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ApplicationRUT ECEIVE JUL 19 2016 Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: OA hbyri t b File number(s): Assigned Planner Related files: R2--13-005: M I+ O 11DA-0 1 09dL Type of Review Requested (check all that apply) ❑ Accessory Use ❑ Planned Unit Development ❑ Administrative Design Review 0 Preliminary Plat ❑ Alternative Compliance 0 Private Street 0 Annexation and Zoning 0 Property Boundary Adjustment 0 Certificate of Zoning Compliance 0 Rezone 0 City Council Review 0 Short Plat 0 Comprehensive Plan Map Amendment 0 Time Extension: ❑ Comprehensive Plan Text Amendment Director/ Commission/Council (circle one) ❑ Conditional Use Permit ❑ UDC Text Amendment ❑ Conditional Use Modification 0 Vacation: Director/Commission (circle one) Director/ Council (circle one) ❑ Development Agreement Modification 0 Variance 91 Final Plat 0 Other ❑ Final Plat Modification Applicant Information Applicant name: BRIGHTON INVESTMENTS, LLC Phone: 378-4000 Applicant address: 12601 W. EXPLORER DR., #200 Email: City: BOISE State: ID Zip: 83713 Applicant's interest in property: N Own O Rent ❑ Optioned ❑ Other Owner name: SAME AS ABOVE Owner address: City: Email: State:. Agent/Contact name (e.g., architect, engineer, developer, representative): VAN ELG Firm name: BRIGHTON DEVELOPMENT Agent address: 12601 W. EXPLORER DR., #200 City: BOISE Primary contact is: 0 Applicant O Owner O Agent/Contact Phone: . Zip: Phone: 287-0504 Email: VELG@BRIGHTONCORP.COM State: ID Zip: 83713 Subject Property Information - Location/street address: South of Phase 2 (near W. Vanderbilt DR) Township, range section: 4N, 1 W, NW1/4 S27 Assessor's parcel number(s): SO427244700 Total acreage: 13.027 Zoning district: R-8 Community Development . Planning Division . 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiaricity.org/planning -1- (Rev. 0611212014) Project/subdivision name: Bainbridge Subdivision No. 4 General description of proposed project/request: Fourth Phase of Bainbridge Subdivision with 36 Single Family lots and four (4) common lots. Proposed zoning district(s): No change --Existing R-8 Acres of each zone proposed: No Change Type of use proposed (check all that apply): 9 Residential 13 Office ❑ Commercial O Employment ❑ Industrial O Other Who will own & maintain the pressurized irrigation system in this development? HOA Which irrigation district does this property lie within? Settlers Primary irrigation source: Surface Secondary: Ground Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): _ Residential Project Summary (if applicable) Number of residential units: 36 Number of building lots: 36 residential Number of common lots: 4 Number of other lots: '-0-- Proposed number of dwelling units (for multi -family developments only): I bedroom: 2-3 bedrooms: 4 or more bedrooms: Minimum square footage of structure (excl. garage): Code Maximum building height: Code Minimum property size (s.f): 10,424 at Average property size (s.f): 11,634 sf Gross density (Per UDC l I -IA -1): 2.76 du/ac Net density (Per UDC 11-lA-1): 3.66 du/ac Acreage of qualified open space: 1.075 ac Percentage of qualified open space: 8.25% this phase Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): Common Lots, including street buffers and common areas as Identified on the preliminary plat. Amenities provided with this development (if applicable): NA this phase Type of dwelling(s) proposed: B Single-family Detached ❑ Single-family Attached 0 Townhouse 0 Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: Common lots: Other lots: Gross floor area proposed: Hours of operation (days and hours): Total number of parking spacRs prov Authorization Print applicant name: Applicant signature: - Existing (if applicable): Building height: Number of compact spaces provided: Date: Community Development m Planning Division m 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 1": 208488-6854 www.meridiancitv.ore/olannm2 -2- (Rev. 0 611 212 0 1 4) BRIGHTON CORPORATION July 18, 2016 Caleb Hood, Planning Manager Community Development Services Meridian City Hall Meridian, ID 83642 Re: Bainbridge Subdivision No. 4 (Final Plat Application) Dear Caleb, Enclosed is the updated final plat application for "Bainbridge Subdivision No. 4". This forty (40) lot phase includes 36 single-family lots and 4 open space lots as generally identified in the Bainbridge Subdivision Preliminary Plat (approved August 20`h, 2013). Statement of Conformance This final plat is in full conformance with: (1) The uses and layout approved by the preliminary plat; (2) the use requirements and provisions of the UDC; and (3) acceptable engineering and surveying practices, and local standards. It should be noted that while this 4`11 phase shows two additional lots, compared to that shown on the preliminary plat, it remains consistent and in substantial compliance with the original design and approval. An appropriate lot count correction will be addressed in future phases. The following summary will help identify the lot totals to this point: Phase 1 2 3 BBPark 4 Totals SF Lots 42 93 39 52 36 1 262 of 551 Common Lots 2 24 7 8 4 1 45 This straightforward phase provides approximately 1.075 acers of open space in the form of street buffers and common lots. Applicable Applications Annexation / Zoning RZ-13-005; Preliminary_ Plat PP -13-011; DA 109061598, etc. Please let us know if you have esfrons, o r uire additional information. For Brighton Development Van Elg Planning Manager 12601 W. Explorer Drive, Suite 200, Boise, ID 83713 1 www.BrighLonCorp.com 1208378.4000 1 Fax: 208.377.8962 km 9233 WEST STATE STREET I BOISE, 10 83714 1 208:639.6939 1 FAX 208.639.6930 July 1, 2016 Project No. 16-078 Legal Description for proposed Bainbridge Subdivision No. 4 A parcel of land situated in a portion of the Southeast 1/4 of the Northwest 1/4 of Section 27, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada county, Idaho, and being more particularly described as follows: Commencing at a found brass cap marking the west 1/4 corner of said Section 27, which bears S00°29'05"W a distance of 2,638.62 feet from a found aluminum cap marking the northwest corner of said Section 27, thence following the southerly line of the Northwest 1/4 of said Section 27, S89°20'04"E a distance of 1,324.92 feet to a found 5/8 -inch rebar marking the southwest corner of said Southeast 1/4 of the Northwest 1/4 (C -W 1/16 corner) and being the POINT OF BEGINNING. Thence leaving said southerly line and following the westerly line of said Southeast 1/4 of the Northwest 1/4, N00°27'21"E a distance of 534.11 feet to a found 5/8 -inch rebar on the subdivision boundary of Bainbridge Subdivision No. 2 (a subdivision on file in Book 108 of Plats, Pages 15246-15251, records of Ada county, Idaho); Thence following said subdivision boundary the following courses: 1. S89°20'14"E a distance of 129.11 feet to a found 5/8 -inch rebar; 2. 14.05 feet along the arc of a circular curve to the left, said curve having a radius of 2,505.00 feet, a delta angle of 00°19'17", a chord bearing of S03001'14"E and a chord distance of 14.05 feet to a found 5/8 -inch rebar; 3. N86°49'07"E a distance of 60.00 feet to a found 5/8 -inch rebar; 4. S89°20'14"E a distance of 144.05 feet to a found 5/8 -inch rebar; 5. 500°39'46"W a distance of 190.00 feet to a found 5/8 -inch rebar; 6. S89°20'14"E a distance of 650.00 feet to a found 5/8 -inch rebar; 7. N00039'46"E a distance of 192.50 feet to a found 5/8 -inch rebar; S. S89°20'14"E a distance of 147.38 feet to a found 5/8 -inch rebar; 9. 586°55'13"E a distance of 60.00 feet to a found 5/8 -inch rebar; 10. 5.69 feet along the arc of a circular curve to the left, said curve having a radius of 2,505.00 feet, a delta angle of 00°07'49", a chord bearing of NO3°00'53"E and a chord distance of 5.69 feet to a found 5/8 -inch rebar; 11. S89'47'10"E a distance of 122.30 feet to a found 5/8 -inch rebar; 12. Thence 500°27'19"W a distance of 10.51 feet to a found 5/8 -inch rebar; Thence leaving said subdivision boundary, S00°27'19"W a distance of 520.28 feet to a set 5/8 -inch rebar on the southerly line of the Northwest 1/4 of said Section 27, which bears N89"20'04"W a distance of 11.17 feet from a found chiseled "x" on a concrete irrigation structure marking the center of said Section 27; ENGINEERS I SURVEYORS I PLANNERS Thence following said southerly line, N89°20'04"W a distance of 1,313.78 feet to the POINT OF BEGINNING. Said parcel contains 13.027 acres, more or less, and is subject to all existing easements and/or rights of way of record or implied. ,12459 a q y�N OF ��� poNL B�/ PAGE 12 1J u./O Title: Bainbridge Subdivision No. 4 I Date: 07-01-2016 Scale: 1 inch= 200 feet File: Tract 1: 13.027 Acres: 567469 Sq Feet: Closure = n44.4813e 0.00 Feet: Precision > 1/999999: Perimeter = 4094 Feet 001=n00.2721e 534.11 007=s89.2014e 650.00 013=s00.2719w 10.51 002=s89.2014e 129.11 008=n00.3946e192.50 014=s00.2719w 520.28 oog,q 505.0QneRa�0a9v 009=s89.2014e 147.38 015=n89.2004w 1313.78 Bng�03.0114e, Chd=14.05 004=n86.4907e 60.00 010=s86.5513e 60.00 00, De 005=s89.2014e 144.05 B �L6 0059, Chd==5b9 0.0749 006=s00.3946w 190.00 012=s89.4710e122.30 ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.00 2 B01SE IDAHO 05109105 12:21 PM DEPUTY Vicki Allen RECORDED -REQUEST OF III I'IIIIIIIIIIIIIII"IIIIII'lull Tille One 105057330 WARRANTY DEED For Value Received, TOMLINSON FAMILY TRUST dated April 7, 1982, the grantor, does hereby grant, bargain, sell and convey unto BRIGHTON INVESTMENTS, LLC, an Idaho Limited Liability Company the grantee(s), whose current address is the following described premises, to -wit: SEE ATTACHED EXHIBIT A 12601 W. Explorer Drive, Suite 200 Boise, Idaho 83713 Subject to all restrictions and covenants pertaining to said subdivision. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s), Grantee(s) heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee(s), that it is the owner in fee simple of said premises; that said premises are free from all encumbrances EXCEPT: Subject to all existing patent reservations, casements, 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 will warrant and defend the same from all lawful claims whatsoever. Dated: May 2, 2005 TOMLINSON FAMILY TRUST dated April 7, 1982 �d w Cmzl' �- By: Thomas W. Tomlinson, Trustee By: 4ry A. Tomlinson, Trustee STATE OF IDAHO, COUNTY OF ADA On this6�ay of May, 2005, before me, a notary public in and for said State, personally appeared Thomas W. Tomlinsory nd Mary A. Tomlinson known to me to be the Trustees of TgW)inson Family Trust dated April 7, 1982, and known me to be the person whose name is subscribed to 1 ipO nAns�ent, and acknowledged to me that he execute the same on behalf of said trust. F _.�.«•.� A.�'a OTAR t �y/ � oto Public = +•� _ Residltgail!'� 1� Commission expir _ L t.s1> a •••.Y• •.,� OF OPO EXHIBIT A LEGAL DESCRIPTION OF REAL PROPERTY A parcel of land being a portioncf the East 1/2, NWA of Section 27, T.4N., R. IW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a bolt marking the Northeast corner, Northwest quarter of Section 27, T. 4N., R.1W., B.M., Ada County, Idaho; from said bolt an aluminum cap marking the Northeast corner of said Section 27 bears South 89' 17'35" East, 2647.29 feet; thence South 00'25'35" West, 40.00 feet along the North-South center section line to a found 5/8" iron pin with cap marked Koerner PL5 8251, on the Southerly right-of-way of Chinden Boulevard (HWy20) as shown on the official plat of the Franklin Road F.A.S. 161-D(1) highway survey of fife in the office of the Idaho Transportation Department, the Real Point of Beginning; thence continuing along said center section line South 00'25'35" West, 2596.35 feet to a chiseled "x" on a concrete irrigation structure marking the accepted center Y, of said section 27; thence leaving said North-South center section tine North 89'20'14" West, 1324.91 feet along the East-West center section line to a found 5/8" iron pin marked Koerner PLS 8251, marking the Southwest comer of the SE 1/4, NW114 of said Section 27 (c/w1 /16,h); thence leaving said center section line North 00'27'19" East, 1318.77 feet to a found 518 iron pin marked Koerner PLS 8251, marking the Northwest corner of the SEI /4, NW114 (NW 1/16`s) of said Section 27; thence South 89'18'50" East, 1051.34 feet to a point; thence North 00'25'35" East, 1278.24 feet on a line being Westerly and parallel with the North-South center of section line of said Section 27 to a point on the Southerly right-of-way of Chinden Boulevard (HWY 20); thence South 89017'17" east, 272.90 feet along said Southerly right-of-way to the REAL POINT OF BEGINNING. EXHIBIT A - Page 1 of 1 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA David W. Turnbull on behalf of Brighton Investments LLC (name) Boise (city) being first duly sworn upon, oath, depose and say: 12601 W Explorer Drive, Suite 200 Idaho (address) (state) I. That I am the record owner of the property described on the attached, and I grant my permission to: `�'+ 0 its— 4 ?-1414cofw *y. > 12 L o 1 U+ . (name) (address) 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 hamiless 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 said application(s). Dated this 3rd day of June 12016 D i(;rW. Turnbull (Signature) Managing Member SUBSCRIBED AND SWORN to before me the day and year first above writt AMANDA MCCURRY (Notary$blic for Idaho) NOTARY PUBLIC STATE OF IDAHO Residing at: Star, Idaho My Commission Expires: 04/15/2017 Community Development . Planning Division . 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitv.ore/nlannine k CHINDEN BLVD. T Q z Q Lu m F - z z PROJECT LOCATION W. MCMILLAN RD. HIR ENGINEERS, SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE FAX (2(8) 6396930208) 9 BAINBRIDGE SUBDIVISION NO. 4 MERIDIAN, IDAHO DATE: 7/6/16 PROJECT: 16-078 SHEET: FIGURE 1 1 OF 1 VICINITY MAP CiW EIDIAN Community Development Department Parcel Verification Date: 7/13/16 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Bainbridge #4 Subdivision Parcel Number: 50427244700 Acres: 13.17 T/R/S: 4N 1W 27 Property Owner: Brighton Investments, LLC 12601 W. 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T a x 91.33HS 93S E 133HS 338 mval'nwnmvav'NW0II b 110 "- 'W'9'M['N "Nb1TZN01103a3066N3H1NIa31tl001 lbld.lHVNIINI fSSI��C EFez U•y C ew O NOISIAIQ8f1SAoci ONIVO LYa ?sem r� � I � 3a .x I � wu lslnwens I I I J I $ i _ �_ osier rex c§ xJ -------------- - _ _pep_ __ ________ n—_ e5Re2 MFM�.Y+r sss—zs—zz zr— v—•sa>—a —m—v—a—y-gip- _ Nlui I —1n� / e 1 .O..O - -1 It — o W s 8 V 133HS 33S - OHtlOI'A1Nf100 tldtl'NVIQItl3{N 'W'S"MCH'N>'L'Z9N01103SJOMN3H1N10d1V001 NOISIAI(ionS 3'JdIHSNIVIG IVIdAHVNIWIl3Hd inn\S L -i Ai ���`y z= -,k �` N A±` l5jai 0 , o mp aid i I I I i val deli Y I I 4 I I Ez 6 I 4 5 I �N F LI \_ \___-`- moi^ Sfi • � W ___ aSi - ` o �.nu✓ AY © / .. � � � � E Q qm n¢ � II 8 � 111 - d �I I I a M° Z w a j .I .I xl r �I s I I� I Nim 3$ alaEE �a Van Eig From: Sent: To: Subject: Follow Up Flag: Flag Status: March 23, 2015 Van Elg Brighton Corporation Jerry Hastings <jhastings@adaweb.net> Wednesday, March 23, 2016 5:22 PM Van Elg; Jim Washburn (jim@thelandgroupinc.com) Bainbridge Subdivision No 4 Name Reservation Follow up Completed RE: Subdivision Name Reservation: "Bainbridge Subdivision No. 4" N 1/2 SECTION 27, T4N, R1 W, BM. Dear Van and Jim, -mk.b t5 NE>c( At your request, I will reserve the name 'Bainbridge Subdivision No. 4" 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. To use the same subdivision name, it must have the same owner as the original subdivision plat or get a signed and recorded permission to use the name from the original subdivision owner. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client or the jurisdiction or the conditions of approval have not been met. In which case the name can be re -used by someone else. Sincerely, %%Ada Countyr 2C32, Collaborate_ laonova[a. Thrive www.adacou"tys o15.eom From: Van Elg [mailto:velq@brightoncorp.com] Sent: Friday, March 18, 2016 11:35 AM To: Jerry Hastings Cc: Van Elg Subject: Subdivision Importance: High Jerry, Name Reservation Jerry L. Hastings, PLS 5359 County Surveyor Deputy Clerk Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 (208) 287-7912 office (208)287-7909 fox We are working on submitting final plat applications for the following projects (beginning middle of next week): Ashbury Subdivision No.4 (sequential phase) Bainbridge Subdivision No. 3 (sequential phase) v� FINAL 3/13/2014 PIFa7a' NID REVIEW ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: AGENCY and AGENCY FILE NO TOWNSHIP/ RANGE/SECTION: DEVELOPER: BAINBRIDGE SUB NO 02 Meridian: 4N 1 W 27 BRIGHTON DEVELOPMENT INC The street name comments listed below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Assessor) 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: N. BLACK CAT RD ' W. CHINDEN BLVD THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR APPROVAL: N. ASISSI AVE .f N. ASISSI WAY' " N. BOLSENA AVE • N. CARLESE AVE. N. FARLEIGH WAY • N. JOY AVE ft W. LOST RAPIDS DR W. VANDERBILT DR ✓ W. WOLF RAPIDS ST THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR DENIAL: THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOTE: IF THERE ARE CORRi3CLIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE: COMMI"II EE. A FINAL. REVIEW WITFI NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRLSENTL.D 10 IHE ADA COUNTY SURVEYOR AT TIME OF RECORDING. ADA COUNTY ASSESSOR Representative DATE�,r�� MERIDIAN Representative DATE A 13' /0 FIRE. Representative DATE _r "�✓ - — DATE :2111' ADA COUNTY HIGHWAY DIS. Representative 7� I ADA COUNTY SHERIFF Representative 7-1 Gr/ � DATE= !/� N IL =W z - S � �'1 •i' N�y \F� Oe 2 \\ \ AA 41W 0311V1Ekp _ l tl6 / u N NXItl �I -ii—leen �a.c ap n � �O.a OS r3)RV' R.� G $d I WE I oK7. 11 aC e I� nim f• .aAr ss n --� d m; CD C*l tl yV 3 xt x. In �p t ab i Gi I_ it 44, J � V Y� � F4 '.ms t} • d M W AhH�I auw ''�"!yti I # .45Zfi IIJ�bLPfi .yyaa A ayi$S C� �_ Hy V o e mx G, t� 'mac �rww Q vucr I p Ig �x G a If .f i d M 1y 4F cl 103 � I ann Its sv'ry r v PRELIMINARY 8/1/2013 ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: BAINBRIDGE SUB - 072913 AGENCY and AGENCY FILE NO: Meridian DEVELOPER: BRIGHTON CORPORATION The street name comments listed below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Assessor) 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: N. BLACK CAT RD ✓' W. CHINDEN BLVD "N. TEN MILE RD ✓ 'N. TREE FARM WAY v� THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: 1 N. ASISSI AVE % N. ASISSI WAY V-- - N. BOLSENA AVE N. BOTTICELLI AVE tr N. COLOSSEUM AVE v N. COLOSSEUM WAY I' N. EXETER AVE i-- N. EYNSFORD AVE `-^ N. EYNSFORD WAY v' N. FARLEIGH AVE 'N, FARLEIGH WAY,,-- W. HUNGRY CREEK DR ' W. HUNGRY CREEK ST ✓ ®N. JOY AVE t, ' N. JOY WAY L.-" W. LADLE RAPIDS ST tE' N. LICHFIELD AVE ✓ W. LOST RAPIDS DR L, - W. W. LOST RAPIDS ST W. RAMBLIN ST ✓ , W. RENHOLD ST N. SHROPSHIRE AVE + - 'N. TREE FARM WAYS ' W. VANDERBILT DR r ' N. VICENZAAVE v/ • W. WOLF RAPIDS DR ` W. WOLF RAPIDS ST t. THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: KESWICK- Existing street name WINDSOR—Existing street name TYNE — Sound alike with Pine, Rhine, Vine WITHAM — Sound alike with Windham CARLISLE — While this name is acceptable, the proposed segment is in alignment with Renhold r CANTERBURY — Existing street name GUILDFORD — Reserved for Saddlebrook Sub SUFFOLK — Existing street name v" NORWICH — While this name is acceptable, the proposed segment is in alignment with Joy KENWOOD — Existing street name LEVANHAM —While this name is acceptable, the proposed segment is in alignment (preliminary) with Asissi GHESTOR — Sound alike with Chester FAIRFAX —While this name is acceptable, the proposed segment is in alignment with Asissi BROADBENT — While this name is acceptable, the proposed segment is in alignment with Lost Rapids and Tree Farm ETON — Sound alike with Teton and Keaton DARTMOUTH — While this name is acceptable, the proposed segment is in alignment with Bolsena MENDENHALL — While this name is acceptable, the proposed segment is in alignment with Botticelli IRONBRIDGE — Existing street name KENSINGTON — Existing street name CORNWALL — Existing street name OXFORD — Existing street name THAMES — Existing street name PORTSMOUTH — Existing street name i RADISSON — While this is an acceptable name, the proposed segment is in alignment with Farleigh. FAIRBORN — While this is an acceptable name, the proposed segment is in alignment with Ramblin. THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: Sheet 2 - Please change W Keswick St to W Lost Rapids St (alignment). Sheet 2 - Please change W Windsor St to W Wolf Rapids St (alignment). Sheet 2 - Please change W Tyne St to W Hungry Creek St (alignment). Sheet 2 - Please change W Witham St to W Hungry Creek St (alignment). Sheet 2 - Please change W Carlisle St to W Renhold St (alignment). Sheet 2 - Please change W Canterbury St to W Ladle Rapids St (alignment). Sheet 2 - Please change N Exeter Way to N Exeter Ave. Sheet 2 - Please add N Eynsford Ave to the segment that intersects Vanderbilt between Hungry Creek and Renhold. Sheet 2 - Please change the northernmost segment of N Eynsford Way to N Eynsford Ave. Sheet 2 - Please change the southernmost segment of N Guildford Way to N Colosseum Way (preliminary alignment). Sheet 2 - Please change the northernmost segment of N Guildford Way to N Colosseum Ave (preliminary alignment). Sheet 3 - Please choose a new name (North/Avenue) to replace N Suffolk Way (no existing alignment), Sheet 3 - Please change N Norwich Way to N Joy Ave (alignment). Sheet 3 - Please change W Windsor St to W Wolf Rapids St (alignment). Sheet 3 — Please change W Kenwood St to W Ladle Rapids St (alignment). Sheet 3 — Please change N Levanham Ave and Way to N Asissi Ave (alignment). Sheet 3 — Please remove W Chestor St, W Carlisle St and N Fairfax Ave. Sheet 3 — Please add N Asissi Way to all four segments that complete the east half of the inner square. Sheet 3 — Please add N Farleigh Wav to all four segments that complete the west half of the inner square. Sheet 3 — Please correct the spelling of 'Farllegh' to 'Farleigh' and use the correct post -type of Way. Sheet 4 — Please change the segment of Broadbent north of its intersection with Eton to N Tree Farm Way (alignment). Sheet 4 — Please change the segment of Broadbent southeast of its intersection with Eton to W Lost Rapids Dr (alignment). Sheet 4— Please change N Eton Dr to N Bolsena Ave (alignment). Sheet 4 — Please change N Dartmouth Ave to N Bolsena Ave (alignment). Sheet 4 — Please change N Mendenhall Way to N Botticelli Ave (alignment). Sheet 4 — Please choose a new name (North/Avenue) to replace N Ironbridge Ave (no existing alignment). Sheet 4 — Please change N Kensington Way to N Vicenza Ave (alignment). Sheet 4 — Please change W Chestor Dr to W Hungry Creek St (alignment). Sheet 4 — Please change W Carlisle Dr to W Vanderbilt Dr (alignment). Sheet 4 — Please change W Canterbury St to W Ladle Rapids St (alignment). Sheet 5 — Please change E Broadbent Dr to W Lost Rapids Dr (alignment). Sheet 5 — Please change W Cornwall Dr to W Wolf Rapids Dr (alignment). Sheet 5 — Please change the northeast segment of W Vanderbilt Dr to W Hungry Creek Dr (alignment). Sheet 5 — Please change W Canterbury St to W Ladle Rapids St (alignment). Sheet 5 — Please choose a new name (North/Avenue) to replace N Oxford Way (no existing alignment). Sheet 5 — Please choose a new name (North/Avenue) to replace N Thames Way, for this segment and including the segment in alignment to the north. Sheet 5 — Please choose a new name (North/Way) to replace N Portsmouth Ave (no existing alignment). Sheet 5 — Please change N Shropshire Place to N Shropshire Ave. Sheet 6 — Please change both segments of N Radisson Way to N Farleigh Ave (alignment). Sheet 6 — Please change both segments of N Levanham Way to N Asissi Way (alignment). Sheet 6 — Please add N Joy Way to both segments immediately west of and approximately parallel to Broadbent (alignment). Sheet 6 — Please change N Broadbent Way to N Tree Farm Way north of its intersection with Eton (alignment). Sheet 6 — Please change N Eton Dr to N Bolsena Ave (alignment). Sheet 6 — Please choose a new name (West/St) for northernmost segment between Farleigh and Joy. The same name should continue on the segment between Joy and Tree Farm (no existing alignment). Sheet 6 — Please choose a new name (West/St) for the southernmost segment (of block 11) between Farleigh and Joy (no existing alignment). Sheet 6 — Please change W Fairborn Dr to W Ramblin St (alignment). Sheet 6 — Please change W Keswick Dr to W Lost Rapids Dr (alignment). NOTE: IF THERE ARF CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESECHANGESON THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE. A FINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY SURVEYOR AT TIME OF RECORDING. ADA COUNTY ASSESSOR RepresentativeDATE F1 111 MERIDIAN ADDRESSING Representative="DATE DATE FIRE RepresentativeADA COUNTY HIGHWAY DIS. Representative DATE / ADA COUNTY SHERIFF Representative( ' '� < ;' DATE % ENGINEERING J u ly 5, 2016 Project No.: 16-078 9233 WEST STATE STREET I BOISE,ID83714 1 208.639.6939 1 FAX208.639.6930 City of Meridian 33 E. Broadway Ave., Suite 210 Meridian, Idaho 83642 RE: Bainbridge Subdivision No. 4 Meridian, ID To Whom It May Concern: Please accept this letter as certification that the centerline elevations of the proposed streets within Bainbridge Subdivision No. 4 are designed a minimum of three (3) feet above the seasonal high ground water elevation as stated in the Limited Subsurface Investigation Report dated December 30, 2014, prepared by Materials Testing & Inspection. Please feel free to contact me at 208.639.6939 should you have questions or require any additional information. Sincerely, KM Engineering, LLP Z� Lachlin Kinsella, P.E. Project Engineer ENGINEERS I SURVEYORS I PLANNERS www.kmengllp.com 6 MATERIALS TESTING & INSPECTION 30 December 2014 Page # 1 of 8 61413808 limited geoteeh revised2 ID Environmental Services i] Geotechnical Engineering D Construction Materials Testing ❑ Special Inspections Mr. Steve Hart Brighton Homes Idaho, Inc. 12601 West Explorer Drive, Suite 200 Boise, ID 83713 208-378-4000 Re: Limited Subsurface Investigation Report - Revised 2 Proposed Seepage/Infiltration Beds Bainbridge Subdivision 42 and #3 Meridian, ID Dear Mr. Hart: MTI has conducted a limited soils exploration and drainage evaluation for the above referenced development. Fieldwork for this investigation was conducted on 15 December 2014. The proposed development is in the northwestern most portion of the City of Meridian, Ada County, ID. This project will consist of construction of an undisclosed number of residential structures with associated infiltration seepage beds for the planned streets. A total of six test pits were advanced and the locations of six planned seepage beds. MTI has not been informed of the proposed grading plan. General Site Characteristics The area is relatively flat and level, and has apparently been farmed for a number of years. Throughout the majority of the site, surficial soils consist of fine-grained clay -silt mixtures, as a result of continued agricultural practices. Vegetation primarily consists of remnant corn waste materials. Exploration and Sampling Procedures Field exploration, conducted to determine primarily the drainage characteristics of subsurface materials, was by test pit. Test pit sites were pre -marked in the field by members of the design team. Upon completion of investigation, each test pit was backfilled with loose excavated materials. Re -excavation and compaction of these test pit areas are required prior to construction of overlying structures. Soil and Sediment Profile The profile below represents a generalized interpretation for the project site. Note that on site soils strata, encountered between test pit locations, may vary from the individual soil profiles presented in the logs, which can be found in the Enclosures section. The materials encountered during exploration were quite typical for the geologic area mapped as Whitney Terrace. Surficial materials were plow zone mixed sandy clays with excessive organic materials throughout. The shallow native fine grained soils were either lean clays or silts that were usually brown, dry to slightly moist and ranged from soft to hard. The more granular soils ranged from silty sands to silty or poorly graded gravels. These were brown to gray, slightly moist, and medium dense to dense. Some of the firmer soils exhibited calcic cementation. 2791 S Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www:mti-id.com • mti(&mti-id.com cop,aahtY 20 14 MaRnals rztlryt m;nsp¢dwn, us. MATERIALS TESTI NG & INSPECTION 30 December 2014 Page #2of8 b141380g_limited geotech mvised2 D Environmental Services D Geotechnical Engineering D Construction Materials Testing D Special Inspections Groundwater During this field investigation, groundwater was encountered in test pits at depths varying between 14 and 17 feet bgs. Soil moistures in the test pits were generally dry to slightly moist within surficial soils. Within the poorly graded gravel with sand, moistures graded from moist to saturated as the water table was approached and penetrated. During previous investigations performed from May 2005 and March 2010 within the near vicinity of the site, groundwater was noted to be as shallow as 13 feet to greater than 16.5 feet bgs. However, during a previous investigation performed in July 2008 approximately 0.4 mile to the southeast of the project site, groundwater was noted between 10.6 and 11 feet bgs. Furthermore, according to USGS monitoring well data within approximately Y2 -mile of the project site, groundwater was measured at depths ranging between 8 and 40 feet bgs, which equates to groundwater elevations of 2,520 to 2,544 feet above mean sea level (msl). Soil Infiltration Rates Soil permeability, which is a measure of the ability of a soil to transmit a fluid, was generally tested in the field upon reaching the gravels with sand via placement of water within the open test pits. The water readily infiltrated the free -draining gravels with sand, indicating rates far in excess of 24 inches per hour. Therefore, no further testing was performed. For the shallower soils, an estimation of infiltration is presented using generally recognized values for each soil type and gradation. Of soils comprising the generalized soil profile for this study, lean clay and silt soils generally offer little permeability, with typical hydraulic infiltration rates of less than 2 inches per hour. Sandy silt soils will commonly exhibit infiltration rates from 2 to 4 inches per hour. Silty sand sediments usually display rates of 4 to 8 inches per hour; though calcium carbonate cementation may reduce this value to near zero. Silty to poorly graded sand and gravel sediments typically exhibit infiltration values in excess of 10 to 12 inches per hour, and infiltration testing is generally not required within these sediments because of their free -draining nature. It is recommended that infiltration facilities constructed on the site be extended into native poorly graded gravel with sand sediments. Excavation depths ranging from roughly 3Yz to 8 feet bgs should be anticipated to expose these sediments. Because of the high soil permeability, ASTM C33 filter sand, or equivalent, should be incorporated into design of infiltration facilities. An infiltration rate of 8 inches per hour should be used in design. Actual infiltration rates should be confirmed at the time of construction. Warranty and Limiting Conditions MTI warrants that findings and conclusions contained herein have been formulated in accordance with generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics, and engineering geology only for the site and project described in this report. These engineering methods have been developed to provide the client with information regarding apparent or potential engineering conditions relating to the site within the scope cited above and are necessarily limited to conditions observed at the time of the site visit and research. Field observations and research reported herein are considered sufficient in detail and scope to form a reasonable basis for the purposes cited above. 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www,mti-id.com • mti(a)mti-Id.com Copy 91n!42014 WenWs resin, e htspmwlan, 1.. MATEMALS TESTI NG & INSPECTION 30 December 2014 Page # 3 of 8 b141380g_limited geotech revised2 ❑ Environmental Services i] Geotechnical Engineering ❑ Construction Materials Testing i] Special Inspections Exclusive Use This report was prepared for exclusive use of the property owner(s), at the time of the report, and their retained design consultants ("Client'). Conclusions and recommendations presented in this report are based on the agreed-upon scope of work outlined in this report together with the Contract for Professional Services between the Client and Materials Testing and Inspection, Inc. ("Consultant"). Use or misuse of this report, or reliance upon findings hereof, by parties other than the Client is at their own risk. Neither Client nor Consultant make representation of warranty to such other parties as to accuracy or completeness of this report or suitability of its use by such other parties for purposes whatsoever, known or unknown, to Client or Consultant. Neither Client nor Consultant shall have liability to indemnify or hold harmless third parties for losses incurred by actual or purported use or misuse of this report. No other warranties are implied or expressed. Report Recommendations are Limited and Subject to Misinterpretation There is a distinct possibility that conditions may exist that could not be identified within the scope of the investigation or that were not apparent during our site investigation. Findings of this report are limited to data collected from noted explorations advanced and do not account for unidentified fill zones, unsuitable soil types or conditions, and variability in soil moisture and groundwater conditions. To avoid possible misinterpretations of findings, conclusions, and implications of this report, MTI should be retained to explain the report contents to other design professionals as well as construction professionals. Since actual subsurface conditions on the site can only be verified by earthwork, note that construction recommendations are based on general assumptions from selective observations and selective field exploratory sampling. Upon commencement of construction, such conditions may be identified that require corrective actions, and these required corrective actions may impact the project budget. Therefore, construction recommendations in this report should be considered preliminary, and MTI should be retained to observe actual subsurface conditions during earthwork construction activities to provide additional construction recommendations as needed. Since geotechnical reports are subject to misinterpretation, do not separate the soil logs from the report. Rather, provide a copy of, or authorize for their use, the complete report to other design professionals or contractors. This report is also limited to information available at the time it was prepared. In the event additional information is provided to MTI following publication of our report, it will be forwarded to the client for evaluation in the form received. Environmental Concerns Comments in this report concerning either onsite conditions or observations, including soil appearances and odors, are provided as general information. These comments are not intended to describe, quantify, or evaluate environmental concerns or situations. Since personnel, skills, procedures, standards, and equipment differ, a geotechnical investigation report is not intended to substitute for a geoenvironmental investigation or a Phase II/III Environmental Site Assessment. If environmental services are needed, MTI can provide, via a separate contract, those personnel who are trained to investigate and delineate soil and water contamination. 2791 S Victory View Way • Boise, to 83709 • (208) 376-4748 • Fax (208) 322-6515 www.mti-id.com • mt!Omti-id.com GODY31gM CI 2014 MAS naW t eim, & hn".,i , In. MATE RI ALS TESTI NG & INSPECTION 30 December 2014 Page # 4 of 8 b 141380g_limited geotech revised2 ❑ Environmental Services ❑ Geotechnical Engineering i] Construction Materials Testing 17 Special Inspections General Comments Often, questions arise concerning soil conditions because of design and construction details that occur on a project. MTI would be pleased to continue our role as geotechnical engineers during project implementation. Additionally, MTI can provide materials testing and special inspection services during construction of this project. If you will advise us of the appropriate time to discuss these engineering services, we will meet with you at your convenience. MTI appreciates this opportunity to be of service to you and looks forward to working with you in the future. If you have questions, please call (208) 376-4748. Respectfully Submitted, Materials Testing & Inspection, Inc. Kevin L. Schroeder, P.G. Geotechnical Services Manager Enclosures: Geotechnical General Notes Geotechnical Investigation Testing Pit Logs Reviewed by: David O. Cram, P.E. General Manager Reviewed by: El�th Brown, Geotechnical En: 14898 IP -30-4 �ZrE OF ei 2791 S Victory View Way • Boise, In 83709 • (208) 376-4748 • Fax (208) 322-6515 www.mti-id.com - mt1i0imti-id.com �0PY ht2014`Wleaals '.4w' 51ae6e%'�on, I'G MATERIALS TESTING & INSPECTION 30 December 2014 Page # 5 of 8 b141380g1imited geotech revised2 U Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections GEOTECHNICAL GENERAL NOTES Moisture Content RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Field Test Coarse -Grained Soils SPT Blow Counts (N) Fine -Grained Soils SPT Blow Counts Very Loose: <4 Very Soft: <2 Loose: 4-10 Soft: 2-4 Medium Dense: 10-30 Medium Stiff: 4-8 Dense: 30-50 Stiff: 8-15 Very Dense: >50 Very Stiff 15-30 passes No.200 Hard: >30 Moisture Content Descri tion Field Test Dry Absence of moisture, dusty, dry to touch Moist Damp but not visible moisture Wet Visible free water, usually soil is below water table PARTICLE SIZE Boulders: >12 in. Coarse -Grained Sand: 5 to 0.6 mm Silts: 0.075 to 0.005 mm Cobbles: 12 to 3 in. Medium -Grained Sand: 0.6 to 0.2 mm Clays: <0.005 mm Gravel: 3 in. to 5 mm Fine -Grained Sand: 0.2 to 0.075 mm UNIFIED SOIL CLASSIFICATION SYSTEM Cementation Description Field Test Weakly Crumbles or breaks with handling or GW slight fin er pressure Moderately Fumbles or beaks with considerable fm er ressure Strongly Will not crumble or break with finger GM pressure PARTICLE SIZE Boulders: >12 in. Coarse -Grained Sand: 5 to 0.6 mm Silts: 0.075 to 0.005 mm Cobbles: 12 to 3 in. Medium -Grained Sand: 0.6 to 0.2 mm Clays: <0.005 mm Gravel: 3 in. to 5 mm Fine -Grained Sand: 0.2 to 0.075 mm UNIFIED SOIL CLASSIFICATION SYSTEM Major Divisions Symbol Soil Descriptions Gravel & Gravelly GW Well -graded gravels; gravel/sand mixtures with little or no fines GP Poorly -graded gravels; gravel/sand mixtures with little or no fines Soils Coarse -Grained Soils <50% <50% coarse fraction passes No.4 sieve GM Silty gravels; poorly -graded gravel/sand/silt mixtures GC Clayey gravels; poorly -graded gravel/sand/clay mixtures Sand & Sandy SW Well -graded sands; gravelly sands with little or no fines passes No.200 sieve Soils >50% coarse fraction SP Poorly -graded sands; gravelly sands with little or no fines SM Silty sands; poorly -graded sand/gravel/silt mixtures SC Clayey sands; poorly -graded sand/gravel/clay mixtures passes No.4 sieve ML Inorganic silts; sandy, gravelly or clayey silts Fine Grained Silts &Clays LL < 50 CL Lean clays; inorganic, gravelly, sandy, or silty, low to medium -plasticity clays OL Organic, low -plasticity clays and silts Soils >50% MH Inorganic, elastic silts; sandy, gravelly or clayey elastic silts passes No.200 sieve Silts & Clays LL > 50 CH Fat clays; high -plasticity, inorganic clays OH Organic, medium to high -plasticity clays and silts Highly Organic Soils PT Peat, humus, hydric soils with high organic content 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 - Fax (208) 322-6515 www.mti-id.com • mtiCa2mti-id.com cuirv�§o�ezoiammas�.= rminu a iFnymouoo, iw. MATERIALS TESTI NG is INSPECTION 30 December 2014 Page # 6 of 8 b 141380g_limited geotech revised2 ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -1 Date Advanced: 23 Dec 2014 Logged by: Kevin L. Schroeder, P.G. Excavated by: Struckman's Backhoe Service Location: Eastern most station Depth to Water Table: 14 Feet bgs Total Depth: 14 Feet bgs Depth Field Description and USCS Soil and Sediment Sample Sample Depth QP Lab Feet bgs) Classification Type(Feet b Test ID Plow Zone Sandy Lean Clay Fills (CL -Fills): 0.0-1.5 Brown, moist, soft to medium stiff --Hi h in oranic waste materials 1.5-2.3 Lean Clay (CL): Dark brown, slightly moist, very 1.3-2.6 stiff to hard Silt (ML): Tan to whitish, dry to slightly moist, 2.3-4.3 very stiff to hard --Intermittent weak to moderate calcic cementation 4.3-5.9 Silty Gravel (GM): Brown, dry to slightly moist, medium dense to dense Poorly Graded Gravel with Sand (GP): Light 5.9-14 grayish -brown to gray, slightly moist to saturated, medium dense to dense Test Pit Log #: TP -2 Date Advanced: 23 Dec 2014 Logged by: Kevin L. Schroeder, P.G. Excavated by: Struckman's Backhoe Service Location: 1st station west of TP -1 Depth to Water Table: 15 Feet bgs Total Depth: 15 Feet bgs Depth Field Description and USCS Soil and Sediment Sample Sample Depth QP Lab Feet b s Classification Type (Feet bgs) Test ID Plow Zone Sandy Lean Clay Fills (CL -Fills): 0.0-1.3 Brown, moist, soft to medium stiff Hi h in or anic waste materials Silt (ML): Tan, dry to slightly moist, very stiff to 1.3-2.6 hard --Intermittent weak calcic cementation 2.6-3.4 Silty Gravel (GM): Brown, dry to slightly moist, medium dense to dense Poorly Graded Gravel with Sand (GP): Light 3.4-15 grayish -brown to gray, slightly moist to saturated, medium dense to dense 2791 S Victory View Way • Boise, ID 83709 • (208) 376.4748 Fax (208) 322-6515 www.mti-id.com • mt!Omti-id.com ropy i Thr( 2014 Mate rals Tesflny A oa,yaibrn hoc MATERIALS TESTING & INSPECTION 30 December 2014 Page # 7 of 8 b I4I380g_limited geotech revised2 I] Environmental Services D Geotechnical Engineering J Construction Materials Testing ❑ Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -3 Date Advanced: 18 Dec 2014 Logged by: Kevin L. Schroeder, P.G. Excavated by: Struckman's Backhoe Service Location: 2"d station west of TP -1 Depth to Water Table: Not Encountered Total Depth: 5.8 Feet bgs Depth Field Description and USCS Soil and Sediment Sample Sample Depth Qp Lab (Feet bgs) Classification Type(Feet bgs) Test ID Plow Zone Sandy Lean Clay Fills (CL -Fills): 0.0-1.3 Brown, moist, soft to medium stiff --Hi h in or anic waste materials 1.3-3.3 Silty Gravel (GM): Brown, dry to slightly moist, medium dense to dense Poorly Graded Gravel with Sand (GP): Light 3.3-5.8 grayish -brown to gray, slightly moist, medium dense to dense Test Pit Log #: TP -4 Date Advanced: 18 Dec 2014 Excavated by: Struckman's Backhoe Service Depth to Water Table: Not Encountered Logged by: Kevin L. Schroeder, P.G. Location: 3rd station west of TP -1 Total Depth: 7.9 Feet bgs Depth Field Description and USCS Soil and Sediment Sample Sample Depth QP Lab Feet bgs) Classification Type (Feet bgs) Test ID Plow Zone Sandy Lean Clay Fills (CL -Fills): 0.0-1.2 Brown, moist, soft to medium stiff --High in or anic waste materials 1.2-1.9 Lean Clay (CL): Dark brown, slightly moist, very stiff to hard Silt (NII,): Tan, slightly moist, very staff to hard 1.9-3.7 --Intermittent weak to moderate calcic cementation 3.7-5.6 Silty Gravel (GM): Brown, dry to slightly moist, medium dense to dense Poorly Graded Gravel with Sand (GP): Light 5.6-7.9 grayish -brown, slightly moist, medium dense to dense 2791 S Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www.mti-id.com • mti(dmti-id.com COav119111 C+20 19 m:,mnais T.1", m me"wvq , "u MATERIALS TESTI NG & INSPECTION 30 December 2014 Page # 8 of 8 b141380g_ united geotech revised2 0 Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing 0 Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -5 Date Advanced: 18 Dec 2014 Logged by: Kevin L. Schroeder, P.G. Excavated by: Struckman's Backhoe Service Location: 1St station east of TP -6 Depth to Water Table: Not Encountered Total Depth: 9.4 Feet bgs Depth Field Description and USCS Soil and Sediment Sample Sample Depth Qp Lab Feet bgs) Classification Type (Feet bgs) Qp Test ID 0.0-2.3 Plow Zone Sandy Lean Clay Fills (CL -Fills): 0.0-2.2 Brown, moist, soft to medium stiff Hi h in or anic waste materials 2.3-5.9 Silty Sand (SM): Brown, slightly moist, dense to 2.2-5.9 very dense --With weak to moderate calcic cementation 5.9-7.8 Silty Gravel (GM): Brown, dry to slightly moist, medium dense to dense 6.9-8.7 Poorly Graded Gravel with Sand (GP): Light 7.8-9.4 grayish -brown to gray, slightly moist, medium dense to dense Test Pit Log #: TP -6 Date Advanced: 23 Dec 2014 Logged by: Kevin L. Schroeder, P.G. Excavated by: Struckman's Backhoe Service Location: Western most station Depth to Water Table: 17 Feet bgs Total Depth: 17 Feet bgs Depth Field Description and USCS Soil and Sediment Sample Sample Depth Qp Lab (Feet bgs) Classification Type Feet bgs) Test ID 0.0-2.3 Roadway Fills (GP -Fills): Brown, moist, medium dense to dense Silt to Silty Sand (ML -SM): Brown, dry to 2.3-5.9 slightly moist, very stiff to very hard --Very strong calcic cementation from 3.9 to 5.5 feet of depth 5.9-6.9 Silty Sand (SM): Brown, slightly moist, medium dense to dense 6.9-8.7 Silty Gravel (GM): Brown, dry to slightly moist, medium dense to dense Poorly Graded Gravel with Sand (GP): Light 8.7-17 grayish -brown, slightly moist to saturated, medium dense to dense 2791 S Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www.mfi-id.com • mti onmti-id.com ropyrrylit a 2014 MiiWiels TW,,, s o-,s,m trt, mc. 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