks:
_ Meridian School District (No FP)
_ Meridian Post Office (FP/PP/SHP only)
_Ada County Highway District
_Ada County Development Services
_ Central District Health
—COMPASS (Comp Plan only)
_Nampa Meridian Irrig. District
_Settlers Irrig. District
_ Idaho Power Co. (FP,PP,CUP/SHP only)
_ Owest (FP/PP/SHP only)
_ Intermountain Gas (FP/PP/SHP 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-Kuna Irrigation District
Boise Project Board of Control/Tim Page
City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642
Phone 208-888-4433 • Fax 208-888-4218 • www. meridiancitv.orq
ECEIVE
� �+ JAN 0 8 26150
(�ro�X if � IDZt�N = ' Planning Division
Y 1 TMMMOPMENT REVIEW APPLICATION
-STAFF USE ONLY:
Project name: I)Aj ,-r0'1 '1\Je
- File number(s):�Assigned Planner: 5v13 Jtk Relatedfiles: A2-13' 010•. PP'13=022.3 W -13-01
Type of Review Requested (check all that apply)
❑ Accessory Use
❑ Planned Unit Development
❑ Administrative Design Review
❑ Preliminary Plat
❑ Alternative Compliance
❑ Private Street
❑ Annexation and Zoning
❑ Property Boundary Adjustment
❑ Certificate of Zoning Compliance
❑ Rezone
❑ Comprehensive Plan Map Amendment
❑ Short Plat
❑ Comprehensive Plan Text Amendment
❑ Time Extension:
❑ Conditional Use Permit
Director/ Commission/Council (circle one)
❑ Conditional Use Modification
❑ UDC Text Amendment
Director/Commission (circle one)
❑ Vacation:
❑ Development Agreement Modification
Director/ Council (circle one)
IN Final Plat
❑ Variance
❑ Final Plat Modification
❑ Other
Applicant Information
Applicant name: TS Development, LLC Contact: Tom Bevan Phone: (208) 323-7873
Applicant address:
4202 N. Marcliffe Ave
Email: tmcc83@gamil.com
City: Boise State: ID
Applicant's interest in property: 12 Own ❑ Rent ❑ Optioned ❑ Other
Zip: 83704
Owner name: TS Development, LLC Contact: Tom Bevan Phone: _(208) 323-7873
Owner address: 4202 N. Marcliffe Ave Email: tmcc83@gamil.com
City: Boise State: ID Zip: 83704
Agent/Contact name (e.g., architect, engineer, developer, representative): Lance Warnick
Firm name: Aspen Engineers Phone: (208) 466-8181
Owner address: 485 W Main St. Suite B PO Box 205 Email: Lance@AspenEggineers.com
City: Kuna State: ID Zip: 83634
Primary contact is: ❑ Applicant ❑ Owner ❑ Agent/Contact
Subject Property Information
Location/street address: 4650 N. Linder Rd & 1437 W. McMillan Rdpownship, range, section: T4N, R 1 W, Sec 36
Assessor's parcel number(s): SO436223442 & SO4362233402 Total acreage: 5.37 Zoning district: C -N
Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/planning
-I- (Rev. 06111/2014)
Projectlsubdivision name:
McLinder Subdivision No. 2
General description of proposed project/request: Creation of 7 new commerial lots, tiling of a portion of the Lemp
Canal, looping water main from McMillan to south, improvement of existing entrance from McMillan
Proposed zoning district(s): C -N (existing)
Acres of each zone proposed: C -N (5.37 a
Type of use proposed (check all that apply):
❑ Residential ❑ Office 19 Commercial ❑ Employment ❑ Industrial ❑ Other
Who will own & maintain the pressurized irrigation system in this development? Settler's Irrigation District
Which irrigation district does this property lie within? Settler's Irrigation District
Primary irrigation source:Cobblefield Crossing Pump Stationgecondary: City of Meridian
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is city water): Not known until lots develop
Residential Project Summary (if applicable) Not applicable
Number of residential units:
Number of common lots:
Number of building lots:
Number of other lots:
Proposed number of dwelling units (for multi -family developments only):
I bedroom:
2-3 bedrooms:
Minimum square footage of structure (excl. garage):
Minimum property size (s.f):
Gross density (Per UDC I1 -1A-1):
Acreage of qualified open space:
4 or more bedrooms:
Maximum building height: -
Average property size (s.f.):
Net density (Per UDC ll -1A-1):
Percentage of qualified open space:
Type and calculations of qualified open space provided in acres (Per UDC 11-3G-313):
Amenities provided with this development (if applicable): _
Type of dwelling(s) proposed: ❑ Single-family Detached
❑ Single-family Attached ❑ Townhouse
❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other
Non-residential Project Summary (if applicable)
Number of building lots:
Gross floor area proposed:
U
In Future
Common lots: 0 Other lots: 0
Existing (if applicable):
Hours of operation (days and hours): 6:00 AM - 10:00 PM
Total number of parking
Authorization
Print applicant nanU
Applicant signature:
2 houses to be removed
Building height: 35' or less
In Future Number of compact spaces provided: In Future
TS Development, LLC
Date:
1/9 /U I-�;"
Community. Development. Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.mendiancitv.ore/planning
-2- (Rev. 0611212014)
January 8, 2015
Sonya Watters
City of Meridian
33 E. Broadway Ave, Suite 210
Meridian, Idaho 83642
*ASPEN
ENGINEERS
485 W. Main St, Suite B
PO Box 205
Kuna, Idaho 83634
(208)466-8181
www.AspenEngineem.cam
SUBJECT: Project Narrative for
McLINDER SUBDIVISION NO.2 (also known as Sawtooth Village)
4650 N. Linder Rd and 1437 W. McMillan Rd, Meridian, Idaho
Dear Sonya:
Enclosed please find our final plat application for McLinder Subdivision No. 2. This letter was written on
behalf of the developer, TS Development, and provides a brief overview of the project and outlines how
the application meets the City's requirements. As you know the first phase of the subdivision (McLinder
No. 1) was recently completed and consisted of 22 lots for 4-plex apartments and associated common
lots. This new phase includes 7 lots commercial lots (C -N) with an area of 5.37 acres.
The property was annexed and zoned in the City as File: AZ -13-010.
The development agreement for the property is: Instrument No. 114020372
Improvements included with this phase of the subdivision will include: constructing a water main
McMillan Rd under the Lemp Canal to the north side of McLinder No. 1 to create a looped system;
pressure irrigation main improvements along the south and east side of the subdivision; tiling of a
portion of the Lemp Canal; sidewalk relocation to allow for the tiling of the Lemp Canal; closing the
partially constructed western driveway from McMillian Rd; and finishing the construction of the easterly
entrance into the site from McMillan Rd.
The tiling of the Lemp Canal will consist of approximately 472' of 72" concrete pipe. As a part of the
canal tiling the existing sidewalk have to be relocated in order to meet grading and separation
requirements. As shown in the email attached to this letter, Settlers Irrigation District has already
approved the plans for this phase of the subdivision. We need to complete this canal work this spring,
which would include getting the water main constructed under the canal. So we may need early
approval to build this portion of the water main.
To the best of our knowledge, this final plat and construction drawings were prepared in substantial
conformance with the conditions of the preliminary plat. These only known changes include the
sidewalk relocation near the canal in the northwest portion of the property and a longer portion of the
canal will be piped.
Therefore, to the best of our knowledge the plans and plat were prepared following common local
engineering and surveying practices and are in substantial conformance with the UDC.
Respectfully,
Aspen Engineers, Chartered
0 JS"�
Lance Warnick, P.E.
Principal Engineer
P:\2014\14040\Corresp\Outgoing\14040-1_City_2015-01-08.doc
Lance Warnick
From:
Mack Myers <mack@settlersirrigation.org>
Sent:
Wednesday, January 07, 2015 10:24 AM
To:
'lance@AspenEngineers.com'
Cc:
Bryce Farris (bryce@sawtoothlaw.com)
Subject:
McLinder
Lance,
Settlers Irrigation District has reviewed and approved the plans for the piping of the Settlers canal dated 11/24/2014.
Please inform us of all pre -con and construction dates. Construction will need to be inspected prior to back filling any
pipe. Please have your contractor contact the District to schedule inspections.
Per our conversation you will need to contact Bryce Farris to obtain a License agreement.
Thanks,
Mack Myers
District Manager
Settlers Irrigation District
P.O. Box 7571
Boise, ID 83707
Office 208-343 5271 Fax 208 343-1642
LEGAL DESCRIPTION FOR MCLINDER SUBDIVISION NO. 2
A PORTION OF THE NW1/4 OF SECTION 36, T. 4 N., R. 1 W., B.M., CITY OF MERIDIAN, ADA COUNTY,
IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A BRASS CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 36;
THENCE SOUTH 89°24'32" EAST, COINCIDENT WITH THE NORTH LINE OF SAID SECTION 36, A
DISTANCE OF 812.05 FEET;
THENCE SOUTH 0016'26" WEST, 25.00 FEETTO THE NORTHWEST CORNER OF COBBLEFIELD
CROSSING SUBDIVISION NO. 2, AS SHOWN ON FILE IN BOOK 93 OF PLATS AT PAGE 11175, ADA
COUNTY RECORDS, TO THE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 0"16'26" WEST, COINCIDENT WITH THE WEST BOUNDARY OF SAID
COBBLEFIELD CROSSING SUBDIVISION NO. 2, A DISTANCE OF 201.47 FEET;
THENCE NORTH 89°26'18" WEST, COINCIDENT WITH THE NORTHERLY BOUNDARY OF MCLINDER
SUBDIVISION NO. 1, AS SHOWN ON FILE IN BOOK 107 OF PLATS ON PAGE 14916, ADA COUNTY
RECORDS, A DISTANCE OF 588.45 FEET;
THENCE SOUTH 0°33'42" WEST, COINCIDENT WITH THE WESTERLY BOUNDARY OF MCLINDER
SUBDIVISION NO. 1, A DISTANCE OF 441.58 FEET.
THENCE SOUTH 89°59'26" WEST, 163.10 FEET;
THENCE NORTH 44°52'56" WEST, 28.22 FEETTO THE EAST RIGHT OF WAY LINE OF N. LINDER ROAD;
THENCE NORTH 0°14'44" EAST, COINCIDENT WITH SAID EAST RIGHT OF WAY LINE OF N. LINDER
ROAD, A DISTANCE OF 374.50 FEET;
THENCE NORTH 7022'12" EAST, COINCIDENT WITH SAID EAST RIGHT OF WAY LINE OF N. LINDER
ROAD, A DISTANCE OF 96.75 FEET;
THENCE NORTH 0014'44" EAST, COINCIDENT WITH SAID EAST RIGHT OF WAY LINE OF N. LINDER
ROAD, A DISTANCE OF 104.72 FEET;
THENCE NORTH 45024'12" EAST, 70.44 FEET TO THE SOUTH RIGHT OF WAY LINE OF W. MCMILLAN
ROAD;
THENCE SOUTH 89024'320 EAST, COINCIDENT WITH SAID SOUTH RIGHT OF WAY LINE OF W.
MCMILLAN ROAD, A DISTANCE OF 712.15 FEETTO THE POINT OF BEGINNING;
THE ABOVE DESCRIBED PARCEL CONTAINS 5.37 ACRES, MORE OR LESS.
ADA COUNTY RECORDER I DAVID NAVARRO z
BOISE IDAHO 07115104 04:57 PM
DEPUTY Bonnie Oberbillig
RECORDED—REQUEST OF 'III'II�III'IIIIII�II'I!�'I�I�II��'I�
Title One 1@4@89854
WOUNT 0,00
Order No.: A0320723 b I N
WARRANTY DEED
FOR VALUE RECEIVED,
/married
JOHN R. EBBINGHAUS, SR., AS HIS SEPARATE PROPERTY
The Grantor(s), do(es) hereby grant, bargain sell and convey unto
TS DEVELOPMENT, LLC
iw1S-.
whose current address is 4202 N. MARCLIFFE BOISE, IDAHO 83704
the Grantee(s), the following described premises, in Ada County, Idaho, TO WIT:
SEE ATTACHED EXHIBIT "A"
TO HAVE AND TO BOLD the said premises, with their appurtenances unto the said Grantee, heirs and
assigns forever. And the said Grantor(s) do(es) hereby covenant to and with the said Grantee(s), that (s)he is/are the
owner(s) in fee simple of said premises; that they are free from all encumbrances EXCEPT: Subject to all existing
patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building
codes, laws and regulations, general taxes and assessments, including irrigation and utility easements (if any) for the
current year, which are not due and payable,
and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever.
STATE OF IDAHO
COUNTY OF ADA
ON THIS 1 ST OF JULY , 2004, BEFORE ME, THE UNDERSIGNED, A NOTARY
PUBLIC PERSONALLY APPEARED ,JOHN R. EBBINGHAUS, SR.,, KNOWN TO ME OR
PROVEN TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE
PERSON(S) WHOSE NAME(S)!�DRE SUaSCRIBED TO THE WITHIN INSTRUMENT
AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME.
A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36,
TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST,
BOISE MERIDIAN, ADA COUNTY, IDAHO;THENCE
SOUTH 89°41' EAST ALONG THE SECTION LINE 977.11 FEET TO A POINT; THENCE
SOUTH 11°26' WEST 437.82 FEET TO A STEEL PIN; THENCE
NORTH 89°41' WEST 890.32 FEET TO A POINT ON THE SECTION LINE; THENCE
NORTH ALONG THE SAID SECTION LINE 429.62 FEET TO THE POINT OF BEGINNING,
EXCEPT A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36,
TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST,
BOISE MERIDIAN, ADA COUNTY, IDAHO; THENCE
SOUTH 89°41' EAST 812,11 FEET ALONG THE SECTION LINE TO THE POINT OF BEGINNING; THENCE
CONTINUING
SOUTH 89°41' EAST 165 FEET; THENCE
SOUTH 11°26' WEST 437.82 FEET TO A STEEL PIN; THENCE
NORTH 89°41' WEST 78.21 FEET TO A POINT; THENCE
NORTH 429.62 FEET TO THE PLACE OF BEGINNING.
(A0320723.PFDIA0320723122)
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO
COUNTY OF ADA )
nNaukwd=c. itnrtmfie�-
TS Dctrczvp • L LG
I,J3JDN,r,rAOGUNIJ, 42o2 /0, dV R(u �tti
(name) (address)
(city) (state)
being first duly sworn upon, oath, depose and say:
That I am the record owner of the property described on the attached, and 1 grant my
permission to:
SCE tirc(�Zz r2��r� 1Z1�3Z3 nl�wt� , �I�
(name) address)
6iJ�oPE �t 7 QO.6X �M5m/S✓, 11i
to submit the accompanying application(s) pertaining to that property.
2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
3. I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing s3[d-application(s).
Dated this Ir day
SUBSCRIBED AND SWORN to before me the day and/year fust above written.
tOTI[r. t (Notary Public or Idaho)
20 3
Residing at: M/ fi'
My Commission Expires:
33 E Broadway Avenue, Suite 102 • Metidiru4 Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: ww%v.meridimcky.org
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CiWE IT Meridian City Hall, Suite 102
33 E. Broadway Avenue
H Meridian, Idaho 83642
Community Development 208.887.2211
Department
Parcel Verification
Date: 1/6/15
The parcel information below has been researched and verified as correct by the City of Meridian
Community Development Department.
Project Name: McLinder #2 Subdivision
Parcel Numbers: SO436223402 (4.36 Acres)
50436223442 (1.007 Acres)
Property Owner:
T/R/S:
TS Development, LLC
4202 N. Marcliffe
Boise, ID 83704
4N 1W 36
Address Verification Rev:04/23/12
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PLAT RECEIVED: January6, 2014
ADA COUNTY STREET NAME EVALUATION
Existing Streets Only
DEVELOPMENT NAME: McLinder Sub No 02
AGENCY: Meridian
TOWNSHIP/ RANGE/SECTION: 4N 1W 36
APPLICANT: Aspen Engineers
The street(s) associated with this development have been reviewed by the Ada County Assessor's
Office for conformance with Chapter 1, Title 2 Ada County Code. There are no new street names
associated with this development. Should street configuration change, a second review will be
necessary and a signed Street Name Evaluation by the Ada County Street Naming Committee
may be required. Any additional new street names will require a signed Street Name Evaluation
by the Ada County Street Naming Committee. Final street names are subject to change due to
design changes, time restraints and/or previous recorded plat street alignments. A copy of this
evaluation must be presented to the Ada County Surveyor with final plat application, if applicable.
THE FOLLOWING EXISTING STREET NAMES ARE APPROVED FOR THE DEVELOPMENT
NOTED ABOVE: N. LINDER RD.; W. MCMILLAN RD.; W. ANN TAYLOR ST. and N. DUSTOD
AVE.
ADA COUNTY ASSESSOR Representative DATE i rn t e 1
Map Check
BNDRY
LEGAL
Operator
Date
COURSE
CP
1-2015
BEARING
400-401 S 00"16'26" w
401-402 N 89°26'18" w
402-403 S 00°33'42" W
403-404 s 89"59'26" w
404-405 N 44°52'56" w
405-406 N 00"14'44" E
406-407 N 07°22'12" E
407-408 N 00°14'44" E
408-409 N 45"24'12" E
409-400 s 89°24'32" E
closure error distance>
Closure Precision> 1 in
233775 S.F.%%p
5.367AC.%%P
14099-FP-Bndry-Map check
Project
Time
1/6/2015 10:04
14099
DISTANCE
PT#
NORTHING
EASTING
400
722988.01
2450231.85
201.47
401
722786.54
2450230.89
588.45
402
722792.31
2449642.46
441.58
403
722350.75
2449638.13
163.10
404
722350.73
2449475.03
28.22
405
722370.72
2449455.12
374.50
406
722745.22
2449456.72
96.75
407
722841.17
2449469.13
104.72
408
722945.89
2449469.58
70.44
409
722995.35
2449519.74
712.15
400
722988.01
2450231.85
0.00000000 Error Bearing>
N 90`00'00" E
2781379825318.08 Total Distance Traversed>
Page 1
DESCRIPTION
2781.38
14099 -FP -LOT 23 BLK 1 -Map check
Map check 1/6/2015 10:53
LOT 23 BLK 1
MCLINDER 2
Operator CP Project 14099
Date 1-2015 Time
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
419
722490.23
2449455.63
419-420
s 89°26 18
E
183.86
420
722488.43
2449639.48
420-403
S 00°33'42"
W
137.68
403
722350.75
2449638.13
403-404
S 89°59'26"
W
163.10
404
722350.73
2449475.03
404-405
N 44`52'56"
W
28.22
405
722370.72
2449455.12
405-419
N 00°14'42"
E
119.51
419
722490.23
2449455.63
Closure
error distance>
0.00000000 Error Bearing>
N 90"00'00" E
Closure
Precision> 1
in
632379622722.09
Total Distance Traversed>
25230 S.F.%%p
0.579Ac.%%P
Page 1
DESCRIPTION
632.38
14099 -FP -LOT 24 BLK 1 -Map Check
Map Check 1/6/2015 10:54
LOT 24 BLK 1
MCLINDER 2
Operator CP Project 14099
Date 1-2015 Time
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
418
722615.23
2449456.16
418-417
S 89°26'18"
E
184.55
417
722613.43
2449640.71
417-420
S 00°33'42"
W
125.00
420
722488.43
2449639.48
420-419
N 89"26'18"
w
183.86
419
722490.23
2449455.63
419-418
N 00°14'42"
E
125.00
418
722615.23
2449456.16
Closure
error distance>
0.00000000 Error Bearing>
N 90°00'00" E
Closure
Precision> 1
in
618418214542.22
Total Distance Traversed>
23026 S.F.%%p
0.529AC.%%P
Page 1
DESCRIPTION
618.42
Map check
LOT 25 BLK 1
MCLINDER 2
Operator
Date
COURSE
14099 -FP -LOT 25 BLK 1 -Map check
1/6/2015 10:55
CP Project 14099
1-2015 Time
BEARING
406-416 5 89°26'33" E
416-417 S 00°33142" W
417-418 N 89°26'18" w
418-406 N 00"14'42" E
Closure error distance>
closure Precision> 1 in
24037 S.F.%%p
0.552AC.%%P
DISTANCE
PT#
NORTHING
EASTING
406
722745.22
2449456.72
185.27
416
722743.42
2449641.98
130.00
417
722613.43
2449640.71
184.55
418
722615.23
2449456.16
129.99
406
722745.22
2449456.72
0.00000000 Error Bearing>
N 90°00'00" E
629813807140.70
Total Distance Traversed>
Page 1
DESCRIPTION
629.81
Map Check
LOT 26 BLK 1
MCLINDER 2
Operator
Date
COURSE
14099 -FP -LOT 26 BLK 1 -Map Check
1/6/2015 11:27
CP Project 14099
1-2015 Time
BEARING
416-406 N 89°26133" W
406-407 N 07`22112" E
407-408 N 00°14'42" E
408-409 N 45°24112" E
409-414 S 89°24'33" E
414-415 5 00°33'42" W
415-402 S 89°26'18" E
402-416 S 00°33'42" W
closure error distance>
Closure Precision> 1 in
40425 S.F.%%p
0.928AC.%%P
DISTANCE
PT#
NORTHING
EASTING
416
722743.42
2449641.98
185.27
406
722745.22
2449456.72
96.75
407
722841.17
2449469.13
104.72
408
722945.89
2449469.58
70.44
409
722995.35
2449519.74
112.23
414
722994.19
2449631.96
201.77
415
722792.43
2449629.99
12.48
402
722792.31
2449642.46
48.89
416
722743.42
2449641.98
0.00000000 Error Bearinp
N 90°00'00" E
832557581192.12
Total Distance Traversed>
Page 1
DESCRIPTION
832.56
Map check
LOT 27 BLK 1
MCLINDER 2
Operator
Date
COURSE
14099 -FP -LOT 27 BLK 1 -Map Check
1/6/2015 11:33
CP Project 14099
1-2015 Time
BEARING
415-414 N 00°33'42" E
414-413 5 89"24'33" E
413-412 s 00°33142" W
412-415 N 89°26118" W
Closure error distance>
Closure Precision> 1 in
41554 S.F.%%p
0.954AC.%%P
DISTANCE
PT#
NORTHING
EASTING
415
722792.43
2449629.99
201.77
414
722994.19
2449631.96
206.00
413
722992.07
2449837.95
201.67
412
722790.41
2449835.98
206.00
415
722792.43
2449629.99
0.00000000 Error Bearing>
N 90°00'00" E
815438020788.92
Total Distance Traversed>
Page 1
DESCRIPTION
815.44
Map Check
LOT 28 BLK 1
MCLINDER 2
Operator
Date
COURSE
14099-FP-LoT 28 BLK 1 -Map Check
1/6/2015 11:02
CP Project 14099
1-2015 Time
BEARING
413-410 S 89°24'33" E
410-411 s 00°33'42" w
411-412 N 89°26'18" W
412-413 N 00°33'42" E
Closure error distance>
closure Precision> 1 in
45060 S.F.%%p
1.034Ac.%%P
DISTANCE
PT#
NORTHING
EASTING
413
722992.07
2449837.95
223.50
410
722989.76
2450061.44
201.55
411
722788.22
2450059.47
223.50
412
722790.41
2449835.98
201.67
413
722992.07
2449837.95
0.00000000 Error Bearing>
N 90°00'00" E
850219398928.10
Total Distance Traversed>
Page 1
DESCRIPTION
850.22
Map check
LOT 29 BLK 1
MCLINDER 2
operator
Date
COURSE
14099 -FP -LOT 29 BLK 1 -Map check
1/6/2015 11:03
CP Project 14099
1-2015 Time
BEARING
400-401 s 00°16'26" W
401-411 N 89°26'18" W
411-410 N 00°33'42" E
410-400 S 89°24'33" E
Closure error distance>
Closure Precision> 1 in
34442 S.F.%%p
0.791AC.%%P
DISTANCE
PT#
NORTHING
EASTING
400
722988.01
2450231.85
201.47
401
722786.54
2450230.89
171.43
411
722788.22
2450059.47
201.55
410
722989.76
2450061.44
170.42
400
722988.01
2450231.85
0.00000000 Error Bearing>
N 90°00'00" E
744866333327.31
Total Distance Traversed>
Page 1
DESCRIPTION
744.87
March 5, 2014
Sonya Watters
City of Meridian
33 E. Broadway Ave, Suite 210
Meridian, Idaho 83642
SUBJECT: Statement Regarding Groundwater Elevation for
McLINDER SUBDIVISION
(also known as Sawtooth Village)
4650 N. Linder Rd and 1437 W. McMillan Rd
Meridian, Idaho
Dear Sonya:
0 ASPEN
ENGINEERS
485 W. Main St, Suite B
PO Box 205
Kuna, Idaho 63634
(208) 466-8181
w .AspenEngineers.com
The purpose of this letter is to confirm there is at least 3 feet of vertical separation from the centerline of
the proposeds road to the seasonal high groundwater. I have enclosed a copy of the groundwater
monitoring information and site investigation report for your records that documents that groundwater is
more than 8'-9' below ground surface.
Feel free call me at (208) 466-8181 if you have any questions or need additional information.
Respectfully,
Aspen Engineers, Chartered
Lance Warnick, P.E.
Principal Engineer
cc:
Aspen 13019
Penelope Riley (Riley Planning Services)
Attachments
1. Final groundwater monitor report on Sawtooth Village Site by Natural Resource Solutions
(October 29, 2013)
2. Test hole evaluations on Sawtooth Village site by Natural Resource Solutions (May 20, 2013)
P:\2013\13019\Corresp\Outgoing\13019-I_C ity_2014-03-05.doc
Consultinq, Soil Evaluations & Data Collection
May 20, 2013
Lance Warnick, P.E.
Aspen Engineers
2422 12th Ave. Road
Suite 323
Nampa, ID 83686
RE: Test hole evaluations on Sawtooth Village site
MARKE.JOHNSON
Phone: 208.869.9099
Fax: 208.887.1212
HARLEM NOE
Phone: 208.850A926
Fax: 208.939-8602
On Friday May 10th I observed seven test holes on an approximately 12 acre
parcel at the southeast corner of the McMillan Road and Linder Road
intersection. Copies of the detailed soil profile descriptions are attached along
with a map showing the GPS locations of the test pits.
The excavations were taken to depths ranging from 12 to 14.5 feet below ground
level. Soil profiles were quite uniform across the parcel. There is typically a silt
loam surface 8 to 13 inches thick over a heavier silty clay loam layer with 30 to
35 percent clay that extends to depths of 24 to 30 inches. The next layer is a
moderately dense loam or silt loam layer generally 10 to 20 inches thick. A
moderately to strongly cemented hardpan extends to a depth of 60 to 84 inches
over dense gravelly loamy sand. Sand, gravel and cobbles are present beneath
the soil starting at a depth ranging from 115 to 135 inches.
Free water was observed in all test pits but 5-13 at the time of excavation. PVC
pipes were placed in test holes 1, 2, 4, 6 and 7 prior to backfilling to allow for
monitoring of groundwater levels. I collected readings in the pipes two days
later on May 12. This allowed adequate time for water levels to stabilize. The
measurements are reflected in the table below along with ground elevations and
groundwater elevations on that date.
The readings do not indicate that the levels at test holes 1 and 2 are significantly
higher than any other location. I would conclude that the irrigation lateral along
the north side of the property is not contributing excessive amounts of
subsurface water to the site.
5740 N. APPLEBROOK WAT' BOISE, IDAHO 83713
Sawtooth Village soils - page 2
Hole
May 12 depth
below ground
May 12 depth
Ground
elevation
Groundwater
Number
level (in
below ground
(In feet from
elevation
inches)
level (in feet)
WOW(
en feet )
1-13
159
13.3
2373.8
2360.5
2-13
150
12.5
2575.1
2562.6
4-13
153
12.8
2574.0
2561.2
6-13
141
11.8
2573.6
2561.8
7-13
151
12.6
2575.4
2562.8
This data does indicate that the groundwater elevation is about one foot higher
on the east end of the property than on the west end. Total variation from low to
high is only 2.3 feet with a nominal groundwater elevation of 2561.6.
Based on current levels and the soil profiles, I would not expect groundwater
levels to rise above a depth of 10 foot below ground level. This would equate to a
groundwater elevation of 2366.9. This assumption is based on the single set of
readings on May 12th. Monitoring through the irrigation season would provide
actual peaks and define trends.
Textures in the 16 to 30 inch portion of the soil profiles are generally silty clay
loams and silt loams having clay contents of 25 to 35 percent. This texture/clay
combination typically has low R -values. I would expect 200psi test values to be
less than 15 and possibly less than 10.
The silt loams and silty clay loams in the upper profile will have Unified
classifications of ML, CL or CL -ML. Using the International Building Code table,
the allowable bearing strengths would be 1,500 pounds per square foot.
Based on the observed soil profiles, I see no apparent major soil -related concerns
on this site. Although there were hardpans and moderately dense layers present,
they created no significant difficulty in excavation. Please contact me if you have
any questions or additional needs on this site.
transmitted via e-mail
HARLEY R. NOE
Professional Soil Scientist
cc w/ attachments: Tom Bevan, TS Development, LLC, 4202 N. Marcliffe Ave.,
Boise, ID 83704
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Natural Resource Storm Drain Test Hole Description &
Solutions, LLC Evaluation
Date Of Evaluation: 5/8/2013 Evaluated by: Harley Noe, Professional Soil Scientist
Requested By: TS Development, LLC (Tom Bevan)
Address: 4202 N. Marcliffe Ave. Phone: 323-7873
City: Boise State: ID Zip: 83704
Legal Desc: NW 114 of NW —1/4 Section 36, Township 4 North, Range 1 West, Boise Meridian, Ada County, ID
General Desc: At the southeast corner of the McMillan & Linder intersection
Depthu
10YR 3/2
slit loam
18 to 20
common very fine &
fine; few medium
none
Est.
friable moist
(inches)
Color
Texture
Clay ye
Roots
Mottles
Permeability
Comments
27 to 37
7.5YR 4/6
loam
12 to 13
few very fine & fine
none
(infhr)
moderately dense in place, friable
moist
Hole Number & Location: 1-13
0 to 13
10YR 3/2
slit loam
18 to 20
common very fine &
fine; few medium
none
1 to 2
friable moist
13 to 27
10YR 4/4
silty clay loam
33 to 35
few very fine & fine
none
0.06 to 0.2
firm moist
27 to 37
7.5YR 4/6
loam
12 to 13
few very fine & fine
none
2 to 3
moderately dense in place, friable
moist
37 to 74
10YR 4/4 &
8/3
weakly cemented
pan and soil
-
none
none
0.5 to 1
about 30% soil mixed with hardpan;
can not be textured
74 to 124
7.5YR 4/4
very gravelly loamy
sand
5 to 8
none
none
6 to 12
5 to 10 percent cobbles
124 to 160+
grayish
variegated
very gravelly sand
<3
none
none readable
12 to 15+
15% cobbles; nearly loose in place;
saturated below 160 inches
37 to 70
10YR 4/6
mix
-
none
none
0.5 to 1
soil; can not be textured
General Notes: sl(
Free water in bottom of
<I%. Pan
at 160 inches after 1 hour.
Hole Number & Location: 2-73
with little difficulty. Dense but highly fractured and discontinuous.
General Notes: Slope less than 1 percent. Hardpan layer is dense with minimal cementation. No cobbles
in the 97 inch layer, Free water in pit at 170 inches after 1 hour.
common very fine &
0 to 8
7.5YR 3/4
silt loam
24 to 26
fine; few medium
none
0.5 to 1
liable moist
very firm moist; hard dry; strong
8 to 24
10YR 3/4
silty clay loam
34 to 35
few veryfine & fine
none
0.06 to 0.2
angular blocky stmcture
24 to 37
7.5YR 4/4
loam
10 to 12
few very fine & fine
none
1 to 2
very friable moist
hardpan and soil
dense in place; weakly cemented; 30%
37 to 70
10YR 4/6
mix
-
none
none
0.5 to 1
soil; can not be textured
very gravelly sandy
70 to 97
10YR 4/4
loam
8 to 10
none
none
0.5 to 1
dense in place
very gravelly loamy
97 to 124
10YR 4/4
sand
5 to 7
none
none
2 to 4
moderately dense In upper part
grayish
dominated by medium sands; 10%
124 to 175+
variegated
very gravelly sand
3 to 5
none
none readable
12 to 15+
cobbles; nearly loose in place
General Notes: Slope less than 1 percent. Hardpan layer is dense with minimal cementation. No cobbles
in the 97 inch layer, Free water in pit at 170 inches after 1 hour.
Natural Resource Storm Drain Test Hole Description &
Solutions, LLC Evaluation
Continuation Sheet
Date Of Evaluation: 5/8/2013 Project: Sawtooth Village
Depth
Color
Texture
Clay %
Roots
Mottles
Est. Perm.
Comments
(inches)
10YR 3/3
silt loam
22 to 24
fine; few medium
none
(in/hr)
very friable moist
Hole Number & Location: 3-13
General Notes: Slope less than 1 percent. Free water in bottom of pit at 155 inches after 1 hour.
Hole Number & Location: 4-13
common very fine &
0 to 12
10YR 3/3
silt loam
22 to 24
fine; few medium
none
0.5 to 1
very friable moist
16 to 30
7.5YR 3/3
silly clay loam
32 to 34
few very flne & fine
none
0.06 to 0.2
firm moist; strong angular blocky
12 to 20
10YR 3/4
silty clay loam
34 to 35
few very fine & fine
none
0.06 to 0.2
structure
20 to 28
10YR 4/3
loam to silt loam
18 to 20
few very fine & fine
none
1 to 2
very friable moist
46 to 84
10YR 3/4 &
weakly cemented
few very fine & fine in
none
0.5 to 1
20% soil in lenses; upper foot strongly
28 to 58
8/3
hardpan & soil I
upper 6 inches
none
0.5 to 1
cemented; very dense
58 to 93
7.5YR 4/4
sandy loam to loam
12 to 14
none
none
0.5 to 1
dense In place
very gravelly loamy
dense in place; not cemented; no
93 to 130
7.5YR 4/6
sand
5 to 8
none
none
4 to 6
cobbles
grayish
extremely gravelly
loose in place; 10% cobbles; mostly
130 to 155+
variegated
sand
<3
none
none readable
15 to 18+
mostly medium sand; nearly loose
General Notes: Slope less than 1 percent. Free water in bottom of pit at 155 inches after 1 hour.
Hole Number & Location: 4-13
General Notes: Slope less than 1 percent. Free water in pit at 155 inches after 1 hour.
common very fine,
0 to 16
10YR 3/3
silt loam
20 to 22
fine & medlum
none
0,5 to 1
very friable moist
16 to 30
7.5YR 3/3
silly clay loam
32 to 34
few very flne & fine
none
0.06 to 0.2
fine moist
30 to 46
10YR 4/4
silt loam
18 to 20
few very fine & fine
none
1 to 2
friable molst
10YR 4/6 &
weakly cemented
30% soil in lenses; dense in place; pan
46 to 84
1813
1 hardpan and soil
none
none
0.5 to 1
part is fractured
moderately dense In place; friable
8410 121
10YR 4/6
sandy loam to loam
10 to 12
none
none
1 to 2
moist
very gravelly loamy
121 to 135
10YR 4/4
sand
5 to 7
none
none
4 to 6
5% cobbles
grayish
extremely gravelly
loose in place; 10% cobbles; mostly
135 to 160+
variegated
sand
<3
none
none readable
15 to 18+
medium sands
General Notes: Slope less than 1 percent. Free water in pit at 155 inches after 1 hour.
Natural Resource Storm Drain Test Hole Description $
Solutions, LLC Evaluation
Continuation Sheet
Date Of Evaluation: 5/8/2013 Project: Sawtooth Village
Depth
Color
Texture
Clay %
Roots
Mottles
Est' Perm.
Comments
(inches)
10YR 3/3
silt loam
20 to 22
fine; few medium
none
(In/hr)
frlable molst
Hole Number & Location: 5-73
General Notes:
of excavation.
less than 1 percent. No cobbles in the 58 inch layer. No free water in pit to bottom
Hole Number & Location: 6-13
common very fine &
0 to 9
10YR 3/3
silt loam
20 to 22
fine; few medium
none
0.5 to 1
frlable molst
few very fine, fine &
9 to 21
10YR 3/4
silly clay loam
34 to 35
medium
none
0.06 to 0.2
very firm moist
few very fine, fine &
very friable moist; some very fine
21 to 28
10YR 5/4
silt loam to loam
12 to 14
medium
none
1 to 2
sands present
10YR 4/4 &
hardpan and soil
few very fine, fine &
30% loam soil w/ 12% clay; dense in
28 to 41
8/3
hardpan & soil mix
-
medium
none
0.5 to 1
place
very gravelly loamy
few very fine, fine &
friable moist; moderately dense in
41 to 58
7.5YR 3/4
loam
12 to 14
medium
none
0.5 to 1
place
grayish
very gravelly loamy
few very fine, fine &
5% cobbles; nearly loose in place;
58 to 115
7.5YR 4/6
sand
10 to 12
medium to 86"
none
6 to 12
no cobbles
grayish
extremely gravelly
nearly loose in place; 5% cobbles;
115 to 145+
variegated
sand
<3
none
none readable
15 to 18+
mostly medium sands
General Notes:
of excavation.
less than 1 percent. No cobbles in the 58 inch layer. No free water in pit to bottom
Hole Number & Location: 6-13
General Notes: Slope less than 1 percent. Free water in pit at 145 inches.
many vary fine 7 fine;
0 to 11
10YR 3/3
silt loam
22 to 24
few medium
none
0.5 to 1
very friable moist
common very fine &
11 to 26
10YR 4/4
silt loam
26 to 27
fine
none
0.5 to 1
friable moist
thin Intermittent weak pan lenses
26 to 45
10YR 5/4
loam
10 to 12
few very fine & fine
none
0.5 to 1
throughout; moderately dense
10YR 8/3 &
hardpan and soil
30% loam soil w/ 12 to 14% clay; pan
45 to 97
4/4
mix
-
none
none
0.2 to 0.6
Is moderately to strongly cemented
very gravelly loamy
97 to 128
7.5YR 4/6
sand
5 to 8
none
none
0.5 to 1
no cobbles; dense in place
grayish
5% cobbles; nearly loose in place;
128 to 150+
variegated
very gravelly sand
<3
none
none readable
12 to 15+
mostly medium sands
General Notes: Slope less than 1 percent. Free water in pit at 145 inches.
Natural Resource Storm Drain Test Hole Description &
Solutions, LLC Evaluation
Continuation Sheet
Date Of Evaluation: 5/9/2013 Project: Sawtooth Village
Depth
Color
Texture
Clay %
Roots
Mottles
Est. Perm.
Comments
(inches)
10YR 3/2
silt loam
24 to 26
fine; few medium
none
(in/hr)
friable to firm moist
Hole Number & Location: 7-13
General Notes: Slope less than I%slope. Free water in pit at 155 inches after 1 hour.
common very fine &
0 to 10
10YR 3/2
silt loam
24 to 26
fine; few medium
none
0.5 to 1
friable to firm moist
common very fine &
firm moist; moderate angular blocky
10 to 35
10YR 3/4
silty clay loam
34 to 35
fine
none
0.06 to 0.2
structure
common very fine &
35 to 70
10YR 5/3
loam
10 to 12
fine
none
1 to 2
very friable moist
10YR 8/3 to
hardpan and soil
50% weak hardpan, highly fractured;
70 to 90
4/6
mix
-
none
none
0.2 to 0.6
loam Boll w/ 10-12% clay
very gravelly loamy
10% cobbles; moderately dense In
90 to 118
10YR 4/4
sand
5 to 8
none
none
3 to 4
place
grayish
15 to 20% cobbles; mostly medium
118 to 162+
variegated
very gravelly sand
<3
none
none readable
12 to 15+
sands; nearly loose in place
General Notes: Slope less than I%slope. Free water in pit at 155 inches after 1 hour.
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Hearing Date: February 3, 2015
File No.: FP -15-001
Project Name: McLinder Subdivision No. 2
Request: Request for final plat consisting of 7 building lots on 5.37 acres of land in the C -N zoning
district for McLinder Subdivision No. 2, by TS Development, LLC.
Location: The site is located at 4650 N. Linder Road and 1437 W. McMillan Road, in the NW '/4 of
Section 36, Township 4N., Range 1 W.