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Application
ECEIVE FEB 1 1 2016 ��E IDIZ IAN;>� Planning Division REVIEW APPLICATION 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 ❑ City Council Review ❑ Short Plat ❑ Comprehensive Plan Map Amendment ❑ Time Extension: ❑ Comprehensive Plan Text Amendment Director/ Commission/Council (circle one) ❑ Conditional Use Permit ❑ UDC Text Amendment ❑ Conditional Use Modification ❑ Vacation: Director/Commission (circle one) Director/ Council (circle one) ❑ Development Agreement Modification ❑ Variance ❑ Final Plat ❑ Other ❑ Final Plat Modification Applicant Information Applicant name:C ><i Phone: 4i33 - ?00 Applicant address: �L -�. Al✓CN � sfC /01 Email: AW07a2W 0AdZli &ata-eew't City: 4",Cet,06 c t State: --W Zip: 93Gy2 7 PIC t Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned ❑ Other Ownername: TL pfoali«dure AA Phone: 4133 SooO Owner address: -:Z03 J; -A( 144/4 Email: 1:0M City: _ _ -_ , Mr, M Qq State: �Z� Zip: 53944 Agent/Contact name (e.g., architect, engineer, developer, representative): T/�.�z'O t.✓%� Firm name: 7l Gyy e/iOJCio �✓A/ P✓Qrv'rV�� Phone: 32%1 -994/2. Agent address::i;L�Sa, rJnqW Email: �t ,,f.3��iM ;/ G6Mn City: State: :7�� Zip: 36yZ Primary contact is: ❑ Applicant ❑ Owner jd Agent/Contact Information Location/street address: q,173 N 1*,,Yf114r.) ewJ Township, range, section: YN /W Assessor's parcel number(s): Sn4361y> 1,0- Total acreage: q -9 -011 -7 -1 -zoning district: S0y3C1?/ 24d Community Development . Planning Division • 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www meridimrcitv.oridplanniii -I- (Rev. 0 611 212 0 /4) Project/subdivisionname: WA, kAAcSs General description of proposed project/request: AAlu4a[1,6vu'�2ON)/'t 04'Ma99^n e6 A-$ZoJJCI��c/rw. ys�_�yP/Ql iar Proposed zoning district(s): A V Acres of each zone proposed: y0 •W!Ac Type of use proposed (check all that apply): 0 Residential 0 Office 0 Commercial 0 Employment O Industrial 0 Other Who will own & maintain the pressurized irrigation system in this development?. Which irrigation district does this property lie within? Self/tr S Primary irrigation source: Secondary: Square footage of landscaped areas to be irrigated (ii primary or secondary point of connection is City venter): .591 Residential Project Summary (if applicable) Number of residential units: IM Number of building lots: f!f 7 Number of common lots: 33 _ Number of other lots: Proposed number of dwelling units (for multi -family developments only): 1 bedroom: 2-3 bedrooms: Minimum square footage of structure (excl. garage): Minimum property size (s.f): "/&�M� 5'F Gross density (Per UDC 11-1A-1): 7+ P Net density (Per UDC 11-1A-1): 7• Acreage of qualified open space: 8, C% Percentage of qualified open space: Type and calculations of qualified open space provided in acres (Per UDC 11-3G-3B):_5CC I4/42t AM aS 4 or more bedrooms: Maximum building height: 35' Average property size (s.f.): '— Amenities provided with this development (if applicable): T t Q1. 1'A•alur LOJ�2i(/ �hM-•T Type of dwelling(s) proposed: 0 Single-family Detached R Single-family Attached 0 Townhouse ja Duplex 0 Multi -family ❑ Vertically Integrated 0 Other Non-residential Project Summary (if applicable) r Number of building lots: _ Gross floor area proposed: Hours of operation (days and hours): Common lots: Existing lots: Building height: Total number of parking spaces provided: Num>6r of compact spaces provided: Authorization Print applicant name: Applicant signature: Date: .� Community Development . Planning Division . 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 w v.mena irmeitv.orc/nlammne -2- (Rev. 0611212014) KENT BROWN PLANNING SERVICES February 3, 2016 Planning and Zoning, City Council Meridian City Hall 33 E. Broadway Ave Meridian, ID 83642 RE: Annexation of Whiteacre Subdivision Dear Commissioners and Council Members: Respectfully request the City of Meridian's approval to annex 40.88 acres into the City of Meridian. The site is surrounded by the City of Meridian, with existing water and sewer services available. The surrounding zoning is R-8 zoning on the west, north and east sides with R-4 zoning along the southerly property line. Sincerely, Kent Brown Planner The site consists of three separate parcels with the addresses of 4399, 4273 and 4015 North Meridian Road. We are proposing R-8 zoning which is compatible with Medium Density Residential designation in the Comprehensive Plan and is also compatible with the existing zoning surround the site. We look forward to your approval of this application for annexation and zoning into the City of Meridian. 3161 E Springwood Dr ♦ Meridian, Idaho 83642 ♦ Tel.: 208-871-6842 KENT BROWN PLANNING SERVICES February 10, 2016 Planning and Zoning, City Council Meridian City Hall 33 E. Broadway Ave Meridian, ID 83642 RE: Preliminary Plat Application for Whiteacre Subdivision Dear Commissioners and Council Members: Providence Properties LLC, respectfully requests the City of Meridian's approval for a preliminary plat for Whiteacre Subdivision. Whiteacre Subdivision consists of 197 single family lots and 33 common lots. The site is currently divided into three separate parcels, with each of the parcels having a single family home on them. Two of the homes will be removed and the home at 4399 N. Meridian Road will remain. Providence Properties request that they can get an early start permit for two building permits due to the fact that entire site would be allowed these permits after the homes have been removed. This infill development completes the street network on the westside of Meridian Road by connecting to all five existing stub streets into the neighborhood. We will have only one entrance on North Meridian Road, at a location preferred by ACHD staff. Our design team's efforts have been to design a residential neighborhood that fits with the existing neighboring subdivisions with lot sizes and buffering. Also provide for a mixture of residential t, lot sizes and building types. We have both attached qtr t and detached homes, with some of lots being mews, alley loaded and duplex lots. One example of this X, Mi design is the mews lots along the westside of the nil x park site. These lots will face to the east onto park. E This design element helps enhances the background when viewing the park site, as you will see the front yards and porches instead of back yards and fencing. h ,7' b k Design element of buffering can be shown along the g -- - southerly boundary line of the neighborhood where the White Drain, and the 10 foot wide regional pathway along the north side of the drain> This creates for a buffering of 40 feet on our side of the property. Then when combined with the open area from the Cedar Springs Subdivision No 1 who is located on the southside of the property we get a total of 80 feet of area between the back of residential lot to back of residential lot. Utilities for the site will be supplied by; Water by Meridian City Water, Sewer by Meridian City Sewer, School District by Meridian, Fire by Meridian, and hrigation by Settlers hrigation District. 3161 Springwood Dr ♦ Meridian, Idaho 83642 ♦ Tel.: 208-871-6842 Amenities for Whiteacre Subdivision is tot playground area located in the 2.78 acres park. The 10 foot wide regional pathway. We thank you for your help; if you have any questions feel free to contact me. Sincerely, Kent Brown, Planner Project No. 15-242 DESCRIPTION FOR WHITE ACRE ANNEXATION PARCEL January 18, 2016 A parcel of land located in the SE 1/4 of the NE 1/4 of Section 36, TAN., R.1 W., B.M., Meridian, Ada County, Idaho more particularly described as follows: BEGINNING at the El/4 comer of said Section 36, from which the Northeast comer of said Section 36 bears North 00°29'34" East, 2660.38 feet; Thence along the North boundary line of Cedar Springs Subdivision No. 1 as filed in Book 85 of Plats at Pages 9,554 through 9,556, records of Ada County, Idaho, North 89°09'35" West, 1,340.31 feet to the SE comer of Cedar Springs Subdivision No. 8 as filed in Book 94 of Plats at Pages 11,417 through 11,419, records of Ada County, Idaho; Thence along the East boundary line of said Cedar Springs Subdivision No. 8 North 00°28'47" East, 1326.68 feet to the SW comer of Ambercreek Subdivision No. 1 as filed in Book 97 of Plats at Pages 12,145 through 12,149, records of Ada County, Idaho; Thence along the South boundary line of said Ambercreek Subdivision No. 1 South 89°18'36" East, 1340.60 feet to the SE corner of said Ambercreek Subdivision No. 1, said point being on the East boundary line of said Section 36; Thence along said East boundary line South 00°29'34" West, 1,330.19 feet to the POINT OF BEGINNING. Containing 40.88 acres, more or less. Page 1 of 1 N JL m Qn of MR AMBLRCREEX SUBDIVISION NO. 7 O L010 O ©100 O p0 pS89'18'36"E 1340.60'010 t 40.88 ACRES A S.36 i S.31 ______ 1 4 " pp N89'09'35 "W 1340.31' 0 o D 0 0 II I O C� \O p p p p p p 3i ¢ Noures Lateral /p CEDAR SPR 4<CS SUBDIVISION NO. I 150 600 0 75 300 SCALE: 1 " = 300' Q BRASS CAP MONUMENT CALCULATED POINT I ------- PROPERTY BOUNDARY LINE --- SECTION LINE DB TOP OF BANK IDAHO14M E. WATERTOWER ST. SURVEYMEIRIDIAN, IDAH06 2 N13870 GROUP, P.C.(206) I C :T 00 31 '729 dIgII� S OF �Y G. GP% EXHIBIT DRAWING FOR WHITE ACRE ANNEXATION PARCEL LOCATED IN THE SE 1/4 OF THE HE 1/4 OF SECTION 36, TAN.. RAW.. B.M.. MERIDIAN, ADA COUNTY COUNTY. IDAHO 15-242 1/19/2016 IDAHO SURVEY GROUP January 27, 2016 CLOSURE SHEET FOR WHITE ACRES SUBDIVISION ANNEXATION DESCRIPTION Course: North 89°09'35" West Course: North 00°28'47" East Course: South 89°18'36" East Course: South 00°29'34" East 1450 East Watertower St- Suite tSuite 130 Meridian, Idaho 83642 Phone (206) 846-8570 Fax (208) 884-5399 Distance: 1,340.31' Distance: 1,326.68' Distance: 1,340.60' Distance: 1,330.19 Perimeter: 5,337.78' Area: 1,780,679 s.f. 40.88 acres Mathematical Closure - (Uses Survey Units) Error of Closure: 0.0062 Course: North 45°53'22" East Precision 1:860,932 Prepared by: Ida o Su ry roup P.C. N D F 729 o �9 qrF - y G.CP Gregory G. Carter, P.L.S. S:\ISG Projects\GEILE 40 ACRE BNDY TOPO 15-242\DocumentsWnnexation CLOSURES.rtf 138501.-10580 WARRANTY DEED FOR VALUE RECEIVED FAY N. WHITE and hIANDA R. WHITE, husband and wife, GRANTOR(s), does(do) hereby GRANT, BARGAIN. SELL and CONVEY unto RANDALL T. GEILE and PAMELA N. GEILE, husband and wife, GRANTEE(S), whose current address is: the following described real property in more particularly described as follows, to wit: County. State of Idaho, The North 250 feet of the SE4 NE's of Section 36, Township 4 North, Range 1 West, Boise Meridian Ada County, Idaho. Together with all water rights appurtenant thereto. 9213556 ADA G:'::;TY, I D. FORI-6 J. DAVID NAVA RRO RECORDER BY' 3 '92 MOB 6 RM 1139 TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Granice(s), and Grantce(s) heirs and assigns forever. And the said Gramor(s) does(do) hereby covenant to and with the said Grantee(s), that Grantor(s) isfarc the owner(s) in fee simple of said premises; that said premises arc free from all encumbrances, EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Gmntce(s); and subject to reservations, restric- tions, dedications, casements, right of way and agreements, (if any) of record, and general taxes and assessments, (includes irrigation and utility assessments, if any) for the current year, which are not yet due and payable, and that Grantor(s) will war- rant and defend the same from all lawful claims whatsoever. Dated, F I4. I WANDA X. WHITE AMNOWLEDGEMENT — Individual STATE OF giallo , County of Ada On this._ day of March , y the .year bF 1992 .beforem2 --' STATE OF IDAHO, COUNTY OF I hereby certify that this inseament was filed for record at the request of at minutes past o'clock m.. this day of 19 , in my office, and duly recorded in Book of Deeds at page w�l-{W Vu(a araxLiiauru wia.a-• known or Ex -Officio Whose name S are -_I.ul] 1cgctz me to l>S dt4 fSdd?. r' {cnuid}¢ n� 4 trumem; and acknowledged to me tEx-Officio Recorder hat t ed ttie saeyie-(z f '.., BY Deputy. ��. FeesS -�-Op OA Mail to: - i_ Project lu, 15-25o )�-WIr3/F f)ES RIP'lJON FOR dlunsary 7, "fills A parcel of lend located In the SE 1f4 Wine NE 1/ Of Section 36, T.4N_, R 1W., B,M,, Merdiah. Ada County. Idaho more particularly described as follows: Commencing at 1.1E corner of said Section 36, frorn which the E114 corner of said Section 36 bears thence South W29'34" West, 2660.38 feet: thence along the Past boundary fins 6f said Section Sit South 0029`34" West, 1,330, Ig feet to the SP carrier of Ambercreek Subdivision No 1 as hied in Book 97 of Plats at Pages 12,145 through 12,149, records of Ada County, Idaho; thence along the South boundary line of said Ambercreek Subdivision No. i North 899418'36" West, 991.49 feet the REAL POINT OF BEGINNING,- thence EGINNING, thence leaving said South boundary fine South 00041'24" West, 250,00 feet: thence North 8g" B'36' Voest, 348.18 feel to a point on the East boundary line of Cedar Springs Subd;Wswn No. 8 as filed in Book 94 of Flats at Pages 11,417 through 11,41 0, records of Ada County, Idaho, thence along said East boundary line North 00°2$'47" East, 250,00 feet to the SW corner of said Ambercreek Subdivision No. 1 thence along the South boundary line of said Ambercreek Subdivision NO, I South 89'18'38°' East; 349,11 feet to the REAL POINT OF BEGINNING, Coritaining 2.00 acres, more or less.. flgge or I For Value. Received Thirteen Hectare, LLC, an Idaho limited liability company hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Whiteacre Development Corporation hereinafter referred to as Grantee, whose current address is 701 S. Allen Street #104, Meridian Id 83642 The following described premises, to -wit: See Exhibit A attached hereto and made a part hereof To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s), and Grantees(s) heirs and assigns forever. And the said Gramor(s) does (do) hereby covenant to and with the said Gmnlee(s), the Grentor(s) is/are the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to U.S. Patent reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and current years taxes, levies, and assessments, includes irrigation and utility assessments, (if any) which are not yet due and payable, and that Grantor(s) will warrant and defend the same from an lawful claims whatsoever. Dated: February 3, 2016 Thirteen Hectare, LLC _ By: Lionwood Properties, LI -C and . DSCSB Two, LLC Its Managers Smith, Manager Don Brandt, M; Properties, LLC DSCSB Two, LLC State of Idaho, County of Ada On this t f y of Pebmaly in the year of 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared James W. Smith as Manager of Lionwood Properties, LLC and Don Brandt as Manager of DSCSB Two, LLC , which LLCs are known or identified to me to be the Managers of the Limited Liability Company that executed the foregoing instrument, and acknowledged to me that such Lit 't, iability hCompany executed the same Susan J. rritt Residing at: Caldwell Ids�S Commission Expires: 5-5-2017 ADA COUNTY RECORDER Christopher D. Rich 2016-010339 t� Q(� t' tT p . PIOIILGITI`I000. POINEERTITITLE COMPANY OF ADA COUNTY 02I051Y07803:$'Po 601X6 9£roso 8151 W. Rifleman Street Boise, ID 83704 ELECTRONICALLY RECORDED -DO NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS IT IS NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT File No. 582619 SRM/GL WARRANTY DEED For Value. Received Thirteen Hectare, LLC, an Idaho limited liability company hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Whiteacre Development Corporation hereinafter referred to as Grantee, whose current address is 701 S. Allen Street #104, Meridian Id 83642 The following described premises, to -wit: See Exhibit A attached hereto and made a part hereof To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s), and Grantees(s) heirs and assigns forever. And the said Gramor(s) does (do) hereby covenant to and with the said Gmnlee(s), the Grentor(s) is/are the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to U.S. Patent reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and current years taxes, levies, and assessments, includes irrigation and utility assessments, (if any) which are not yet due and payable, and that Grantor(s) will warrant and defend the same from an lawful claims whatsoever. Dated: February 3, 2016 Thirteen Hectare, LLC _ By: Lionwood Properties, LI -C and . DSCSB Two, LLC Its Managers Smith, Manager Don Brandt, M; Properties, LLC DSCSB Two, LLC State of Idaho, County of Ada On this t f y of Pebmaly in the year of 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared James W. Smith as Manager of Lionwood Properties, LLC and Don Brandt as Manager of DSCSB Two, LLC , which LLCs are known or identified to me to be the Managers of the Limited Liability Company that executed the foregoing instrument, and acknowledged to me that such Lit 't, iability hCompany executed the same Susan J. rritt Residing at: Caldwell Ids�S Commission Expires: 5-5-2017 Project No. 15-242 DESCRIPTION FOR DEVELOPMENT CORP. PARCEL January 18, 2016 A parcel of land located in the SE 1/4 of the N91/4 of Section 36, TAN., R.1 W, B.M., Meridian, Ada County, Idaho more particularly described as follows: BEGINNING at the El/4 corner of said Section 36, from which the Northeast comer of said Section 36 bears North 00°29'34" East, 2660.38 feet; Thence along the North boundary line of Cedar Springs Subdivision No. 1 as filed in Book 85 of Plats at Pages 9,554 through 9,556, records of Ada County, Idaho, North 8909'35" West, 584.66 feet; Thence leaving said North boundary line North 00°50'25" East, 144.00 feet; Thence North 09°38'23" West, 50.85 feet; Thence North 00°50'25" East, 104.79 feet; Thence South 89°18'36" East, 150.57 feet; Thence North 00°41'24" East, 153.58 feet; Thence South 89'18'36" East, 441.00 feet to a point on the East boundary line of said Section 36; Thence along said East boundary line South 00°29'34" West, 453.93 feet to the POINT OF BEGINNING. Containing 5.60 acres, more or less. Page I of I PioneerTitleCo 60/M6 9EYON0 8151 W. Rifleman Street Boise, ID 83704 ELECTRONICALLY RECORDED -DO NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS IT I8 NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT File No. 582619 SRM/GL ADA COUNTY RECORDER Chdslopher D. Rich 2016-010338 BOISE IDAHO Pgs=2 LISA BATT 02/05/2016 03:21 PM PIONEER TITLE COMPANY OFAOA COUNTY $1300 WARRANTY DEED For Value Received Pamela Niemann Geile, as her separate property and Paula Niemann Riggs, as her separate property hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Thirteen Hectare, LLC, an Idaho limited liability company hereinafter referred to as Grantee, whose current address is 203 11th Ave South Nampa, ID 83651 The following described promises, to -wit: See Exhibit A attached hereto and made a part hereof. Saving, excepting and excluding Idaho Department of Water Resources Water Right Permit No. 63-33844, ownership which shall be retained by the Grantor. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Gramee(s), and Grantees(s) heirs and assigns forever, And the said Grantors) does (do) hereby covenant to and with the said Grantee(s), the Grantors) islare the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered Or done by the Grantee(s); and subject to U.S. Patent reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and current years taxes, levies, and assessments, includes irrigation and utility assessments, (if any) which are not yet due and payable, and that Granter(s) will warrant and defend the same from all lawful claims whatsoever. garg7i—alipary 21, 2016 Ldir>-ivrvra✓ P` e a NiemCam Geile 7 / r Paula Niemann Riggs State of1,�14 C. ounty of On this �" day o4in the year oA.�befora me, the undersigned, a Notary Public in and for said State, personally appeared Pamela Niemann Ceile and Paula Niemann Riggs known or identified tome to be the person/persous whose name(s) is/are subscribed to the within instrwnent, and aclmowledged tome that be/shc/thev66,uted the same. Residing at: 1. Commission Expires: , ��'64.••"•"tom ?',r'•; 3 Eu `yDT,(py ?er!dln,I at Caldwell, ID Mr Commission ExDires: 05-05-2017 `a a,--VUBLiG "�TF Utr�l�t; EXHIBIT A Parcel SO436141950 The Southeast Quarter of the Northeast Quarter of Section 36, Township 4 North, Range I West, Boise Meridian,. Ada County, Idaho. Excepting therefrom the Northerly 250 feet, Also Excepting therefrom the Southerly 285 feet. Parcel SO436142200: The Southerly 285 feet of the Southeast Quarter of the Northeast Quarter of Section 36, Township 4 North, Range I West, Boise Meridian, Ada County, Idaho. For Value Received Randall T. Gene and Pamela N. Geile, husband and wife hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Thirteen Hectare, LLC, an Idaho limited liability company hereinafter referred ton Grantee, whose current address is 203 llth St South Nampa, ID 83651 The following described premises, to -wit: See Exhibit A attached hereto and made a part hereof. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s), and Grantees(s) heirs end assigns forever. And the said Grantor(s) does (do) hereby covenant to end with the said Gramee(s), the Grantors) is/ate the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Gramee(s); and subject to U.S. Patent reservations, restrictions, dedications, easements, rights of way slid agreements, (if any) of record, and current years taxes, levies, and assessments, includes irrigation and utility assessments, (if any) which we not yet due and payable, and that Grantor(s) will warrant and defend the same, from all lawful claims whatsoever. Dated: J, nary 20, 6 ' D v a Geese Pamela N. Geile - State of Idaahoo,,, County of Ada On this �1 day of February in the year of 2016,. before me, the undersigned, allotary Public in and for said State, personally appeared Randall T. Geile and Pamale N. Geile known or identified tome to be the person/ whosemame(s) is/are subscribed to the within instrument, and acknowledged to me that he/sh hey - ecuted the same. I yaUlvm.,.gq,.A, Susan J. Moffitt 3yrSSP ....^'a'l'ly 4 Residing at: Caldwell Id `'e f ,OTAA Commission Expires: 5-5-2017 y = N .-1'UBLLC .a= ADA COUNTY RECORDER Christopher D. Rich 2016-010330 /�rT /gyp p PioneertitleCo. POISEIDAHO NEER TITLE COMPANY OF AIA BAILEY DA COUNTY 02I05Y201603:$'l00 GOW rrromp 11151 W. Rifleman Street Hoise, ID 83704 ELECTRONICALLY RECORDED -DO NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS IT IS NOW INCORPORATED AS - - PART OFTHE ORIGINAL DOCUMENT File No. 582623 SRM/GL WARRANTYDEED For Value Received Randall T. Gene and Pamela N. Geile, husband and wife hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Thirteen Hectare, LLC, an Idaho limited liability company hereinafter referred ton Grantee, whose current address is 203 llth St South Nampa, ID 83651 The following described premises, to -wit: See Exhibit A attached hereto and made a part hereof. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s), and Grantees(s) heirs end assigns forever. And the said Grantor(s) does (do) hereby covenant to end with the said Gramee(s), the Grantors) is/ate the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Gramee(s); and subject to U.S. Patent reservations, restrictions, dedications, easements, rights of way slid agreements, (if any) of record, and current years taxes, levies, and assessments, includes irrigation and utility assessments, (if any) which we not yet due and payable, and that Grantor(s) will warrant and defend the same, from all lawful claims whatsoever. Dated: J, nary 20, 6 ' D v a Geese Pamela N. Geile - State of Idaahoo,,, County of Ada On this �1 day of February in the year of 2016,. before me, the undersigned, allotary Public in and for said State, personally appeared Randall T. Geile and Pamale N. Geile known or identified tome to be the person/ whosemame(s) is/are subscribed to the within instrument, and acknowledged to me that he/sh hey - ecuted the same. I yaUlvm.,.gq,.A, Susan J. Moffitt 3yrSSP ....^'a'l'ly 4 Residing at: Caldwell Id `'e f ,OTAA Commission Expires: 5-5-2017 y = N .-1'UBLLC .a= EXHIBIT A Thirteen Hectare, LLC Purchase Parcel A parcel of land located in the SE 1/4 of the NE 1/4 of Section 36, TAN., R.1 W., B.M., Meridian, Ada County, Idaho more particularly described as follows: Commencing at the NE comer of said Section 36, from which the E1/4 corner of said Section 36 bears thence South 00°29'34" West, 2660.38 feet; thence along the East boundary line of said Section 36 South 00°29'34" West, 1,330.19 feet to the Northeast corner of said SE 1/4 NE 1/4, said point also being the SE comer of Ambercreek Subdivision No. 1 as filed in Book 97 of Plats at Pages 12,145 through 12,149, records of Ada County, Idaho, said point being the REAL POINT OF BEGINNING, thence continuing along the said East boundary line South 00°29'34" West, 250.00 feet; thence leaving said East boundary line North 89018136" West, 992.35 feet; thence Ninth 00°41'24" East, 250.00 feet to a point on the North line of said SE 1/4 NE 1/4, said line also being the South boundary line of said Ambercreek Subdivision No. 1; thence along said boundary line South 89°1.8'36" East, 991.49 feet to the REAL POINT OF BEGINNING. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA I,/r,,�„Iw,r v�lonmeniL (�nr�p. 7D/ 5'. Q/1e�2 t�a J t /fib' (game) (address) �7¢ r� dna» /1J AND (city) (state) being first duty sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: laeu.dsneIC 40n0�Mvfle5i4C, -W.Jr, Alm 471- 1A 108, /%7trida/ar Z2 -V4A-? (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 harmless from any claim or liability resulting from any dispute as to tiie 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 gelated to processing said application(s). Dated this ad day of,Ga/rn:+.2 20 /t0 (Signa -Ric) A.eGl dt✓rr SUBSCRIBED AND SWORN to before nae the day and ear firstabove writs 2 I ���sggaoa�rrasag�r�r Notary Public for Idaho) 3 Residingat -6a1je� a f tti3� P6y aY-Q%9 My Commission Expires: 33 E Broadway Suite 210 • Meridian, Who 83642 Phone: (208)884-5533 f Facsimile: (208)888-6678 0 Website:www:meridianeity.org. iiTFID AVA,T O IX GAL INTlAAMST STATE or IDAHO COUNTY OF ADA 1,�iirlee n AdAfee, eo (frame) �a (address) (city) (state) being first doly sworn upon, oath, depose and say: That I sun the record owner of the property described on the attached, and I grant my Permission to: (nmlie) to submit theaccompinying application(s) pertaining to that property. 2. 1 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 oras to the ownership of the property which is the subject of the application. 3. Thereby 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 r ryl layof � j 20 SUBSCRIBED AND SWORN to before ore the day and year firs a &o written. (Notary Public for Idaho) Residing .;C©111 My Commission ?xptres torsi Ission t-xtrsrE; : ffi-X1:3.2017 33 L Broadway Suite 210 o Meridian, Idaho 83642 Phone: (208) 884-5533 a Facsimile: (208) 888-6678 0 Website: www.arerldiiticity.org AFFIDAVIT OF Lf.,GAL INTEREST S1 ATE WIDOW -� i'tbl;M Y OF ADA r ct7r{aAct i Gie-ii � c IFi-t (4! rig'4 low ! am the rc'�trd oit ncr o' ttty p rorx-m .�L.cr h._�,� „Ta 11 e .�ttcs�hczi. acrd i grunt ink. 1VTOR'skle to, 444t .... 'ii Lb.S„7""i}"c r✓`y, h 1.L�h 'Si�%� 14 Ri m� ala the uCtekEilp.tdt}HY9:'' j'ni7a'«1ii5F!'?moi ri:`au1f53371 Ni, r?S'ojvvt3_ n. 3 . I<c to 151"f i m!E . do.Rn3 i tiv owd the Qq 01 ',ii-'rdcVP mod HN zt;q, ut, (twr"S [V" fopmd wln claim s t Iiih Zvi, S b. aF77v Irnir ❑ i3� d. W N" `k2a'PFla;iiis 0T 3urcul t". a, t{mxlae a�u tae=•#.i;� u1 ria, pm r ..hko A is ,,,rix` , , . W r;Q.r i..r 1m, I hexch .:; a(fr? >tt ^'cxS i r3[ M. 1.9 nwil l%v3alvi 3a n.iaject j.7 ¢@'iM P�}k 0e: tT3.e.:1Sd23FSiie. 9'SipS:'31Ui`s' 3 tiC BSCR4BLO AND WORN t„ KIM romo the dy mul year iirxc t xne wn1wn hkont F is 9au "'� Sarx Z• 33 is„� ru.w '{ 3 ®„ s Ajcoels: kA'v'k$�£'x'x'� , pick IandprowbATA WHITE ACRE SUBDIVISION M SETTLERS PARK Jan 15, 2016 - IandproDATA.com The materials available at this web site are for informational CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name: Geile Sub. Date: 12111/15 Applicant(s)/Contact(s): Kent Brown City Staff: Bill, Josh, Bruce Location: 4015 4273 4399 Meridian Road Size of Property: 40 acres Comprehensive Plan FLUM Designation: Design Guidelines Development Context: ❑ Urban ❑ Urban/Suburban Z Suburban ❑ Rural Existing Use: Agricultural/residential Existing Zoning: RUT Proposed Use: Single family residential Proposed Zoning: R-* Surrounding Uses: Single family residential Street Buffer(s) and/or Land Use Buffer(s): 25 foot landscape buffer along Meridian Road Open Space/Amenities/Pathways: Access/Stub Streets/Street System: N. Ambercreek Ave, W. Fallen Leaf Dr., N. Alester Ave., N. Elsinore Way Sewer & Water Service: Waterways/ Floodplain/Topography/Hazards: History: N/A Additional Meeting Notes: A 25 foot landscape buffer will be required along the entire frontage of Meridian road, including in front of The homes that are proposed to remain will need to be readdressed Note: A Traffic Impact Study (TIS) will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays & expedde the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s) at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions, impact fees and process. Other Agencies/Departments to Contact: ® Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Mod ification(fransfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat ❑ Annexation ❑ Final Plat ❑ Time Extension — Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment— Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text ❑ Preliminary Plat ❑ Variance ❑ Conditional Use Permit ❑ Private Street ❑ Other Notes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application requiring a public hearing (except for a vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during lllltli V - Development Serui Hal Division Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 Community Development Department (2081887-2211 PRE -APPLICATION MEETING NOTES I,.- -f Date. VZ -.i 1-1 Projecf/Subdivision Name: Development Services Staff. Mapping Provided.Lyr Y ❑ N Domestic Water Service, Gynr/1AAL dS Gt.%t�a�.t rat-t�.1- l° Mapping Providedr o N' Reuse Mapping Provided: o Y o N Waterways/Ftoodplain/TopographyMazardsr .-u-t...S Mapping Provided: ❑ Y Gravity/Pressurized irrigation: Street Provided: fi(Y o N The City of. Meridian's Improvement Standards for $treat Lighting can be foundonline at htto:pwwvr,meridiencity.orolou6Fio works.asox?id=272 Additional Meeting Notes: C;1Use \tifredleton\DesktoplftFApplrcauou We ,N.1.,d. I ew 10002015 116ACj<Iri JGt.. il;.Sl Jam. NEIGHBORHOOD MEETING FORM Start Time of Neighborhood Meeti ng: PA End Time of Neighborhood Meeting: -),Jyo PRINTED NAME ADDRESS, CITY, STATE, ZIP 3. Qr, GZAh.C-s Y.3C}-Aqw`�"1., '/Y? L,2 154u -EAI l :-AF WA 6. SohV\ V\ 11 17 Neighborhood Meeting Form Page 2 of 3 December 23, 2015 RE: Notice of Neighborhood Meeting for Whiteacre Subdivision Dear Resident: Meridian City Code requires a meeting between theapplicantsof proposed applications to the city and land owners within 300 feet of the proposed property this letter is notice of a meeting to review and discuss the details of the annexation and single family subdivision at 4399 & 4273 & 4015 Meridian Road.. The applications to the city will be an annexation and preliminary plat. This is not a public hearing; public officials will not be present. If you have any questions . regarding this Meridian City Code regard neighborhood meeting requirements, please contact the Development Services at (208)884-5533. If you have question regarding the application, please contact me Kent Brown. Purpose: To review proposed Annexation and Preliminary plat of 39.7 acres, at 4399 & 4273 & 4015 N Meridian Rd. When: Tuesday, January 5th, 2015 starting 6:30 pro Where At Meridian City Hall conference room At 33 E Broadway Ave. Description: Annexation of 39.7 acres and Single Family Subdivision Preliminary plat If you have any questions about the meeting or proposed development project, please contact: Kent Brown (208) 871-6842 Sincerely, Kent Brown Project Planner OWNER OWNER AMBERCREEK HOA INC 4098 N BEAHAM PL 104 E KAIBAB TRAIL ST 6223 N DISCOVERY WAY MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 BOISE, ID 83713-0000 AMERICAN HOMES 4 RENT PROPERTIES OWNER OWNER NINE LLC 3946 N ELSINORE WAY 101 W ANTON ST 30601 AGOURA RD STE 200 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 AGOURA HILLS CA 91301 OWNER OWNER OWNER 4234 N PORTAGE AVE 442 W FALLEN LEAF DR 2495 N Tricia Way MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4430 N PORTAGE AVE PO BOX 109 4115 N ALEXIS AVE MERIDIAN, ID 83646-0000 MCCALL, ID 83638-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 211 W WHITE SANDS DR 4401 N BEAHAM AVE 163 W LAVA FALLS DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4432 N ALESTER AVE 97 W LAVA FALLS DR 611 W TWO RIVERS DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 EAGLE, ID 83616-0000 OWNER OWNER BURNEY GLEN NEIGHBORHOOD 380 LEEWARD CT 4225 N PORTAGE AVE ASSOCIATION INC OCEANSIDE, CA 92054-4645 MERIDIAN, ID 83646-0000 9601 W STATE ST #203 BOISE, ID 83703-0000 OWNER OWNER OWNER 170 W WHITE SANDS DR 2174 E REDWICK DR 1219 N 13TH ST MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 BOISE, ID 83702-0000 OWNER OWNER CEDAR SPRINGS NEIGHBORHOOD ASSOCIATION INC 3977 N BARRON WAY 101 E RED ROCK ST MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 PO BOX 1090 MERIDIAN, ID 83680-0000 CEDAR SPRINGS NORTH OWNER OWNER NEIGHBORHOOD ASSOC INC 458 W JORDANELLE DR 87 W WHITE SANDS DR PO BOX 1090 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN. ID 83680-0000 OWNER OWNER OWNER 117 W WHITE SANDS DR 124 W ANTON ST 4054 N BEAHAM PL MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 3970 N ELSINORE WAY 139 W LAVA FALLS DR 4173 N BEAHAM PL MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4418 N PRICE AVE 4075 N BEAHAM PL PO BOX 1286 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83680-0000 OWNER OWNER OWNER 4863 BRONZE SPUR DR 266 W WHITE SANDS DR 96 W WHITE SANDS DR NAMPA, ID 83687 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 3901 N PRICE WAY 3922 N ALESTER AVE 115 W LAVA FALLS DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4464 N PORTAGE AVE 4466 N PRICE AVE 4076 N BEAHAM PL MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4212 N PORTAGE AVE 4099 N BEAHAM PL 5148 S SEMINOE CIR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 BOISE, ID 83709-0000 OWNER OWNER OWNER 4164 N BEAHAM PL 176 W ANTON ST 430 W JORDANELLE DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 3920 N ELSINORE WAY 373 W WHITE SANDS DR 250 W WHITE SANDS DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER GEILE PAMELA NIEMANN GEILE PAMELA NIEMANN 4473 N BEAHAM AVE 4399 N MERIDIAN RD 4399 N MERIDIAN RD MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 GEILE RANDALLT OWNER OWNER 4399 N MERIDIAN RD 3900 N PRICE WAY 4376 N PORTAGE AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4142 N BEAHAM PL 471 W JORDANELLE DR 4371 N BEAHAM AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4450 N PRICE AVE 4434 N PRICE AVE 4429 N PRICE AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4331 N BEAHAM AVE 4010 N MERIDIAN RD 140 W ANTON ST MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER HEARTLAND HOMES 4446 N ALESTER AVE 486 W JORDANELLE DR 2358 S TITANUIM PL MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83642-0000 OWNER OWNER OWNER 4246 N PORTAGE AVE 158 W ANTON ST 408 WANTON DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 452 W GREAT BASIN DR 4473 N ELSINORE AVE 122 E ANTON ST MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4124 N ALEXIS AVE 4201 N PORTAGE AVE 120 W WHITE SANDS DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 103 W LAVA FALLS DR 4315 N BEAHAM AVE 4193 N PORTAGE AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 508 N CLEARPOINT WAY 187 W LAVA FALLS DR 4398 N PORTAGE AVE EAGLE, ID 83616-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 500 W YOSEMITE DR 4459 N ELSINORE AVE 227 W WHITE SANDS DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4445 N ELSINORE AVE 410 W FALLEN LEAF DR 259 W WHITE SANDS DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 194 W ANTON ST 26911 STEWART LN 436 W ANTON DR MERIDIAN, ID 83646-0000 WILDER, ID 83676-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4217 W CLINTON AVE 3911 N BARRON WAY 163 W ANTON ST BOISE, ID 83706-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 141 W ANTON ST 84S RANCH RD 425 W YOSEMITE DR MERIDIAN, ID 83646-0000 EAGLE, ID 83616-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4437 N BEAHAM AVE 3296 CHEMIN DE RIVIERE 4097 N ALEXIS AVE MERIDIAN, ID 83646-0000 SAN JOSE, CA 95148 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 491 W GREAT BASIN DR 465 W GREAT BASIN DR 1028 E CAYMAN DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83642-0000 OWNER OWNER OWNER PO BOX 6866 PO BOX 428 30789 SAIL LN BOISE, ID 83707-0000 MERIDIAN, ID 83680-0000 MENIFEE, CA 92584-6993 OWNER OWNER OWNER 249 W LAVA FALLS DR 4040 N ALEXIS AVE 3902 N ALEXIS WAY MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4193 N BEAHAM PL 192 W WHITE SANDS DR 483 W YOSEMITE DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4359 N BEAHAM AVE 1977 E Overland Rd 4474 N ALESTER AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 464 W ANTON DR 3950 N ALESTER AVE 4263 N BEAHAM AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 521 STAGE LINE PL 521 STAGE LINE PL 4059 N ALEXIS AVE MIDDLETON, ID 83644-0000 MIDDLETON, ID 83644-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 218 W WHITE SANDS DR 4231 N BEAHAM AVE 234 W WHITE SANDS DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 341 W WHITE SANDS DR 204 W WHITE SANDS DR 4290 N PORTAGE AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 233 W LAVA FALLS DR 4186 N BEAHAM PL PO BOX 1051 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83680-0000 OWNER OWNER OWNER 101 W WHITE SANDS DR 304 W ANTON DR 325 W WHITE SANDS DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4078 N ALEXIS AVE 3915 N ALEXIS WAY 492 WANTON DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4455 N BEAHAM AVE 1607 NW 80TH ST 4445 N PRICE AVE MERIDIAN, ID 83646-0000 VANCOUVER,WA 98665 MERIDIAN, ID 83646-0000 OWNER SECRETARY OF HOUSING & URBAN OWNER 4268 N PORTAGE AVE DEVELOPMENT 427 W GREAT BASIN DR MERIDIAN, ID 83646-0000 2401 NW 23RD STE 1D MERIDIAN, ID 83646-0000 OKLAHOMA CITY, OK 73107 OWNER OWNER OWNER 4419 N BEAHAM AVE PO BOX 2310 330 WANTON DR MERIDIAN, ID 83646-0000 SUN VALLEY, ID 83353 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 135 W ANTON ST 4364 N PORTAGE AVE 397 ADA WAY MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OAKLAND, CA 95361 OWNER SOLITUDE PLACE SUB HOA INC OWNER 382 WANTON DR 6126 W STATE ST #107 215 W LAVA FALLS DR MERIDIAN, ID 83646-0000 BOISE, ID 83703-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 16841 LEAFWOOD CIR 3977 N LEZANA AVE 101 E KAI BAB TRAIL ST HUNTINGTON BEACH, CA 92647 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER SUNDANCE HOA OWNER 4415 N PORTAGE AVE 6126 W STATE ST 105 E KAI BAB TRAIL ST MERIDIAN, ID 83646-0000 BOISE, ID 83703-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 184 W WHITE SANDS DR 4460 N ALESTER AVE 96 E ANTON ST MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4151 N BEAHAM PL 4404 N ALESTER AVE 4453 N PORTAGE AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4106 N ALEXIS AVE 291 W WHITE SANDS DR 3945 N BARRON WAY MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 103 E HAVASUPAI ST 395 W WHITE SANDS DR 4387 N PORTAGE AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 OWNER OWNER OWNER 4440 N BEAHAM AVE 181 W WHITE SANDS DR 331 25TH AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 SAN FRANCISCO, CA 94121-1911 OWNER OWNER 439 W GREAT BASIN DR 3978 N ALESTER AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the signs) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. Applicant/agent signature ';�-3-1,C Date 33 E. Broadway Avenue, Suite 102 - Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridimcity.org C�E II7IANr Community Development Parcel Verification Date:2/9/16 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 Parcel Numbers T/R/S: Property Owners Whiteacre Subdivision 50436142200 50436141950 50436141850 4N 1W 36 (8.77 Acres) (24.47 Acres) (7.7 Acres) Pamela Neimann Geile 4399 N. Meridian Rd. Meridian, ID 83646 Randall T. Geile 4399 N. Meridian Rd. Meridian, ID 83646 (1st two parcels listed) (last parcel listed) Address Verification Rev: 04/23/12 q� ul d m C 0 v ECL G ;a illi � iit tp 10 N N N CL w " 4 0 �.CD 3 3 � y v n O m d b O N n O: ID N fl C N � t] 4 D m N N tD C t9 j CD j 'G m 3 N O n � A 'K C ^^� 9 N G p !7 N, m a m cs n B a n N o n co N v � T m tG3i m G N � O ST n N m m ADA COUNTY STREET NAME COMMITTEE STREET NAME EVALUATION Evaluation Date: January 28, 2016 Project Name: Township/Range/Sectio n: WHITEACRE SUB 4N 1W 36 Parcel Number: 50436141850, SO436141950, 50436142200 City/County Agency: MERIDIAN Project/Plat Applicant: Kent Brown Phone No: Preliminary Plat B Final Plat The street name comments listed below are made by the member of the ADA COUNTY STREETNAME COMMITTEE (Under the direction of the Ada County Assessor) regarding this development/project 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 constraints and or previous recorded plat street alignments. The following existing street names shall appear on plat: IF HAI CIN f1R W FALLEN LEAF ST Please make the following changes or corrections: Please replace blank E/W street south of Ambercreek & Aleste_r with W WHITE SANDS ST Please replace blank E/W street south of Kaibab Trail with W WANDA ST Please replace blank E/W street south of W Wanda St with W HALPIN ST _ Please replace blank N/S street west of N Alester Ave with W AMBERCREEK AVE NOTE: If there are corrections and changes recommended, please make these changes on 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. Page 1 of 2 N MERIDIAN RD ✓ E WHITESANDS ST, Core Street Recommended for denial Proposed street names: Approved Denial -Reason code pg 2 Comment NALESTERAVE - ✓ X 1 2 N AMBERCREEK AVE t/ X 3 N ELSINORE AVE v X 4 W FALLEN LEAF ST . V X 5 W HALPIN ST , ✓ X 6 W KAIBABTRAILST ✓ X 7 N PRICE AVE V X _ 8 N PRICE PL - V X 9 W WANDAST • V X 10 W WHITE SANDS ST/ ✓ X 11 WYOSEMITEST , X Please make the following changes or corrections: Please replace blank E/W street south of Ambercreek & Aleste_r with W WHITE SANDS ST Please replace blank E/W street south of Kaibab Trail with W WANDA ST Please replace blank E/W street south of W Wanda St with W HALPIN ST _ Please replace blank N/S street west of N Alester Ave with W AMBERCREEK AVE NOTE: If there are corrections and changes recommended, please make these changes on 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. Page 1 of 2 Agency Name Ada County Highway District Ada County Sheriff City Addressing City Planning and Zoning City Fire Department Ada County Assessor ADA COUNTY STREET NAME COMMITTEE STREET NAME EVALUATION Meeting Date: January 28, 2016 Subdivision Name: WHITEACRE SUB Codes/criteria regarding denial A Sounds like an existing street 8 Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other 1'Z.8-14 Page 2 of 2 f 1 Inch = 300 feet Bill Parsons From: Mindy Wallace <Mwallace@achdidaho.org> Sent: Monday, February 29, 2016 9:19 AM To: Bill Parsons Cc: 'marmuth@hubblehomes.com' Subject: Whiteacres TIS am AND has accepted the Whiteacres traffic impact study. Please let me know if you have any questions. Mindy Mindy Wallace, AICP Planner III Ada County Highway District 208-387-6178 Thompson Engineers Traffic Impact Study Whiteacre Subdivision, Meridian, Idaho Traffic and CIMI Inc. Table of Contents EXECUTIVESUMMARY ........................................................................................................................... I Introduction............................................................................................................................................... I ProposedDevelopment.............................................................................................................................1 StudyArea................................................................................................................................................ l Conclusions............................................................................................................................................... l INTRODUCTION.........................................................................................................................................3 PROPOSEDDEVELOPMENT....................................................................................................................4 STUDYAREA CONDITIONS....................................................................................................................5 StudyArea................................................................................................................................................5 LandUse...................................................................................................................................................5 STUDYPERIOD..........................................................................................................................................5 BuildOut Year..........................................................................................................................................5 HorizonYear.............................................................................................................................................5 EXISTING CONDITIONS...........................................................................................................................5 RoadSystem.............................................................................................................................................5 TrafficVolumes........................................................................................................................................5 DailyTraffic..............................................................................................................................................7 SystemImprovements...............................................................................................................................7 AccidentAnalysis.....................................................................................................................................7 PROJECTEDTRAFFIC...............................................................................................................................7 BackgroundTraffic...................................................................................................................................7 OffSite Traffic..::......................................................................................................................................8 TripGeneration.........................................................................................................................................9 TripDistribution.......................................................................................................................................9 SiteTraffic..............................................................................................................................................10 TotalTraffic............................................................................................................................................12 TRAFFICANALYSIS................................................................................................................................13 Capacity Analysis and Level of Service.................................................................................................13 IntersectionAnalysis........................................................................................................•,..,..................13 SignalWarrant Analysis.........................................................................................................................14 SiteAccess..............................................................................................................................................14 SiteCirculation.......................................................................................................................................14 RoadwayAnalysis..................................................................................................................................15 Travel Demand Management.............................................................................................._...................15 TurnLanes..............................................................................................................................................15 DISCUSSIONS...........................................................................................................................................18 RoadwayImprovements.........................................................................................................................18 Required Due to Existing Traffic Conditions.....................................................................................18 Required Due to Background Traffic Conditions...............................................................................18 Required Due to Total Traffic Conditions..........................................................................................18 On-site Traffic.........................................................................................................................................18 CONCLUSIONS.........................................................................................................................................18 C:WyerslDebbielDropboxWent Brown Planning SharedUb planninglGeilel Whiteacre TIS.docx Page Traffic Impact Study ThompsonEngineers Whiteacre Subdivision, Meridian, Idaho Traffic and Civil Ins. List of Figures Figure1 - Project Location............................................................................................................................3 Figure2 - Preliminary Site Plan....................................................................................................................4 Figure 3 - Existing AM Peak Hour Conditions.............................................................................................6 Figure 4 - Existing PM Peak Hour Conditions..............................................................................................6 Figure 5 - Build Out Year AM Peak Hour Background Traffic....................................................................8 Figure 6 - Build Out Year PM Peak Hour Background Traffic....................................................................8 Figure7 - Trip Distribution.........................................................................................................................10 Figure 8 - AM Peak Hour Site Traffic........................................................................................................11 Figure 9 - PM Peak Hour Site Traffic.........................................................................................................11 Figure 10 - Build Out Year Total AM Peak Hour Traffic...........................................................................12 Figure 11 - Build Out Year Total PM Peak Hour Traffic...........................................................................12 Figure 12 - Internal Daily Traffic Volumes................................................................................................14 Figure 13 - Left Turn Lane Guideline for Two Lane Roads, 40 MPH or less............................................16 Figure 14 - Right Turn Lane Analysis.........................................................................................................17 List of Tables Table1 - Daily Traffic..................................................................................................................................7 Table 2- Roadway Accident Summary 2010-2014.......................................................................................7 Table3 - Trip Generation..............................................................................................................................9 Table 4 - AM Peak Hour Intersection Summary.........................................................................................13 Table 7 - PM Peak Hour Intersection Analysis Summary..........................................................................13 Table8 - Roadway Segment Analysis........................................................................................................15 Table7 - Left Turn Lane Data.....................................................................................................................16 Table 10 - Right Turn Lane Data................................................................................................................17 C. I UserslDebbielDropboxXent Brown Planning Sharedlib planninglGeile l Whileacre TIS.docx Page ii Traffic Impact Study Thompson Engineers Whiteacre Subdivision, Meridian, Idaho TraNls and Civil 041k, Inc. EXECUTIVE SUMMARY Introduction Thompson Engineers, Inc_ has been retained to prepare a traffic impact study for the proposed Whiteacre Subdivision in Star, Meridian. The project is located on Meridian Road. The purpose of this study is to evaluate the potential traffic impacts resulting from the project and make recommendations for mitigation of the impacts. The study is prepared in accordance with the requirements of the Ada County Highway District. Proposed Development The project is a residential development of approximately 197 single family dwelling units. The preliminary plat was not finalized at the time of this report. The site is expected to access the transportation system primarily via Meridian Road, however it will also have access to the transportation system via existing stub streets to other developments. Study Area The area of influence is anticipated to be west Ada County, Idaho, including the City of Meridian. The primary impacts will be along Meridian Road and McMillan Road. The study area will include the intersections of: ■ Halpin Drive and Meridian Road ■ Summit Way and McMillan Road Conclusions Below are the findings of this report: ■ Based on the trip generation methods recommended in the Trip Generation Manual, the site will generate 1875 trips per day, of which 147 trips will occur during the AM peak hour and 197 trips will occur during the PM peak hour. ■ The site will access the transportation system primarily via Meridian Road. The site will also connect to existing stub roads which will also provide access to the transportation system ■ The intersection of McMillan Road and Summit Way will operate at acceptable levels of service under background and total traffic conditions in the build out year. The critical peak hour is in the PM peak hour. • The intersection of Meridian Road and Halpin Drive will operate at acceptable levels of service under background and total traffic conditions in the build out year. The critical peak hour is in the PM peak hour. ! Meridian Road is expected to operate at an acceptable, better than LOS E in the build out year based on the ACHD policy for primary arterial roads. ■ McMillan Road is operating at worse than LOS D under existing traffic conditions on the ACHD policy for minor arterial roads. McMillan Road will need to be C.-WsersOebbielDropboxWent Brown. Planning SharedlkbplanninglGeilei Whiteacre T(S.docx Page 1 Traffic Impact Study ThompsonEngineers Whiteacre Subdivision, Meridian, Idaho 7raHlc and Civil Inc. widened to three lanes to operate at LOS D or better. With three lanes, McMillan Road will operate at LOS D or better under total traffic conditions. ■ The proposed site plan provides good circulation and good connectivity to other developments. R The site approach on Meridian Road will align with Halpin Drive, and is in conformance with ACHD access standards. A left turn lane is warranted. A right turn lane is not warranted/ R A left turn lane is not warranted on westbound McMillan Road at the intersection with Summit Way. This project does not contribute traffic to that movement. In fact, by providing alternative access, it is anticipated that the left turn volume will actually decrease. This project contributes about 1.5% more traffic to the intersection. CclUsers0ebbie0ropboxXentBrown Planning SharedlkbplanninglGeilel"neacreTIS. docx Paget ThompsonEngineers rrattls and Civil 04,64. Inc. INTRODUCTION Traffic Impact Study Whiteacre Subdivision, Meridian, Idaho Thompson Engineers, Inc. has been retained to prepare a traffic impact study for the proposed Whiteacre Subdivision in Star, Meridian. The project is located on Meridian Road, between McMillan Road and Ustick Road, approximately as shown in Figure 1. The purpose of this study is to evaluate the potential traffic impacts resulting from the project and make recommendations for mitigation of those impacts. In particular, the scope of the study includes the following: f Trip generation of the proposed development ■ Trip distribution and traffic assignment of the site generated traffic ■ The capacity of the transportation system to support the development ■ Intersection treatment of the site access points Figure I - Project Location t: 3ek Or ' it ra ercloud Way N eolleglo or Dr Five Mite ` St: W Monument St W White Sands Or Meridien W Yosemite Or 4° d Z z W W Ashby or W Stanhope St E McMillan Rd E Kolb Protect E Heiptn Or WOW E Burney Glen l E Anton St 10t W Ashby Or Selllecs Perk Settlors Park E Moskee St E Wast Or Gesswy Of 2 E Ustick Rd � z C:IUsers0ebbie0rophoxXent Brown Plannirxg SharedlkbplanninglGeilel Whiteacre TIS.docx Page 3 i Traffic Impact Study ThompsonEngineers Whiteacre Subdivision. Meridian, Idaho Traffic and CMI'Ok.Inc. - -- PROPOSED DEVELOPMENT The project is a residential development of approximately 197 single family dwelling units on approximately 35 acres. The preliminary plat was not finalized at the time of this report. A preliminary site plan is shown in Figure 2. The site is expected to access the transportation system primarily via Meridian Road, however it will also have access to the transportation system via existing stub streets to other developments. The stub streets will provide the most direct access to the transportation system than the primary entrance on to Meridian Road. Figure 2 - Preliminary Site Plan .� I i' `_ ,• T I — _ —_ { : I� as --, l,1 54 M F 1it3 i N i4 1 _ ,s ,t 14 14I a7 4t !! I 4a 4 41 M N w I 41 QAft st M p , I0 { I ! I F a 1 , ? P � � I ¢ J 73 1 ! Y If '{ 1 Ir _ 76 A 2,F a � t_ _ - e7 t $� s - j ——t —T— —� L11 LL" ILI { •o_qq Irt -,f J,u 4 � r C:Wsers0ebbielDrapboxXentBrown Planning SharedlkbplanninglGeilelWhiteaereTGS.doex Page Traffic Impact Study Thompson Engineers Whiteacre Subdivision, Meridian, Idaho rrzanas and Civil Me. STUDY AREA CONDITIONS Study Area The area of influence is anticipated to be west Ada County, Idaho, including the City of Meridian. The primary impacts will be along Meridian Road and McMillan Road. The study area will include the intersection of Halpin Drive and Meridian Road and Summit Way and McMillan Road, as determined by a model run of the COMPASS transportation model. Land Use The site is within the Meridian City Limits and is currently used for agricultural purposes. It is not currently zoned by the City of Meridian. The Meridian Comprehensive Plan shows this area as medium density housing. STUDY PERIOD Build Out Year The Build out Year for this project is assumed to be 2020 to correspond with COMPASS data and other development. The actual build out of the site will depend on market conditions and project implementation. Horizon Year 2030 was selected as the horizon year, in accordance with the requirements of the Ada County Highway District. EXISTING CONDITIONS Road System Meridian Road is classified as a principal arterial road by ACHD, In the vicinity of this project, it has one through lane in each direction, and narrow shoulders. Lanes are approximately 12 feet wide. It does not have curb and gutter on either side of the roadway. It has a posted speed of 35 MPH in front of the project. McMillan Road is classified as a minor arterial road by ACRD. In the vicinity of this project, it has one through lane in each direction, and narrow shoulders. Lanes are approximately 12 feet wide. It does not have curb and gutter on either side of the roadway. It has a posted speed of 40 MPH in the vicinity of the project. Traffic Volumes AM and PM Traffic counts were obtained at the intersections in the study area the week of December 1, 2015. Existing AM Peak Hour traffic volumes are shown in Figure 3. Existing PM Peak Hour traffic volumes are shown in Figure 4. C.9 UserslDebbieOrophoxXentBrown Planning Shared1bplanninglGeiWWhiteacreTIS. doez Page Thompson Engineers Traffic and Civil Inc. Figure 3 - Existing AM Peak Hour Conditions Traffic Impact Study Whiteacre Subdivision, Meridian, Idaho McMillan R {� 15 2 19 5/� 16 575 481 20 15 25 3 33 W White Sands Or Sands 0� W �act1 00 0 N ;emite Or n m 0. 2 Figure 4 - Existing PM Peak Hour Conditions N 1Ipf =Rd 2 zz z z1 16 L�< n33 437 0645 37 �^s {� 49 12 2 38 Sands 01 aY a W White Sands Or DV W 0 Ja Q.t r� m :smite Or Q c' m E McMillan Rd z 0 397 14 �38 o�J 00 01:1� �13 C 0 a x.27 B.S 0 339 T E McMillan Rd Z 0 408 18 4l �s- 01:1� �13 0 r-,\,<�==0 0 r (:=21 / w o 453 12 IIIt'rr/ =E= Halpin Or C:WserslDebbielDropboxXeni Brown Planning Sharedlkb planningiGeilelWhiteacre TIS.docx Page 6 ThompsonEngineers Traffic and Civil'aak.Inc. Daily Traffic Trak Impact Study Whiteacre Subdivision, Meridian, Idaho Daily counts on were obtained by L2 Data Collection on January 5, 2016. Table 1- Daily Traffic Roadway Segment Location Daily Volume Direction Peak Hour Count Date McMillan Road W. of Meridian 11717 EB AM 639 I/5/16 WB PM 744 1/5/16 Meridian Road S. of McMillan 9812 SB AM 442 1/5/16 NB PM 470 1/5/16 System Improvements There are no projects in the ACHD Five Year Capital Improvement Plan that would add capacity to the transportation system, or change traffic patterns in the study area of this project. The 20 Year Capital Improvement Plan includes reconstruction of the Meridian Road to three lanes in the 2017-2022 planning period. Accident Analysis Accident data for the intersection of Munger/Floating Feather/Star Roads for the years 2010 through 2014 was obtained from the LHATC. The full report is included in the appendix of this report. The accidents can be summarized as follows: Table 2- Roadway Accident Summary 2010-2014 Fatal Accidents 0 Injury Accidents 4 roperoperty Damage Accidents 6 Total Accidents 10 Single Vehicle Accidents 2 Multi Vehicle Accidents 8 Three of the accidents were not were not intersection related. The contributing factors to these accidents were inattention, following too close, and alcohol impairment. Roadway conditions were not considered contributing causes. Seven of the accidents were intersection related. Two occurred at Halpin Drive, four occurred at Ashton Drive and one occurred at White Sands Drive. A wide variety of contributing factors were cited in the accident report, but roadway conditions, geometry, or sight restrictions were not listed. PROJECTED TRAFFIC Background Traffic Future traffic is obtained by expanding the existing traffic volumes by a growth factor. A growth factor of 2.0% per year is used. Background AM Peak Hour traffic for the build out year is shown in Figure 5. Background PM Peak Hour traffic for the build out year is shown in Figure 6. C. IUserslDebbielDropboxWent Brown Planning SharedlkbplanninglGeileiWhiteacre TIS.doca Pagel ThompsonEngineers Traffic And Civil Inc - Traffic Impact Study Whiteacre Subdivision, Meridian, Idaho Horizon year traffic should be viewed with caution as even low levels of growth over prolonged periods of time can result in large increases in traffic. Horizon year volumes should be used for planning purposes only. Off Site Traffic Based on information provided, no significant off site development is projected at this time. Figure 5 - Build Out Year AM Peak Hour Background Traffic --- is N McMillan -_Rd= =_ 17 �2n4 21 6 • - 635 531 22 C ;g!- 17 Sands V �a Semite Dr CL 2 Figure 6 - Build Out Year PM Peak Hour Background Traffic N McMillan Rd 24 2 23 18� X36 482 712 41 54 13 2 42 Sands V W White Sands -or W JUfda�eue afro le Semite Dr o � 2 - u, - E IVIoNfi�en R= Z 0 4(388 15 Q� ¢t 42 30 �`'' 0Ll 374 LI8 E McMillan Rd E Halpin Df Z 0 450 20 0 t7 M1t 14 _ 0 _ 23 ...."., pJ 500 3 E Halpin Of C: IUserslDebbielDropboxXent Brown Planning Sharedlkb planninglGeilel Whiteacre TIS.doex Page Traffic Impact Study ThompsonEngineers Whiteacre Subdivision, Meridian. Idaho Tratrie and Civil Inc. Trip Generation to the absence of site-specific data, site trip generation is estimated using the procedures recommended in the latest edition of the Trip Generation Manual (9h edition), published by the Institute of Transportation Engineers. Site trip generation is obtained by applying the average trip generation rates obtained from the Manual for each category of land use within the development. Table 3 shows the trip generation of the site. Pass by rates are estimated from data published by the Institute of Transportation Engineers. Table 3 - Trip Generation Summary of Trip Generation Average Weekday Driveway Volumes RE Land Use No. Units 24 hr 2 -Way Enter Exit Land Use 197 I Units Land Use Total Code 107 DU 0.61 Rale I Total Total 210 Single Family 197 DU 9.52 1675 11675 Total Dweilin s 1 Single Family 197 DU Q.t9 Total 37 0.56 1675 1675 Average Weekday AM Peak Hour Driveway Volumes RE Land Use No. Units - Enter Exit Exit Total Rake Land Use No. UnitsEnter 107 DU 0.61 Rale Total Rate Total Cod® 191 Total Total Total 210 Single Family 197 DU Q.t9 31 37 0.56 110 110 1147 Dwellin s Total 1 31 37 110 110 147 Average Weekday PM Peak Hour Driveway Volumes ITE Code Land Use No. Units Enter Rate Total E=nter Total Exit Exit Total Total Rake Total 210 Single Family Dweilin s 107 DU 0.61 132 132 0.33 65 65 191 Total 1 132 132 65 65 197 Trip Distribution In order to determine impacts, the trips generated by the site must be distributed to destinations throughout Ada County and assigned to the transportation system. Based on current travel patterns, the modal split is negligible, so all trips are assigned to vehicles, and the vehicles are assigned to the roadway system. The distribution for this development is based on information obtained from COMPASS, and current travel patterns. The site traffic distribution for the development is shown in Figure 7. C:WsersOebbielDropboxXent Brown Planning Sharedikb planninglGeilel Whiteacre T7S.docx Page Traffic Impact Study ThompsonEngineers Whiteacre Subdivision, Meridian, Idaho Traffic and Civil Inc. Figure 7- Trip Distribution _I L E McMlfen Rd 1■/ ==1 W White SandsDr Sands-vtn W pdaneme `o ;emite Dr o a Q Z _ Site Traffic z E HeVin C Site traffic is distributed at the study intersection in accordance with the distribution from Figure 7. Figure S shows the distribution of site generated traffic for AM peak hour traffic conditions. Figure 9 shows the distribution of site generated traffic for PM peak hour conditions. The COMPASS model indicates that traffic from the development to the west will use the Whiteacre roadway system to access the transportation system. They Whiteacre roadways will provide a shorter route to Meridian Road for many existing houses. The exact number is estimated based on an assumed shortest route. These trips will be redistributed and are shown in red. A negative number indicates a trip will use an alternative route. C:IUsersDebbieU)ropboxWentBrown Planning SharedlkbplanninglGeiWWhiteacre TIS.docx Page 10 Traffic Impact Study ThompsonEngineers Whiteacre Subdivision, Meridian, Idaho rrafOc and Civil"4Inc. Figure 8 - AM Peak Hour Site Traffic V McMillan Rd E McMillan Rd — 0 0 0 01 � o o ,0 „ o -0s W White Sas o 0 s Sends Ot ,0 0 1 4\0?1of — 4 e<AO SS t� � 0 16 Site Divertetlirips W ,4`V 5 1016 45 0 0 E Halpin D' :emits Dr o d 10 LI 2 nA. Figure 9 - PM Peak Hour Site Traffic V McMillan Rd E McMillen Rd -- 0 0 0 FLn ry v J 8 `� �( C _,U L. Z n 5°rA 0 5 e sa 6 ,0 0 ,6 Site Tripe .� 8I A -'5U -5 Diverted tripe WCdO -- o s 20 8 E" Halpin 01 cit - oemite Dr d 2 6 �c CIUsersOebbielDropboxXent Brown Planning Sharedlkb planninglGeiV Whiteacre 77Sdocx Page 11 Traffic Impact Study ThompsonEngineers Whiteacre Subdivision, Meridian. Idaho traffic and Civil 4k Inc. Total Traffic The site traffic is then added to the background traffic as determined above. Figure 10 shows the total traffic at each intersection for AM peak hour conditions. Figure 11 shows the total traffic at each intersection for PM peak hour traffic conditions for the build out year of 2020. Figure 10 -Build Out Year Total AM Peak Hour Traffic V McMillan Rd -- E McMillan Rd 17 2 21 r 635n� (� 531 28 c� lJ 15 z 5 438 15 39 3 31 W White Sands Or F Sands Ot d 18 M 42 0 0 30 W J �n�\\e Ute �m ^.5 374 8 E Halpin Or lE Semite Or 0 ' Q z Figure 11- Build Out Year Total PM Peak Hour Traffic N McMillan Rd 24 2 23 18 L! 36 482 �� 71248 49 1,-t I LL- � Z 15 450 zo 20 2 37 �� �, r j tr wft-SNT1d4 Or 10 tl 14 Sands 0 0 D.... 33 � 23 1 i r_ k 4ID, 75 500 13 _ E Halpin Or � mmite Or 0 L _l _I C:IUsersOebbielDropboxXent Brown Planning Shored1b planninglGeileVhiteacre TlSdocx Page 12 Traffic Impact Study ThompsonEngineers Whiteacre Subdivision, Meridian, Idaho rraMc and Civil Inc. TRAFFIC ANALYSIS Capacity Analysis and Level of Service Capacity analysis was performed using the Highway Capacity Software (HCS2010), based on the 2010 edition of the Highway Capacity Manual. Level of service for stop controlled intersections is based on the average delay of vehicles traveling through the intersection. Table 4 shows the AM peak hour intersection. Table 5 shows the PM peak intersection. Copies of the calculations are included in the appendix of this report. Table 4 -AM Peak Hour Intersection Summary LOS Summary 2016 Build Out ExistingSack wound T04 PM Peak Hour AM Peak Hour vlo LOG Delay aro Delay LOS Delay €N Delay LOB sOetay styv!c 20.7 LOB aN we LOS eN vic_ LOS Moridian/Halpin 16.0 NO Approach B 17.1 A C 21.3 C HB Approach 8.2 0.00 A 8.3 0.00 A 8.4 0.02 A BB Approach 8.1 0.02 A 8.2 0.02 A 8.2 0.02 A ES Approach 0.0 0.00 0.20 0.0 0.00 20.7 18.3 0.26 C WS Approach 16.0 0.19 B 17.1 0.26 C 213 0.34 C McMillan /Summit 31.9 D d3.d E d1.8 E EB Approach 8.4 0.01 A 8.6 0.01 A 6.6 002 A WS Approach 9.1 0.02 A 9 d 0.03 A 94 0.03 A NS Approach 42.2 0.27 E 34.0 039 D 37.2 OA2 E SB Approach 1 15 7 1 0.23 E 1 43.4 1 0.34 1 E 1 4 1 6 033 1 E Table S - PM Peak Hour Intersection Analysis Summary LOS Summary 1 it Frallmak roue fetal PM Peak Hour a aY ON vlo LOG Delay aro v/c LOS Delay €N we LOB Conditlona Meridian/Halpin 20.7 C 220 C 33 7 D NO Approach 8.4 0-00 A 0A 0.00 A 8.1 0.10 A GB Approach 8.7 0.03 A 8.7 0.03 A 8.6 0.03 A EB Approach 0-0 0.00 0.0 0.00 20.9 0.20 C WB Approach 20.7 0.20 C 22.0 0.20 C 33.7 0.30 D McMillan /Summit 44.4 E 46.4 E 45.0 E ES Approach 9.2 0.03 A 9.4 0.03 A 9.4 0.03 A WS Approach 8.8 0.07 A 88 7.00 A 8.8 0.06 A NO Approach 22.6 0.20 C 25.2 022 D 33.7 0.30 D BB Approach 44.4 0.37 E 484 0.39 E d6.0 0.37 E Intersection Analysis The intersection of McMillan Road and Summit Way will operate at an acceptable level of service without any improvements to the intersection. The Meridian Road and Halpin Drive will operate at an acceptable level of service under build out conditions with the installation of a left turn lane in Meridian Road. C:WsersOebbielDropha XentBrown Planning SharedlkbplanninglGeileiWhiteacreTlS.docx Page 13 1 Traffic Impact Study Thompson Engineers Whiteacre Subdivision, Meridian, Idaho Traffic and Civtf Inc. Signal Warrant Analysis All of the intersections included in this study operate at acceptable levels of service and therefore would not be candidates for signalization. No signal analysis is done for this study. Site Access The developer is proposing access on Meridian Road at Halpin Driver. This access is in conformance with ACHD access policy. The developer is also proposing to connect to four existing stub roads from other intersections. This is in conformance with ACHD policy. These alternative access points allow travelers to use alternative connections to the transportation system via existing roadways. This will disperse traffic from approaches that experience poor levels of service. Site Circulation The site plan provides good internal circulation, several access points to the subdivision, and cross connection to other development. None of the internal roadways that show front on housing should exceed 1,000 vpd. Figure 12 - Internal Daily Traffic Volumes ioo vpd 240 vpd 5�Rvpol 1125 v d 605 vpd Traffic �' -- C. WserslDebbieOropboxXentBrown Planning SharedlkbplanninglGeilelWhiteacreTIS.doex Page 14 Traffic Impact Study Thames®nEngineers Whiteacre Subdivision, Meridian, Idaho Traffic and Civil Inc. - -- Roadway Analysis Roadway segments are analyzed under horizon year peak hour traffic in accordance with Table 2 of the ACHD Development Policy Manual. The results are shown in Table 8. Table 6 - Roadwav Segment Analvsis Roadway Location Segment Direction Peak Hour Build Out Year Traffic Site Traffic Off Site Traffic Total Traffic McMillan Road W. of Meridian EB AM 705 11 -2 715 WB PM 820 15 -8 827 Meridian Road S. of McMillan SB AM 488 56 0 544 NB PM 520 75 8 600 McMillan Road is classified as a minor arterial roadway. The minimum level of service required by ACHD policy is LOS D with a maximum directional hourly volume of 550 vehicles per hour. This roadway is currently operating at a higher volume than recommended. The site is expected to add less than I% more traffic in the PM peak hour since some traffic will be diverted. Meridian Road is classified as a principal arterial roadway. The minimum level of service required by ACHD policy is LOS E with a maximum directional hourly volume of 690 vehicles per hour. Meridian Road will operate below the maximum volume and will operate better than LOS E after the addition of site generated traffic and off site traffic. Travel Demand Management As an infill development, this development is utilizing existing infrastructure and providing interconnectivity between existing developments. This development will provide opportunities for reducing the travel demand in the following ways: ■ The proposed development is an infill development and will not require expansion of the transportation system to provide service. ■ It is connecting to other developments, eliminating the need for vehicles to enter the transportation system when traveling to neighboring subdivisions. ■ The high density housing provides opportunity for transit service in the area. ■ An onsite park provides opportunity for recreation without using arterial roadways and is accessible via non motorized modes. Turn Lanes Left turn lanes are analyzed using the guideline in Section 7106 of the ACHD Development Policy Manual. Analysis is shown in Figure 13. The posted speed limit on all roads is 40 MPH or less. A left turn lane is warranted on northbound Meridian Road due to traffic entering the subdivision. A left turn lane is warranted on westbound McMillan Road. Traffic from this project does not contribute to this movement. In fact, some traffic will probably be diverted from this movement. C, I UserslDebbielDropboxXent Brown Planning Sharedlkb planninglGeilelWhiteacre TlSdom Page 15 ThompsonEngineers Traffic and clvil Inc. Table 7- Left Turn Lane Data Traffic Impact Study Whiteacre Subdivision, Meridian, Idaho Roadway - Opposing Traffic Through Traffic Left Turns Percent Left Tums Critical Movement Meridian Road Halpin AM Peak 458 390 15 4% PM Peak 485 590 15 2.5% X McMillan Road Summit AM Peak 669 553 15 2% PM Peak 548 797 49 6% X Figure 13 - Left Turn Lane Guideline for Two Lane Roads, 40 MPH or less 4 CM -A q4 .�rr4 100 - Add Left.TL in Ld11P_ __ rpo McMillan Meridian too 1,c No Left -W _ n Lane edC 100 100 zoo 3G; -:r trD ,'X 'a3 Advanrfi0 VOIL ue (V_!, veMh C:VserslDebbieWropboxlKentBrown Planning SharedlhbplanninglGeilelWhiteacreT/Sdocx Page 16 Traffic Impact Study ThompsonEngineers Whiteacre Subdivision, Meridian, Idaho Traffic and Civil Inc. Right turn lanes are analyzed using the guideline in Section 7106 of the ACED Development Policy Manual. Analysis is shown in Figure 14. The posted speed limit on all roads is 40 MPH or less. A right turn lane is not warranted on southbound Meridian Road due to traffic entering the subdivision. A right turn is not warranted on westbound McMillan Road. Table 8 - Right Tura Latae Data Roadwa Through Traffic Right Turns Critical Movement Meridian Road Halpin AM Peak 453 5 PM Peak 475 15 X McMillan Road Summit AM Peak 641 28 X PM Peak 500 48 X Figure 14 - Right Turn Lane Analysis :k. ?� 440 sm 500, 404 WC Iccc 1100 I :." MaiarA040 Vcluma (ane direction). ve" C: I UsersDebbieOropboxWent Brown Planning Sharedlkb planninglGeilel Whiteacre TlSdocx Page 17 ^aio+-ft�aa 'seOCd 40 n1.^n 0 kn'ih' 45 mph 70 k" Add Right-Tur, Lan€ 50 mi 0 nn,.nn;1�o b5mp nrt,.nn:tt.. �, 50 mom 00 m*' :k. ?� 440 sm 500, 404 WC Iccc 1100 I :." MaiarA040 Vcluma (ane direction). ve" C: I UsersDebbieOropboxWent Brown Planning Sharedlkb planninglGeilel Whiteacre TlSdocx Page 17 1 Traffic Impact Study Thompson Engineers Whiteacre Subdivision, Meridian, Idaho Truffle and Civil Inc. DISCUSSIONS Roadway Improvements Required Due to Existing Traffic Conditions The intersection of Summit Way and McMillan Road functions at an acceptable level of service under existing traffic conditions. No improvements are required. The intersection of Meridian Road and Halpin Drive functions at an acceptable level of service under existing traffic conditions. No improvements are required. McMillan Road is currently operating above the vehicle threshold for LOS D, the recommended level of service for a minor arterial roadway. The roadway will need to be widened to three lanes to meet the threshold of LOS D. Required Due to Background Traffic Conditions The intersection of Summit Way and McMillan Road functions at an acceptable level of service under background traffic conditions. No improvements are required. The intersection of Meridian Road and Halpin Drive functions at an acceptable level of service under background traffic conditions. No improvements are required. McMillan Road will operate above the vehicle threshold for LOS D, the recommended level of service for a minor arterial roadway. The roadway will need to be widened to three lanes to meet the threshold of LOS D. Required Due to Total Traffic Conditions The intersection of Summit Way and McMillan Road functions at an acceptable level of service under total traffic conditions. No improvements are required. The intersection of Meridian Road and Halpin Drive functions at an acceptable level of service under total traffic conditions. No improvements are required. McMillan Road will operate above the vehicle threshold for LOS D, the recommended level of service for a minor arterial roadway. The roadway will need to be widened to three lanes to meet the threshold of LOS D. On-site Traffic The internal roadway system of the proposed development will allow for good site circulation and good connectivity to other developments. None of the roadways will exceed a daily volume of 1,000 vpd except for roads that connect to the transportation system directly. CONCLUSIONS This study identifies transportation impacts associated with the proposed Whiteacre Subdivision in Meridian, Idaho. The development is a residential development. Below are the findings of this report: C:1lJserslDebbie0ropboxWeniBrown PlamingSharedlkbplanninglGeilelWhiteacreTlSdocx Page 18 Traffic Impact Study Thompson�Englneers Whiteacre Subdivision, Meridian, Idaho TWOC and Civ!! ine. - ■ Based on the trip generation methods recommended in the Trip Generation Manual, the site will generate 1875 trips per day, of which 147 trips will occur during the AM peak hour and 197 trips will occur during the PM peak hour. ■ The site will access the transportation system primarily via Meridian Road. The site will also connect to existing stub roads which will also provide access to the transportation system ■ The intersection of McMillan Road and Summit Way will operate at acceptable levels of service under background and total traffic conditions in the build out year. The critical peak hour is in the PM peak hour. ■ The intersection of Meridian Road and Halpin Drive will operate at acceptable levels of service under background and total traffic conditions in the build out year. The critical peak hour is in the PM peak hour. ■ Meridian Road is expected to operate at an acceptable better than LOS E in the build out year based on the ACHD policy for primary arterial roads. ■ McMillan Road is operating at worse than LOS D under existing traffic conditions on the ACHD policy for minor arterial roads. McMillan Road will need to be widened to three lanes to operate at LOS D or better. With three lanes, McMillan Road will operate at LOS D or better under total traffic conditions. ■ The proposed site plan provides good circulation and good connectivity to other developments. ■ The site approach on Meridian Road will align with Halpin Drive, and is in conformance with ACHD access standards. A left turn lane is warranted. A right turn lane is not warranted/ ■ A left turn lane is not warranted on westbound McMillan Road at the intersection with Summit Way. This project does not contribute traffic to that movement. In fact, by providing alternative access, it is anticipated that the left turn volume will actually decrease. This project contributes about 1.5% more traffic to the intersection. C. I UsersOebbielDropboxWent Brown Planning SharedlkbplanninglGeilel Whiteacre TIS.docx Page 19 00�SITE CONSULTING, LLC Mitch Armuth February 10, 2016 Providence Properties, Inc. Page 1 of 25 701 South Allen Street Report 16043A Meridian, Idaho 83642 Re: Geotechnical Recommendation Report Geile Property / Whiteacres Subdivision 4015, 4273 & 4399 North Meridian Road Meridian, Idaho Mitch: As per your authorization, on February 3, 2016 SITE Consulting, LLC observed the excavation of four test pits on the referenced property. The test pit locations were selected by this engineer based on the preliminary plan you provided. Test pits were excavated to depths of up to thirteen feet below the existing ground surface. At this depth, additional excavation was either not required or not possible due to sloughing soils. Groundwater was encountered in all of the test pits and currently is 11 to 12 feet below the exiting ground surface at the south end of the subject property. The former property owner (Geile) reported that groundwater is 15 feet deep at his residence in the northwest corner of the property. Test Pit Logs have been prepared and are attached. Based on the observed conditions, the property is acceptable from a geotechnical perspective for development as a residential subdivision. Single family residences can be constructed using standard construction methods. Conventional strip foundations and either crawlspace or slab on grade floor systems are acceptable. Foundations are to be designed based upon bearing pressures of up to 1500 psf on the native soils or structural fill extending to the native soils. Recommendations for foundation construction, earthwork, pavement design and storm water disposal are included herein. We appreciate this opportunity to be of service. Should you have any questions or require additional information, please contact our office at your convenience. Respectfully subm *� Bob J. Arnold, PE 114 208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 SITE JSULTING, LLC TABLE OF CONTENTS INTRODUCTION.....................................................................................................3 Purposeand Scope.................................................................................................3 Authorization...........................................................................................................4 Warrantyand Limitations.........................................................................................4 RESEARCH& BACKGROUND..............................................................................5 General...................................................................................................................5 VicinityMap.............................................................................................................5 FieldInvestigation...................................................................................................6 Observed Subsurface Conditions............................................................................7 DESIGN & CONSTRUCTION RECOMMENDATIONS...........................................8 GeneralEarthwork..................................................................................................8 Demolition...............................................................................................................9 Excavations.............................................................................................................9 PavementSection...................................................................................................10 FoundationSystem.................................................................................................10 Slab on Grade Concrete..........................................................................................11 StormWater............................................................................................................11 UndergroundUtilities...............................................................................................12 Inspection& Testing................................................................................................12 Contractor Inspections............................................................................................12 GeneralComments.................................................................................................13 APPENDIX..............................................................................................................14 208-440-6276 * bjarnoldpe@msn.com 2 Post Office Box 190537 * Boise, Idaho 83719 /'SITE ONSULTING, LLC INTRODUCTION Purpose and Scope This report presents a preliminary geotechnical investigation and resulting recommendations for a proposed subdivision to be constructed on three adjacent parcels located at 4399, 4273 and 4015 North Meridian Road in Meridian, Idaho. This assessment was performed on Ada County Parcel numbers SO436141850, SO436141950 and SO435142200. According to the Ada County Assessor's website, these parcels total just over 40 acres. It is understood that the former owner will retain the home and a surrounding parcel in the northwest corner of the property. The purpose of this investigation was to evaluate the subsurface soil conditions and provide recommendations for building single family residential structures. It is noted that since the farm fields are planted, test pits were only excavated in the southeast corner of the property where phase one of the proposed subdivision will be constructed. It is anticipated that these test pits represent conditions across the site. Additional test pits will need to be excavated as future phases are submitted to ACHD for review and approval. This field investigation included subsurface exploration by means of a backhoe type excavator. Soil samples were gathered and test pit logs generated by our project engineer. Selected soil samples were submitted to our in house soil laboratories for testing. After the field investigation and laboratory testing was completed, all available field and laboratory test data was reviewed, the general data and assumed design information was evaluated, and this report was prepared. This report summarizes our research and recommendations regarding the geotechnical aspects of the project. 208-440-6276 * bjarnoldpe@msn.com 3 Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC Authorization Authorization to proceed with this geotechnical investigation was received from the client on or about December 8, 2015. Authorization to proceed and the use of the provided recommendations indicate the client's and the design team's acceptance of the scope of work, warranty, limitations & general conditions provided herein and within our standard geotechnical proposal. Warranty and Limitations The exploration and evaluation of subsurface conditions documented herein is considered sufficient to form a basis for the provided recommendations. The provided recommendations are based on the available soil information and preliminary design details either assumed or furnished by the client and his civil design team. It is warranted that these recommendations have been promulgated after being prepared in accordance with locally accepted professional engineering and geotechnical engineering practice. No other warranties are implied or expressed. 208-440-6276 * bjarnoldpe@msn.com 4 Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC RESEARCH & BACKGROUND General As per your request, on February 3, 2016, this engineer observed the excavation of four test pits on the subject property. The property was accessed from Meridian Road near the residence at 4015 North Meridian Road. Phase one of this subdivision will gain access directly across Meridian Road from East Halpin Drive. At the time of our investigation the property included a single family residence in the southeast corner of the property that will be removed as a part of Phase One development. It is understood that this structure and the adjacent garage/shed structure are to be demolished as a part of this project. A second residence and outbuildings located at 4273 North Meridian Road will also be demolished for future phases of the planned subdivision. Historically the property has been planted farmland. Vicinity Map Prior to our field investigation, an aerial photo of the subject property was obtained from the Ada County Assessors website. This photo was used to locate the subject property and identify the three included parcels. As can be seen in the aerial photo, the subject property is surrounded on all sides by residential developments similar to the development planned for this property. Stub streets from the subdivisions to the south, north and west will be continued into the proposed development. From Ada County Assessor Website 208-440-6276 * bjarnoldpe@msn.com 5 Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC Field Investigation Four test pits were excavated at the selected locations to explore subsurface conditions and evaluate their consistency. Rocky Top Construction of Boise, Idaho supplied the standard backhoe and operator. Our staff gathered representative samples from the spoil piles during excavation. The samples were field classified, labeled with pit number and depth, and transported to the laboratory for additional testing. Sieve Analysis, Moisture Content, and Liquid Limit, Plastic Limit & Plasticity Index testing were performed on selected samples. After excavation of the four test pits, a sample of the subgrade soil was gathered and sent to a specialty testing laboratory for R -Value Testing. All tests were performed in general accordance with the appropriate ASTM test methods. In Test pit location TP -4 two test pits were excavated. The first was excavated to gather samples and determine the depth to the groundwater. A monitoring well was installed in this and the other three locations. After this pit was backfilled, an adjacent test pit was excavated for testing the percolation rate of the shallow soils. This test pit was excavated to approximately nine feet deep and measured seven feet wide at one end, six feet wide at the other and was 13 feet long. On February 4, 2016, 2.5 feet of water was placed in the bottom of the test pit. On February 5, 2016 water was again added to a depth of 2.5 feet. The following measurements were taken: Test LocationTime Depth To Water Interval Hours Drop Inches Perc Rate TP -4 2.08 8.0.. 2.58 8-3" 0.5 3.0" 6"/hr 3.08 8-6" 1.0 6.0" 6"/hr REFILLED TEST PIT 3.50 8' 0" 3.75 8' 2" 0.25 2.0" 8"/hr 4.00 8' 3.5". 0.5 3.5" 7"Ihr It is noted that the method describe above is conservative due to the accumulation of silts at the bottom of the test pit. Therefore a reasonable safety factor is 25%. For this Phase of the project SITE recommends a design percolation rate of 4.5 inches/hour. It is recommended that this be confirmed at the time of construction in the presence of ACHD personnel. 208-440-6276 * bjarnoldpe@msn.com 6 Post Office Box 190537 * Boise, Idaho 83719 SITE 4SULTING, LLC Observed Subsurface Conditions At the time of our investigation, the site surface was frozen and therefore firm and stable. The surface supported the excavation equipment without rutting or deflection. Subsurface conditions in the four test pits were generally similar. The site is overlain with a brown, moist, lean clay that varies in thickness from 3.0-4.5 feet. The surface of the site has historically been cultivated to an average depth of approximately one foot. Organic materials (former corn crop) were present on the surface. In three of four test pit, a thin (±6") layer of weak hardpan was present. This layer was atop a weakly cemented silt or sandy silt that extends to the native gravels. Gravels were contacted in all test pits except TP -4 at 5.0-5.5 feet. TP -4 had no hardpan layer and gravels were shallower at three feet deep. In all four test pits the top of the gravels contained silt, clay and minor cementing. Free draining conditions were typically reached at two feet below gravel contact. Pitrun type sand and gravels extend to greater depths than all of our test pits. Groundwater was contacted in each location at 11 to 12 feet below the ground surface. Monitoring wells were installed in the four test pits and the water levels measured on February 10, 2016. Depths to groundwater are as follows: Location TP -1 TP -2 TP -3 TP -4 Casing Height 2.9' 3.5' 5.4' 2.4' Casing Length 14.4 15.3 15.0 14.6 Depth to Water 02/10/16 11.0' 10.1' 9.2' 11.0' It is assumed that wells near the two homes to be demolished will soon be available for groundwater monitoring. These will be added to future monitoring schedule. Since limited groundwater data is currently available well logs were reviewed on the Idaho Department of Water Resources website. Logs for two wells on the subject property and two wells to the north were identified. All logs are included in the Appendix and indicate that groundwater was 15-20 feet at the time of well drilling. This engineer also contacted Brown Excavation concerning current work at NW corner of McMillan and Meridian Road. Brown reported groundwater at 18 feet at Paramount Square Sub. 208-440-6276 * bjarnoldpe@msn.com 7 Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC DESIGN & CONSTRUCTION RECOMMENDATIONS General Earthwork All native soils, that are free of organic matter and expansive clays are acceptable for use as fill. After proper grubbing, the native silts, lean clay, and elastic silts removed from the street, driveway and parking lot areas can be utilized as structural fill to backfill demolished buildings or within the proposed building pads. Removal of the majority of the organic materials will require grubbing of 2-4 inches of surface soils. This is required in all areas to receive structural fill. Deeper excavation may be required along the property boundaries where trees & bushes are present and along irrigation ditches. The depth of grubbing is to be adjusted and inspected during construction to ensure that organic materials are properly removed from beneath future pavements and structural fills. If used for fill, the surface clay soils will require moisture contents within two percent of optimum for effective compaction. These soils will easily become too wet or too dry for effective compaction and can be expected to perform poorly if wet and subjected to rubber tired equipment. If construction is to occur during wet weather or wet surface soil conditions, low-pressure, (tracked), construction equipment is recommended. Rutting caused by the contactor using rubber -tired equipment on a wet subgrade can be expected and should be repaired at contractor expense. This information is to be supplied to earthwork contractors prior to construction. Structural fills less than three feet deep are to be compacted to 95 % of the maximum dry density by ASTM D698, Standard Proctor. For deeper fills, such as ditch backfill and fill intended to contain rerouted irrigation canals or storm water runoff, fill materials are to be compacted to 100 % of the maximum dry density. If structural fill is to be placed on residential lots, the fill is to extend laterally outside foundations a distance equal to the depth of structural fill. Structural fill should be placed in uniform, thin horizontal lifts, moisture conditioned as necessary, and compacted to the above requirements. Compaction testing to confirm proper compaction is recommended. 208-440-6276 * bjarnoldpe@msn.com 8 Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC Demolition After clearing and grubbing and demolition of existing buildings, it should be confirmed by the project civil or geotechnical engineer or retained testing and inspection firm that all organic materials and concrete is removed. Any onsite wells or septic tanks are to be abandoned as per IDWR and IDEQ requirements. Well should be saved for groundwater monitoring and abandoned at the time of construction. Excavations Shallow excavations and trenches that do not exceed four feet in depth may be constructed with side slopes approaching vertical. Below this depth it is recommended that slopes not exceed a vertical to horizontal ratio of one to one. The ability of soils on site to maintain a vertical or near vertical excavation over any extended period can be quite variable. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state, and federal requirements. 208-440-6276 * bjarnoldpe@msn.com 9 Post Office Box 190537 * Boise, Idaho 83719 SITE 4SULTING, LLC Pavement Section An R -Value sample was gathered and sent to a specialty soils lab for analysis. When results are provided pavement sections will be confirmed. In is anticipated that the R=Value will be approximately R = 5. For planning purposes a pavement section has been calculated based upon an assumed R -Value of R=5 and a Traffic Index of TI=6. Based upon this data the following pavement sections are recommended for driveway and parking areas. Material Layer Thickness HMA Pavement 2.5" Base Coarse (%" minus) 4.0" Sub base Pitrun 12.0" It is noted, that it is common for the local jurisdiction to require a standard design or to match the existing pavement section when working on collectors or arterials such as Meridian Road. Therefore ACHD should be consulted concerning construction in the Meridian Road right of way. If ACHD will provide a traffic index, a subgrade sample can be obtained and recommended pavement sections for Meridian Road provided. Materials meeting the requirements of ISPWC & / or ACHD are required for any work within this project. Foundation System The proposed single family residential structures may be supported on conventional, continuous, and isolated pad foundations founded upon the native soils or upon structural fill extending to these soils. Based upon proper placement and compaction of structural fill, bearing pressures of up to 1500 psf are allowed for foundations founded on the native soils or upon properly placed and compacted structural fill. Either crawlspaces or slab on grade floors are acceptable. If fat clays are present at the foundation support elevation a geotechnical engineer should be retained for site specific recommendations. 208-440-6276 * bjarnoldpe@msn.com 10 Post Office Box 190537 * Boise, Idaho 83719 SITE 4SULTING, LLC Slab on Grade Concrete Care must be taken so that all excavations below both interior and exterior slab on grade concrete are properly backfilled in accordance with the structural fill recommendations. This is critical where a slab will extend over utility trenches or retaining wall backfill. Trenches and wall backfill areas are to be filled in lifts and benched each lift so that fill is not placed against a vertical soil face greater than three feet tall. Testing is to confirm that compaction has been achieved. Areas of excessive yielding should be excavated and backfilled with structural fill. Any fill used to increase the elevation of slab on grade concrete should meet the requirement for structural fill. Slab on grade floors, sidewalks and pavements should be placed atop a mat of at least 0.5 feet of granular structural fill materials. This depth is to increase to one foot when concrete is to be placed over fat clays soils. This is required to prevent seasonal heaving of sidewalks, patios, and driveways. Mat material should all pass a 3/4 inch sieve and should contain less than seven percent passing the # 200 sieve. The mat shall be compacted to the requirement for structural fill. All slabs should be suitably reinforced to make them as rigid as possible. Proper joints should be provided at the junctions of the slab and foundation system so that independent movement can occur without causing damage. Storm Water It is recommended that storm runoff be directed away from all open excavations and not be allowed to puddle on subgrade soils. Based upon the anticipated depth to groundwater and the presence of pitrun type soils, storm water can be disposed of in infiltration trenches that extend to the free draining native pitrun type sands and gravels. Based upon the test pits, silt free, sand and gravel materials are present at approximately eight feet below the existing ground surface. No percolation rate in excess of the previously recommended P = 4.5 inch/hour is to be used for design. Extension to silt free, non-cemented, sand and gravels is to be confirmed at the time of construction. 208-440-6276 * bjarnoldpe@msn.com 11 Post Office Box 190537 * Boise, Idaho 83719 SITE /CONSULTING, LLC Underground Utilities It is not anticipated that large excavators or small backhoes will experience any difficulties excavating the onsite materials encountered on the property. No bedrock formation or shallow groundwater was encountered on the subject property. Well logs and monitoring wells indicates the static water level is 12-15 feet below the surface. Contactors can confirm this in the onsite wells prior to construction. Inspection & Testing Inspection should confirm removal of all foundation and slab concrete from demolition of onsite buildings. A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations. Testing should be performed in accordance with ASTM Test Methods D3017-88 and D2922-91 (nuclear densometer). For mass filling, field nuclear moisture - density testing shall be performed on each lift of compacted fill for every 5000 square feet of surface area. Trench backfill and right of ways are to be tested to ISPWC requirements. It is noted that structural fill can pass compaction tests and still be unacceptable if pumping, rutting, or deflecting under vehicle or foot traffic. Contractor Inspections This report has been prepared with the intent to provide specific design information to the developer and the civil engineering consultant. It is not intended to act as any contractors "Due Diligence" or subsurface inspection prior to estimating construction costs or actual construction. 208-440-6276 * bjarnoldpe@msn.com 12 Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC General Comments After the plans and specifications for construction are completed, it is recommended that this consultant be provided the opportunity to review the final design and specifications. This review will confirm that the earthwork recommendations have been properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. This review is a part of this service and will not result in additional invoicing unless additional research and recommendations are needed. Testing and inspection services are recommended herein. Proper quality control during construction is required to confirm materials and methods and thereby obtain a desirable finished product. Monitoring and testing should also be performed to verify suitability of materials used for structural fills and to confirm proper demolition, subgrade grubbing, subgrade stability, and proper placement and compaction of fills. Any deviations from the herein described subsurface conditions must be brought to the attention of this consultant. This report has been prepared for the exclusive use of the client and their retained design consultants. Findings and recommendations within this report are for specific application to the proposed construction described herein and apply only to the property identified. Client may duplicate this report as needed or additional copies will be provided upon proper client authorization. Appendix Follows 208-440-6276 * bjarnoldpe@msn.com 13 Post Office Box 190537 * Boise, Idaho 83719 Z STE NSULTING, LLC APPENDIX Phase 1 - Site Plan Aerial Photo with Test Pit Locations Test Pit Logs (4) Well Log (2) Soil Log Legend Abbreviations & Acronyms 208-440-6276 * bjarnoldpe@msn.com 14 Post Office Box 190537 * Boise, Idaho 83719 SITE JSULTING, LLC PHASE ONE - SITE PLAN TP -1 In Halpin Drive Right of Way TP -2 & TP -4 In Yosemite Street Right of Way Both ends of Infiltration Trench TP -3 In Elsinore Way Right of Way near future Noures Lateral Crossing 208-440-6276 * bjarnoldpe@msn.com 15 Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC AERIAL PHOTO Approximate Test Pit Location Locations by Cell Phone GPS and Google Earth 208-440-6276 * bjarnoldpe@msn.com 16 Post Office Box 190537 * Boise, Idaho 83719 SITE NSULTING, LLC TEST PIT LOG Test Pit #: TP -1 File : 16043A Client: Providence Date Excavated: 1/3/16 Project: Geile Property Excavated By: Rocky Top Const. Location: 43 38 31.7N 116 23 40.OW Logged By: B. Arnold Light Brown, Moist, Weak) Cemented, Sand , SILT Bag 14.0 DEPTH SOILS DESCRIPTION Sample Type / Dapth 1.0" 3/4" 1/2" 1 3/8" 1 #4 1 #10 1 #40 1 #100 #200 1 %M LL I PI 0.0-3.0 Brown, Moist, Sandy, Lean Clay (CL) with corn stubble, Cultivated depth =1' Ba 12 - 0 100 99 92 73 57.623.0 32 12 3.0-3.5 Light Brown, Moist, Cemented, Silt, HARDPAN Not Sampled 3.5-5.0 Light Brown, Moist, Weak) Cemented, Sand , SILT Bag 14.0 100 99 97 85 55 39.6 1 18.5 1 NP NP 5.0 GRAVEL CONTACT Not Sampled 5.0-7.0 Pitrun sand and gravel with silt and minor cementing Not Sam )ed 7.0-12.5 Brown, Moist, Free Draining, PITRUN Type, sand and gravel (Typically 6-8" Minus but Rock to 16") Not Sampled 12.5 Bottom of Hole, Sloughing Soils, Groundwater at 12.0' Well Installed. 208-440-6276 * bjarnoldpe@msn.com 17 Post Office Box 190537 * Boise, Idaho 83719 Z STE NSULTING, LLC TEST PIT LOG Test Pit #: TP -2 File : Client: Providence Date Excavated: Project: Geile Property Excavated By: Location: 43 38 29.1N 116 22 44.4W Logged By: 16043A 1/3/16 Rocky Top Const. B. Arnold DEPTH SOILS DESCRIPTION Sam le'rpe /Depth 1.0" 314" 112" 1 318" 1 #4 1 #10 1 #40 1 #100 #200 1 %M LL PI 0.0-2.5 Brown, Moist, Sandy, Lean Clay (CL) with corn stubble, Cultivated dept =1' Ba 12.0 100 1 93 1 75 62.8 25.6 32 10 2.5-3.0 Light Brown, Moist, Cemented, Silt, HARDPAN Not Sampled 3.0-5.0 Light Brown, Moist, Weakly Cemented, SILT (Cemented Pieces in sieves) Bag 14.0 100 98 59 281 21 1 13 1 6 3.2 15.4 I VNP VNP 5.0 GRAVEL CONTACT Not Sampled 5.0-7.5 Pitrun sand and ravel with silt and minor cementing Not Sampled 7.0-12.0 Brown, Moist, Free Draining, PITRUN Type, sand and gravel (Typically6-8" Minus but Rock to 18") Not Sampled 12.0 Bottom of Hole, Sloughing Soils, Groundwater at 12.0' Well Installed. 208-440-6276 * bjarnoldpe@msn.com 18 Post Office Box 190537 * Boise, Idaho 83719 Test Pit #: '"SITE CONSULTING, LLC TP -3 TEST PIT LOG File : 16043A Client: Providence Date Excavated: 1/3/16 Project: Geile Property Excavated By: Rocky Top Const. Location: 43 38 28.7N 116 23 49.2W Logged By: B. Arnold DEPTH SOILS DESCRIPTION Sam le e I Depth Typ 1.0" 3/4" 1/2" 3/8" #4 #10 #40 #100 #200 1 M LL TPI 0.0-3.5 Brown, Moist, Sandy, Lean Clay (CL) with corn stubble, Cultivated depth =1' R -Value Sample 1.0-2.0' 100 1 97 1 84 68.7 1 24.6 1 32 1 11 3.5-4.0 Light Brown, Moist, Cemented, Silt, HARDPAN Not Sampled 4.0-5.5 1 Light Brown, Moist, Weakl Cemented, Sand , SILT Bag / 4.5 100 98 97 97 1 83 1 64 41.1 1 16.8 1 NP I NP 5.5 GRAVEL CONTACT Not Sampled 5.5-6.5 Pitrun sand and gravel with silt and minor cementingNot Sampled 6.5-12.5 Brown, Moist, Free Draining, PITRUN Type, sand and gravel (T picall 6-8" Minus but Rock to 12" Not Sampled 12.5 Bottom771- of Hole, Slou hin Soils, Groundwater at 11.0' Well Installed. 208-440-6276 * bjarnoldpe@msn.com 19 Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC TEST PIT LOG Test Pit #: TP -4 Client: Providence Project: Geile Property Location: 43 38 29.4N 116 23 40.3W File : 16043A Date Excavated: 1/3/16 Excavated By: Rocky Top Const. Logged By: B. Arnold DEPTH SOILS DESCRIPTION Sample T pe / Depth 1.0" 3/4" 1/2" 3/8" #4 #10 #40 #100 #200 %M r LL PI 0.0-1.0 Brown, Moist, Sandy, Lean Clay with corn stubble, Cultivated depth =1' Not Sampled 1.0-3.0 Brown, Moist, WeP kly Cemented, SILT a 12 .0 Bea 100 99 79 67.7 24.8 1 NP NP 3.0 GRAVEL CONTACT Not Sampled 3.0-8.0 Pitrun sand and gravel with silt and minor cementing Not Sampled 8.0-12.5 Brown, Moist, Free Draining, PITRUN Type, sand and gravel (Typically 6-8" Minus but Rock to 12") Not Sampled 12.5 Bottom of Hole, Sloughing Soils, Groundwater at 11.0' Well Installed. 208-440-6276 * bjarnoldpe@msn.com 20 Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC WELL LOGS FOR ADJACENT PROPERTIES F.M3 7 253y23 B101 IDAHO DEPARTMENT OF WATER RESOURCES WELL DRILLER'S REPORT L WELLTAG NO. D 0056098 Ddlnn9Pemm No. 63-92-C-090 WNer nAel a nle°Ikn aep N 2. OWNER: Nerve Randall Geile nndmzs4399 N Meridian RD Clw Meridian sy,l, id_LP83M a.WELLLOCATION: Twp.4 NMh© or`'1.SouN❑ Fps. East❑ er West® S..36 114 S/_amu 1N NIE 114 G., lnl CwrW Ad9 wt 43 °38.669 Pe,.ab hcwal m.wml Lora. 116 .23.979 (a+aenotmNwlwwnn Addmas of wen sire 4399 N Mentha. RD city Meridian ID Lal._ alk_ SrE. Name 4. USE: ❑A Dmmma, ❑m.Maal ❑w -w ❑Imgm— 0TI,.e.1 ❑Ieiedlon ❑ Omar S. TYPE OF WORK: ❑Nawwa, ❑Replaremenrwell ®Modnygjll�gwn ❑AbeM°nmenl ❑Olael `IL'(•• -ODD S. DRILL METHOD: ❑A,Rolary ❑MORokry Ia70eek ❑01hn 7. SEALING PROCEDURES: 9eNmekrY Frgn n Tn II pmfWe m0IeN seal rM al not disturbed dishirbetl ueme.'Fttm mr T°Iro n sr,,; a,,;. aav 6" 56 138 .250 steel 5'r 143 145 .258 143 5° stainless a. .-a (mer lMwar° .eg ❑ ® ❑ fol ❑ ® ❑ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Was dree Lme KMi ❑ Y 10 N Sh,e OpPN(e) S. PERFORATHINSISCREENS: PerlManons ❑ Y ON MCMpd ManuracwW screen ®Y ❑ N Type 15 slot Johnson Metlad el r mm lnl T°Iq d.ue a15 nulroam °mnaW Maanel p°uaew RlwAuM 138 143 5° stainless a. Dek •Opera(ar 11 Dale Operalprl Dale. . SlgoaWm 0 PdnalRal Driller and tle ppneler em repaired. Lnglaol Heanpi"In MdTauplw en Ot Wllelere Packs' ❑ Y m N Type W centered in hole but no packer 19.FILTERPACK: FIAV MaMeI Frtm (,1 Telnl au?Nry(kannj VMmnenl mMMn"' i 11. FLOWING ARTESIAN: F?.1Aneslan4 ❑Y VJN AM91en Prseaum(PSIGI Desolibe Wnlmldessa 12 STATIC WATER LEVEL and WELLTESTS: Dept trstaalarenwunimed(N)Sueusams'eewl M) 16 Wakrlemp. (il well MI, cap Be— Des>lte cams port me Well lest. TasLmerned: orwr4°'.m Reel) ti¢tlryT.I. ea Tunw°n P., S., 1, Nm ml W. 50+ 1 hr ❑ ❑ ® ❑ ❑ ❑ ❑ ❑ ID. LITHOLOGIC LOGarblarr alm or atendanmenh pa1vFNm To Mmeiae.MM mw F+MNMorrapaaw Ms. m) Pn sus . aasrts, 6- 122 145 tan sand x 145 145 clay well was filled to 72' When I anlved I balled well W 120' then ran capangi screens t0 145' I plaietl a concrete plug from 143' 145' see original well I for mare iMa I eom else. n map aa°?43 O.,,..jan 18,2010 pa, Com Jan 20,2010 14. DRfi- E S CERTIFICATION: ,me mmlymal all reo.. well conuw..e standards w Wmpll. wiM at va,mellk rg was mmowd. Company Name Nu AcreDn 19 LLC C, N, 701 •PenUWI DtlIC�����_--pDale t�—IO •Criler Dek •Opera(ar 11 Dale Operalprl Dale. . SlgoaWm 0 PdnalRal Driller and tle ppneler em repaired. 208-440-6276 * bjarnoldpe@msn.com 21 Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC Farm p36T� STATE OF IDAHO USE TYPEWRITER 011 +� DEPARTMENT OF WATER RESOURCES SOLLPOINT PER WELL DRILLER'$ REPORT slam law mgulue and thN mPaN be IINd WIN the Brauer. Ouddrtmwt or Wafer Rnmudw dim, 30 d. wMi tcuddleYOn ar eEaMenmenl d 1. van. I. WELLOWNEA Nnme ti�gNOAv 7. WATER LEVEL Salle vend lWd Runt bebw lard ur,Nd. FI.Inga C Yw G Me O.P.M.fbw KneadedtlowLLN prenure pe.i. V Conealled by: G IW ❑ Cep ON, Tadym&m0 4y -F..r� uallly, ®wapw. "drew—T'%�23 N/NLG er.ai an End, Marini, Ne / 9 4�D-" Lw=Q�n Wemr RIgld Pormll NO 2 NATURE OF WORK New well O Owmrmd O Repmcermi L Well dlemerer I.,ndrB ❑ Mudrudion e Kpandonetl ldeaCnEo ebempnmem Br matlilenun gaseume 6 WELL TEE! MTA O pump O Super O Air ❑ Ot nd ?I^^eo.4nM Wawea raver Ibw PwiNN aucd aallnen.umm. mel0nel; plug depga. erc.ld I1N01pple _ IaA. suntan &I A PROPOSED USE 14 DamBSK' ❑ ligand, U MMilar ❑ mduamnl 0 Bbdr ❑ M.. Dbpawl or O O1Mr _ (apeClly Iyp01 A LITHOLOOICLOD - n Winner Bem. d. F 0. mm tTh MiNdnt N_a_ NO q. METHOD DRILLED it ArIEN i Air 'J KWor U R.. mgry ❑ Cama D MW O Old. ryacklwB,hymulb; aPJ D B0. dr llg� Ggy_ ND R D Cyay .d 4 /1-a- 6. Wfll CONSTRUCTON C"schnd.W SNel L Candela O Oprer_ a1�21neM4_II—MMna isk .he1.LR(e_kM Inw ru,l d _mM_dnt _Inrbea_N? 4 _mu_Im.4 Waa aun.1 dr u, 1 uaetla 0 YOe No Wet a pecker m awl asap! O Yee Na PMdruC OYau 1Q Ni Haw mrrpr¢leda O FemOry ❑ Kdk ❑Torch ❑ Gun She d pwkrWoefl —Inerts by—Inedw mm b n llada fwr reel I'ded"me -,f.-bee t fart perloralionn�—Iasi mel Wer uraen ingmneda L. Yee R Menuf Tyy, S S $g-Y'O CU K O ^ ----- �e A D 9 R. x - - _. Top ,.r Hnedplpe BpIPom oI TpIIPIpB__ _ DkmMm ___ Sid du_Sel rum _ Nal m_ kN Dlnmme. _._sld eiv Set NNn _leafm_hd Oravd pecMM'1 o YM�NO o slaty d waMl Placed from Nq b Nd Surfazr9. dedhzo-mmi Inas In awl: O Cement grind Py Semanim ❑ Pudtlllrg d, 0 - Sealing mmdird i ud: O mmry dt K Tmmp audeca waMp Y on d ud b awl deplb Mandl d bimn i Cuing: G Tmwddl gNbbad O Suit Mid ❑ CemenNd bnMa dome Ourd m same mn ._ 1 3- 0 a u twrnrw ai°m Wink da,nd 4 LOCATION OF WELL SYekh map brmirn mud in. w wdgwJOce ! r SubdlNe'wn Name-_ w ..i..}.. a Lq x¢ Blmx xo. Md., M wNI SM,nQAT'I Q - _ Igx.mla../a alwlF �.�— (C T. • N ILC 01 .�' LP' 2L. M N 30.' : P. _J E p ao W n. ORIL.LER'S CERTIFlTATION r dirt"/ In., w mNhwm well dnewdbn durudd n wM e lia was raledeoc. ( . wllb m tM tim. Me rl �N.. Mn LAN LANP_CO�Fhm 3 41 NE 41B `I2 'ap8"Xi_ SgnegYlry ONIIina supaMepf and (OOBmbN _ +� (11 dTemmt mw tM WPNng supamurl USE ADDITIONAL SMEEiS IF NECESSARY - FORWARO THE WHITE COPT TO THE D"dMMENT 208-440-6276 * bjarnoldpe@msn.com 22 Post Office Box 190537 * Boise, Idaho 83719 fn: SITE ONSULTING, LLC Fwm 2061 STATE OF IDAHO USE TYPEWRITER ON able _ DEPARTMENT OF WATER RESOURCES SAU-FOINT PEN WELL DRILLER'S REPORT Stag ion npulns Maf this npoH be filed wIM the Din a.f, Gabonese. of WaterR.rees will 30 drys after the connotation or abandonment of she well. 1, WELL OWNER L. J. RANCHES Nerve T. WATER LEVEL Stetic Watm Iwel 15 Not Mlow land ferfal Flowlno? O Yes ON. G.P.M. Bow Ar[Hiae Goekddn pmwse I.M. Cursiveby: O Valva C Cap o Plug Tarsal _oF. Openly —an M Atltlreea 4785 N. TEN MILE }lea a A.J 1364 63-f'y-W-074 Ddlling Poi No. Welx WgM PermO No. G3 -.116E7_ 2. NATURE OF WORK NEW WELL ❑ New well 00 ... rated! 0 Replacement C Well dal—d I I ... a AbantlOned ltlaeerlbe abander l pm[eduRe south ee mneriels, PIU, dePMe, etc. In Iltbalogic logy & WELLTEST DATA NOT AVAILABLE O Pump a Faller O Air ❑ of., boarane G.P.M. Pumyno Lew? Hwn P... 3. pFOPOSEOUSE IRRIGATION O Damestic O Irrigation O Ten i] Municipal O Industrial 0Slosk o Waste Disposal or Injection ❑ Othertapestry tYpsl 9. LITHOLOGIC LOG 079553 Be. —Graph Wehr plyty From Ta Material Ye No REVERSE ROTARY 4. METHOD DRILLED a Rotary ❑ Air ❑ Hydraulic o Rev Pbr, * Cable O Dug O DMer en Tnp,01, �- A F4 To G-qg APPIN S. WELL CONSTRUCTION cearmhoded.t 9 Steel a Cor2me COMar Tesknw DI-- From To 0_25 i K" 16 Inches 4.5 Not 96 last 6.25 artnes 16 intoes 126 feel 166 fast N. 25c5 inches 16 Fill 196 feet 204. Net nchn dint, bet_fart Was caving tlrive Mae used? ❑Yes 'b No Wm o parka, or and uo J? 0Yet S3 No Performed? a Yea U N0 H. perlonted? O. Fa..V a Knde O Toms C Gun Size of perforad. hashes by inns. parfontians 'het fnt Fortpretlens ion I. perforationsfen feet Well .roes InNiled? U s. a No Mnubnurer'e nems ROgCDE MD55 Type CONTINDUS WYRE Model NaHEAVY Dlemam0k6 S1.111sR1, 4.Setfmm 96 feet la 126 fM Diemmm016Slot 01.0.4 Set from 166 ten to 196 vast Gme1 piked? a Yes 0 No a mattes peel 3/8 Plmed from 2105 N i 65 Not, Sudepal tlepth6, MaN,lel a 010 oral: O Gmnipout ❑ Ren.nite xD Puddgtg[laY a Styling praaMu,eused: OSlurry Fit OTmp.smires, Inp ja Dvnhon w road depth MethM Ofjoining pi 0 Threaded .'a Welded OSoNaM Rod!O GmaMetl bvlwem meta Deklbe aaeu port=" PIPE FHEME�..iFlltli— _ 18 t2 P� RE URGE SAND -iii iN� too 159 t be-YJf4R _ 10. Wwk nerNd flM+hed 11, 14P G. LOCATION OFWE Sk.r.—Plmellon L un agmewM1M1adpT. 11. DRILLERS CERTIFICATION IAYa[eRify Mat all minimum well eons[mglon SerWards we mmWled wIM m Ma 0me Merg wasremwed. rm N Fl,mNa.ETE COPE DRILLINbrio. 213 Adtl WiOn W. CHINOEN Dna 4/20/9?. Stained!Stained!by(Firm OMalal) aM I% Deas .H Ya. ne AM X — W --a-- •-- - Course .ADR AFH r Sees, buhdivfslan Nam ,s�UG 9 w Wt No. T Bock No '. _ r 26 T. 4N5❑R. ,•LW V USE ADDITIONAL SHEETS IF NECESSARY - FORWARO THE WHITE COPY TO 208-440-6276 * bjarnoldpe@msn.com 23 Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC Fddn23B7 STATE OF IDAHO USE TYPEWRITER OR E7e+' DEPARTMENTOF WATER RESOURCES BALLPOINT PEN WELL DRILLER'S REPORT EVEN we Mutra ma this rtport a Rm wld: me Dbetw, Dew Event of Waw. Reyorcw olthln 311 days afro, HE. mmpledon w ahoMaemeMof P. -11 1, WELLOWNE�R 7. WATER LEVEL -' /'- ' Name�/-G�5�P Katie Ewr lewl��iaet helaw lerN s.rrlxe. Flowing) ❑ Yes %NO G p.M. two A.4. dow-1h Pnaure CwollofbW OVAWe ❑OW 0 M T�wow. Sy FOraliv jyQ0(D o`ryfDW' I'r �A L f% �/ Adtlrta J/���•'Mr /�f/ pfA O—r, Pn'rhk No. 87 O� �" 0.unb mnlm v remrn.erure..ws aerev. 2. NATURE OF WORK /a3"a'T '�IT'y5y S. WELLTEST DATA X New well C Deepened ❑ whltrmmwx ITE Pomp ❑ Bailer O Air ❑ Other .; we0 dlemeter Increaaa 61.M. -Pmnpe4l 1bmPumPatl-.. .--AMMgrcd{tleacnGe'ebeMonmplltprWOou. rwha rhe nals. plug doww. wC. In rholopic 1,1 S^ . 3. PROPOSED USE O D -,.h Pr hrl hi O Tet 0 Munfriwl 9, LITROLOGIC LOU L)L4 1) O lnd,ri inl O SPo k ❑ Wuy DiePdylw lnlenlon C Other Nh ifv Whet -- 80re D W. Dbm. F.7—T.7 Mx^loI Ya No f , d, METHOD DRILLED O R.U, O Air O HYdmsllc 0A. Wer,- CnWe 00, O OtherIt K _ > x 47 Af 1it.; S. WELL CONSTRUCTION - 4�JL _S_9alO_ -% R J lnl Cfohol Mule: yT( Steel O CoruPey D Other imeknmr Warrepr From OONNTe IrcM10 s A feet _ INew beer. feet Not Inat« ` Iltth«_ __ fen LO % //.Ti •AI_ tr-/w _ iww Iriche W "_ [pt _feet -- WucainpdrlveNceraalt 69Yy. ❑No WaawckerorreeluSMi $Ya 0 N PMoretW> ❑ Y. VICE[. "-"- How PeHngrMP ❑ FeRery O Knib O Toreh O Grm Shoot pertwetmn _ Twlwlhv _ Iww Uo.mar Fro re ---- -._._ "'le-1how fee —Ieei — _„___ oarfoletleln feet tee[ _ perfwa[iM feet Mt w.11 e=e �inaonm7 roe 0 N Mmula<turn-'sname �OOK 92 — ----- - - "pe QTTR �/AI(Jff Model No. (J a Di.m er Lr _,Slot sleea�5a„an 9, e._97 feet - - — Dinmeter6.,..set O Sa Ir an 'Meet E.of,htto ❑Yes$No ❑Size ol9revtl.-"-- Gravel Y., E-, m hoEl fst -- Sirrwe $urfowaylOePN_1_MatniNwea yN: ❑Cevnent Prout ril 90 C Puddll tlw 15 n,el ifthr ei $mIInB ProcWum uSM: ❑Slwry Pit O Ten1P..wrfece aGnP Y--.... ____._0(Qppore.tmm�l.dmeR - MemGddtioihEl-Pce'G�y: -� iRreMaa o welded n snwan ._.._.... ___ roma - - ❑ cemented It. Nny OescilOe wcys wit__ 10. Werken. d-ffr'fiT (inldlM _ 8. LOCATION OF WELL 11. DRILLERSCERTIFICATION Sketch meefaedw_ swo,vorwhrom toweee. i7WeCaty tRntelf minimum wml eohr.tweurxMrds were N eameliad Ith iha If. dl fiPWa M1TNN.. y were '- W E (j� ews�D 1 FirmN eIeQQ(f,$� rll{fat rmN Ung Atldwhi A D. S'_IO"E7 LOt NO. _ MRk Nv. _ 1 � Slwed W (Fll. DI Iniac 6 Ca(un�W aM fowranrl _ _Qad LxL# -1.- See. -dZ. T. A. S p R. we j USEAODITIONALSNEETSIF NECESSARY- FORWARD THE WHITE COPYTO THE DENA '- - -. _ 208-440-6276 * biarnoldpe@msn.com 24 Post Office Box 190537 * Boise, Idaho 83719 SITE MUTING, LLC SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES) DIVISIONS American Association of State Highway & Transportation Officials ACP TYPICAL DESCRIPTIONS COARSE GRAINED SOILS <50%-#200 GRAVEL & GRAVELLY SOIIS <50%-#4 <5% -#500 GW =1 Well -graded gravel, gravel -sand mixture, little or no fines. Poorly -graded gravel, gravel sand mixture, little or no fines 5-12%-#S00 >12%-#500 I GM GC Silty gravel, gravel -sand -silt mixtures Clayey gravel, gravel -sand -clay mixtures SAND &SANDY SOILS <5%-#500 SW SP Well -graded sand, gravelly sand, little or no fines. Poorly -graded sand, gravelly sand, little or no fines PCC SC Silty sand, sand -silt mixtures Clayey sand, sand -clay mixtures FINE GRAINED SOILS >50%-#200 SILTS AND CLAYS LL < SO% INORGANIC ML CL Inorganic silt and very fine sand, rock flour, silty or clayey fine sand or clayey silt with slight plasticity Lean clay -low to medium plasticity, gravelly clay, sandy clay, silty clay ORGANIC OL Organic silt and organic silty clay of low plasticity SILTS AND CLAYS LL> 50% INORGANIC ORGANIC MH CH OH Elastic silt, micaceous or diatomaceous fine sand or silty soil. Fat clay -high plasticity Organic clay-med. or high plasticity: organic silt ORGANIC SOILS =FP-,at,humus, swamp soil with high organic content ABBREVIATIONS AND ACRONYMS AASHTO American Association of State Highway & Transportation Officials ACP Asphaltic Concrete Pavement ASTM American Society for Testing and Materials BH Bore Hole IBC International Building Code ISPWC Idaho Standard for Public Works Construction ITD Idaho Transportation Department NP Non Plastic PCC Portland Cement Concrete PCF Pounds per Cubic Foot PSF Pounds per Square Foot TP Test Pit USCS Unified Soil Classification System NOTHING FOLLOWS 208-440-6276 * blarnoldpe@msn.com 25 Post Office Box 190537 * Boise, Idaho 83719 'i i emWW+mn• '�. 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