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Application MaterialsHearing Date: September 21, 2017 File No.: H-2017-0117 Project Name: Rapid Creek Subdivision-AZ, PP Request: (AZ): Request for annexation and zoning of 23.02 acres of land with an R-8 zoning district, by WHPacific. (PP): Request for preliminary plat consisting of 93 building lots and 11 common lots on 21.02 acres of land in a proposed R-8 zoning district, WHPacific. Location: The site is located near the south west corner of W. McMillan Road and N. Black Cat Road, in the northeast ¼ of Section 33, Township 4N., Range 1W. For-1v AUG 0 8 201 C�,WENty Planning Division REVIEW APPLICATION ,✓ 1 9'• 2/6`7 STAFF USE ONLY: p Project name* 1' t File number(s): Assigned Planner: Related files: Type of Review Requested (check all that apply) ❑ Accessory Use ❑ Planned Unit Development ❑ Administrative Design Review MPreliminary Plat ❑ Alternative Compliance ❑ Private Street VAnnexation 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: Jane Suggs / WH Pacific Phone: 208-275-8729 Applicant address: 2141 Airport Way, Suite 104 Email: jsuggs@whpacific.com City: Boise State: ID Zip: 83705 Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned VOther agent Owner name: Viper Investments, LLC / Linda Harger Phone: Owner address: 1977 E. Overland Rd. / 4435 Black Cat Road Email: City: Meridian State: ID Zip: 83646 Agent/Contact name (e.g., architect, engineer, developer, representative): Jane Suggs Firm name: WHPacific Phone: 208-275-8729 Agent address: 2141 Airport Way, Suite 104 Email: jsuggs@whpacific.com City: Boise State: ID Zip: 83705 Primary contact is: ❑ Applicant ❑ Owner EZAgent/Contact Subject Property Information Location/street address: 4435, 4323, 4145 N. Black Cat Road Township, range, section: 4N, 1W, Section 33 Assessor's parcel number(s): SO433110560, SO433142300, Total acreage: 21.02 Zoning district: RUT SO433142230 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridianci .ore/planning -t_ (Rev. 06/12/201 J) Project/subdivision name: Rapid Creek Subdivision General description of proposed project/request: annexation with an R-8 zone, subdivision with 93 buildable lots for single family detached homes, plus 11 common lots with a park/amenities and pathway Proposed zoning district(s): R-8, medium density residential Acres of each zone proposed: 21.02 Type of use proposed (check all that apply): E/Residential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? Homeowners Association Which irrigation district does this property lie within? Nampa & Meridian Irrigation District Primary irrigation source: NMID Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) Number of residential units: 93 Number of building lots: 93 Number of common lots: 11 Number of other lots: 0 Proposed number of dwelling units (for multi -family developments only): I bedroom: 2-3 bedrooms: approx. 93 4 or more bedrooms: Minimum square footage of structure (excl. garage): Maximum building height: 35 feet Minimum property size (s.f): 4060 sf Average property size (s.f.): 5692 sf Gross density (Per UDC 11-1A-1): 4.42 du/acre Net density (Per UDC 11-1A-0.. 7.65 du/ac Acreage of qualified open space: 2.98 acres Percentage of qualified open space: 14.2% Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): regional pathway along Five/Nine Mile Creek, park with amenities, open space in front of "alley" loaded homes Amenities provided with this development (if applicable): regional pathway, tot -lot, 112 basketball court, gazebo Type of dwelling(s) proposed: E(Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: Common lots: Other lots: Gross floor area proposed: Hours of operation (days and hours): Total number of parking spaces provided: Authorization Print applicant name: Jane Applicant signature: Existing (if applicable): Building height: Number of compact spaces provided: Date: Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 w\vw.meridiancitv.org/planninc -2- (Rev. 06112/2014) 1NHPacific August 7, 2017 Mr. Josh Beach City of Meridian Planning Division 33 E. Broadway Avenue Meridian, ID 83642 Subject: Rapid Creek Subdivision —Annexation with R-8 zone, Preliminary plat 4145, 4323 and 4435 Black Cat Road Dear Mr. Beach: On behalf of Viper Investments, LLC and Ms. Linda Harger, please accept the attached applications for the development of the Rapid Creek Subdivision, located on Black Cat Road, north of the Five Mile Creek (aka Nine Mile Creek) and just south of Oakcreek Subdivision No. 3 (4N, 1W, Section 33). The 3 subject properties total 21.02 acres and are currently within Ada County with a zoning designation of RUT (Rural Urban Transition). The 4145 Black Cat Road property is no longer occupied, but was previously used as a single family home. The home at 4323 Black Cat Road property is currently occupied. Ms. Harger's property at 4435 Black Cat Road is currently occupied with a single family home and North Star Kennel and Spaw. Existing structures will be removed prior to construction beginning on that phase of the development. Annexation All three parcels (50433142230, 50433142300, 50433110560) are in the Meridian Area of City Impact with a Comprehensive Plan land use designation of Medium Density Residential, or gross densities of three (3) to eight (8) dwelling units per acre. We are requesting annexation into the City of Meridian with a zoning designation of R-8: Medium -density residential district. Rapid Oaks Subdivision will be constructed with a gross density of 4.42 du/ac, which meets both the zoning code and the guidance in the Comprehensive Plan. A legal description for the annexation of this 23.02 acre property, which runs to the centerline of Five Mile/Nine Mile Creek, is included with our application. Subdivision A preliminary plat and additional support materials are included with our application package. The subdivision includes a total of 104 lots, with 93 lots for single family detached residential homes and 11 common/open space lots. The lots range in size from 4060 sf to 9891 sf, with an average lot size of 5692 sf. One key design feature of this subdivision is the cluster of smaller lots located at the center of the subdivision. These single family detached homes will front on green spaces (mews) and have vehicle access to rear garages via a minor urban local street. Because these homes front green space, ACHD and fire marshals have approved the use of the minor urban local street instead of a typical alley. This public street is similar to an alley, but is a bit wider so that it 2141 Airport Way, Ste 104• Boise, ID 83705 • T 208.342.5400 • F 208.342.5353 • www.whpacific.com 1NHPacific meets the requirements for firefighting. The ACHD standard for this street includes sidewalks; however, we are requesting that the sidewalks on each side of the minor urban local street be waived, since we are building sidewalks along W. Lesina Street and also on Lot 1, Block 4 (park lot), directly in front of the homes. These sidewalks are shown on the preliminary plat and landscape plan. Open Space and Landscaping The common/open space lots in Rapid Creek Subdivision total 3.92 acres of the 21.02 acre project site, or 18.7%. The useable open space: pathways, park, trails, etc. equals 2.98 acres or 14.2% of the project site; more than the 10% open space required by code. The open spaces will include amenities, such as a gazebo, tot lot and % basketball court, along with extensive landscaping as shown on the landscape plan. The Five Mile/Nine Mile Creek runs along the southern boundary of Rapid Creek Subdivision. A 14' paved pathway will parallel the creek as part of the City's Master Pathway system. This path will connect to the existing pathway in the Oaks South Subdivision No. 4, to the west. Low or open vision fencing will be used on the lots adjacent to the pathway. All common lot landscaping will be maintained by the Rapid Creek Subdivision Home Owners Association. An existing pond on the Harger property is planned to be filled in for development. This pond was constructed around 1988/1989 in a location that appears to have been an old irrigation ditch. We are currently working with the Corps of Engineers on the necessary permits for filling the pond and also determining if any wetlands on the site will need to be delineated or mitigated. I've attached a recent letter from our site engineer that provides more detail on the status of the Corps of Engineers findings to date. Traffic, Utilities and Floodplain A traffic study was not required for this development, per ACHD. We expect most vehicle trips to utilize the access at Black Cat Road, which is designated as a minor arterial on the Ada County 2040 Functional Street Classification Map. There will be an additional connection to N. Oakstone Avenue in the Oakcreek Subdivision to the north, via the existing stub street. All utilities are available to the site. Sanitary sewer is available via a connection to the sewer in N. Oakstone Ave. and potable water will connect to existing water lines in both Black Cat Road and N. Oakstone Ave. Pressurized irrigation will be provided to each lot. Storm water runoff will be retained on site and managed with surface drainage ponds and subsurface infiltration. The expected locations of the ponds are shown on the preliminary plat. There is a FEMA un -numbered Zone A Floodplain along Five Mile/Nine Mile Creek. Base flood elevations (BFE) will be determined and subdivision and home construction will be in accordance with the Meridian Flood Damage Prevention Ordinance. The BFE will be established prior to final plat recording. As you may be aware, the flood study for the adjacent Oaks South Subdivision No.4 indicated that the Floodway and Floodplain are contained within the creek banks. WM[diff Neighborhood Meeting A neighborhood meeting was held on-site on Thursday, June 15, 2017, at 6 pm. We have also been in touch with several neighbors who were not able to attend the neighborhood meeting and we've added their contact information to the neighborhood meeting list. Neighbors asked questions about the pond and about the schedule for construction. We've include some photos of the conceptual home designs for both rear loaded and front loaded homes. In summary, we request your approval of the annexation of the subject properties into the City of Meridian, along with approval of the preliminary plat for Rapid Creek Subdivision. We look forward to working with you and the staff during the approval process for this annexation, zoning and preliminary plat. Please do not hesitate to contact me if you have questions about our applications or the project. Sincerely, at - ane B. Suggs ailey Engineering,Inc. CIVIL ENGINEERINGIPLANNINGICADD DATE: August 4, 2017 TO: Mr. Josh Beach City of Meridian Planning Division 33 E. Broadway Ave Meridian, ID 83442 RE: Rapid Creels Subdivision Status of existing pond and potential wetlands Dear Mr. Beach: As you know, our application letter of intent references the pond on the proposed subdivision property that is planned to be filled and developed. We thought it would be good to provide you some more specific information about the pond and a "wet signature" that was identified on the Hager parcel. The pond was man-made and was constructed in 1988-1989. Due to the duration in which the pond has existed and filled with irrigation water, there are areas that appear to be wetlands. Our neighbors are concerned about filling in the pond. We understand their concerns and are taking all steps to address them. To date, we have met on-site twice with the Army Corps of Engineers to do preliminary evaluations. It appears that the pond both overflows and seeps to the south and west and has created an environment conductive to wetlands. Over the years wetlands soils and vegetation have become established, even in this upland habitat. The Army Corps of Engineers has recommended a Wetland Delineation study be conducted to outline the specific wetlands area and to determine if this specific area can be avoided, protected or mitigated. We are committed to following the direction of the Corps of Engineers and provide all studies and obtain all permits that are required to address the pond and the wetlands on this project. Should you have any questions, or need additional information, please do not hesitate to contact me. David A. Bailey, PE 4242 N. Brookside Lane ® Boise, Idaho 83714 o Tel.: 208-938-0013 www.baileyengineers.com ANNEXATION DESCRIPTION FOR(g-<�) RAPID CREEK SUBDIVISION A parcel of land located in the SE 1/4 of the NE 1/4 of Section 33, TAN., R.1W., B.M., Ada County, Idaho more particularly described as follows: Commencing at the NE corner of said Section 33 from which the E1/4 corner of said Section bears South 00027'22" West 2631.60 feet; thence along the East boundary line of said Section South 00027'22" West, 1,107.75 feet to the REAL POINT OF BEGINNING; thence continuing along said East boundary line South 00027'22" West, 1,068.59 feet to a point on the centerline of Nine Mile Creek; thence along said centerline for the following eight courses and distances: thence North 83053'05" West, 37.85 feet; thence North 75033'50" West, 45.86 feet; thence North 69003'54" West, 161.07 feet; thence North 57036'53" West, 392.20 feet; thence North 58015'13" West, 392.81 feet; thence North 63°07'27" West, 60.29 feet; thence North 77043'33" West, 66.92 feet; thence South 87005'54" West, 297.58 feet to a point on the East boundary line of The Oaks South Subdivision No.4 as filed in Book 110 of Plats at Page 15812, records Ada County, Idaho; thence along said East boundary line North 00028'24" East, 563.72 feet to the SW corner of Oakcreek Subdivision No.3 as filed in Book 106 of Plats at Page 14692, records Ada County, Idaho; thence along the South boundary line of said Oakcreek Subdivision No.3 and the easterly extension South 89030'26" East, 1,317.99 feet to the REAL POINT OF BEGINNING. Containing 23.02 acres, more or less. 4�psCi�� 7729 X OF �h'YG. CA r2 h bC14 ca0 0 s OAKCREEK SUB. NO. 3 S89'30'26"E 1317.99' i � I d] N h �I O LI W � NI Cs 001 CN � QI hz I 1 S87 05'54"W -297.58' N77'43'33" 66.9. N 6 3'07' 60.29' iv 28 27 33 '34 I •. I ' Ln t UNPLATTED RPOB o I Of IQ I U : Y I i I m Iz 23.02 ACRES 1 I CDc� o u')z I� a 10 Ld Im N LL� N I N V) I� m o N � ti, �s8�s NF 92 9?6 N75'33'50"W I ; NP 20� 45.86' S `rG \` . I 7 8hs)l�' N69'03'54"W� OF 161.07' l GA4Y to G.0P� N83'53'05"W L 37.85'I In 25 100 400' 0 50 200 600 1/4 SCALE: 1 " = 200' 33 . 34 1 EXHIBIT DRAWING FOR JOB NO. 17-173 r >• IDAHO 1450 E. WATERTOWER ST. CITY OF MERIDIAN ANNEXATION SHEET NO. SUITE 130 SURVEY MERIDIAN, IDAHO 83642 RAPID CREEK SUBDIVISION 1 GROUP Is (206)846.8570 LLC LOCATED IN THE SE Y4 OF THE NE A OF SECTION 33, T.4N., DWG. DATE R.1W., B.M., ADA COUNTY, IDAHO 8/3/2017 Parcel Map Check Report Parcel Name: Rapid Creek Subdivision Annexation Segment# 1: Line Course: S0.2722W (dms) Length: 1,068.59' North: 1,962.42' East: 8,772.62' Segment# 2: Line Course: N83.5305W (dms) Length: 37.85' North: 1,966.45' East: 8,734.98' Segment# 3: Line Course: N75.3350W (dms) Length: 45.86' North: 1,977.89' East: 8,690.57' Segment# 4: Line Course: N69.0354W (dms) Length: 161.07' North: 2,035.44' East: 8,540.13' Segment# 5: Line Course: N57.3653W (dms) Length: 392.20' North: 2,245.50' East: 8,208.93' Segment# 6: Line Course: N58.1513W (dms) Length: 392.81' North: 2,452.18' East: 7,874.89' Segment# 7: Line Course: N63.0727W (dms) Length: 60.29' North: 2,479.44' East: 7,821.11' Segment# 8: Line Course: N77.4333W (dms) Length: 66.92' North: 2,493.67' East: 7,755.72' Segment# 9: Line Course: S87.0554W (dms) Length: 297.58' North: 2,478.60' East: 7,458.53' Segment# 10: Line Course: N0.2824E (dms) Length: 563.72' North: 3,042.30' East: 7,463.18' Segment# 11: Line Course: S89.3026E (dms) Length: 1,317.99' North: 3,030.97' East: 8,781.12' Perimeter: 4,404.89' Area: 1,002,726.67Sq. Ft. Error Closure: 0.01 Course: 510.2028E (dms) Error North : -0.010 East: 0.002 Precision 1: 440,488.00 7729 4 0 SOP S° ��RY g6os212 855 H3 MR VALUE Rnc:EIVID, the EST= OF CHAMM D. Mc.GRVIS and SUSAN L. McGRWS, the Grantors, do hereby, grant. bargain. sell and convey unto EM BEEMN and LIMA. P. HARGM, separate individuals, as tenants in common, the Graitees, whose current address is 4435 N. Black Cat Road, Meridian, Idaho 83642, the follawing described premises, to -wit: A part of the Ek of the NO.-. of Sectral 33, Township 4 Horth, Range 1 1jest, Boise Meridian, Ada County, Idaho, and being mare particularly described as follows: Camping at a point on the Section line 1113 feet South of the NE corner of Section 33, the place of beginning; thence continuing South on said line, 264 feet to a point; thence West and parallel to the North line of said section, 957 feet to a point; thence South and parallel to the East line of said Section, 229.5 feet to a point in the center of Five Mile {geek; thence in a Southwesterly direction in the center of said creek co a point where said Creek, intersects the West line of the of the NW.- of said Section 33; thence 14=h and parallel to Ebe East line of said Section, 502 feet, unre or less, to a point directly west of the place of beginning; and thence East 1320 feet to the place of be&ming. SUB.TECT to a Deed of Trust dated May 20, 1980 in favor of Sherwood & Roberts, Inc., which was subsequently assigned to Old Stone t-fortgage Corporation, which Deed of Tiust Grantees assume and agree to pay according to its tezms and also hereby assume the obligation of Charles D. McGinnis under the terms of the instruments creating the loan to sndemi.fy the VA •to the extent of any claim payment arising `ram the guaranty or insurance of the indebtedness above mentioned, and consents to his release from his obligations under the loan instruments. TO HAVE AM TO H� D The said premEses, with their appurtenances unto the said Grantees. their heirs and assigns forever. And the said Grantors do hereby covenant to and with the said Grantees, that they are the owners in fee simple of said premises; that said premises are free from all encumbrances except as set forth herein, and that they will warrant and defend the same frau all lmiful ciaipns whatsoever. Dated: October 3 , 1985. Estate of Charles D. McGinnis Susan L. McGinnis, Persona Representative of the Estate of Charles D. McGinnis ttsanMcGinnis lndividwMy 209—QUITCLAIM UEFD 0 of rtlnira and l,,r aai♦ b, Sima-vor► CAm.par., b-,%* (Optional) Recorded p Platted p Key Punched p To Treasurer D tilicrofilmed ❑ Deed Card p 1liaster File ❑ Indexed Q Compared p Abstracted p QUITCLAIM DEED 6327526 THIS IN'DE'NTURE, 11ade this 25th in the year of our Lord one thousand nine hundred and day of April, eighty-nine bet%%eer, FRED BEL.*IAN, a married man dealing with his sole and separate property Of Tucson, County of Pima State of Arizona of Meridian, Mate of Idaho the party of the first part, and LINDA P. i? %RGER, County of Ada , the party of the second part, whose current address is 4435 North Black Cat Road, Meridian, Idaho -83642 WITNESSETH That the said party of the first part, for and in consideration of the sum of TWO THOUSAND, FIVE HUNDRED ($2,500.00) ----------------------- DOLLAP.S, ------- _---.--UOLLAP.S. lawful money of the United States of America, to hir., in hand paid by the paid party of the second part, the receipt whereof is hereby acknowledged, does by these presents remise. release and forever QUITCLAIM. unto the said part y of the second part, and to her heirs and assigns all his certain lot , piece or parcel of land. situate, iving and being in Meridian , County of Ada , State of Idaho, bounded and parttcuiaric described as follows, to -wit: A part of the Vi of the NE4 of Section 33, Township 4 North, Rance 1 West, Boise Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at a point on the Section line 1113 feet South of the NE corner of Section 33, the place of beginning; thence continuing So.;th on said line, 264 feet to a pJ nt; thence West and parallel to the ";ort:. line of said Section, 957 feet: to a point; thence South and parallel to the East line of said Section, 219.5 feet to a point intne center of Five Mile Creek; thence in a Southwesterly direction in the center of said creek to a point where said Creek intersects the Sliest line of to Eh of the NE+ of said Section 33; thence North and parallel to the East line of said Section, 502 feet, more or less, to a point directly west of the place of beginning; and thence East 1320 feet to the place of beginning. Also known as 4435 North Black Cat Road, Ada County, Idaho. Location of above described property Howe No. Street MAIL DEED TO: 1 MAIL TAX NOTICE To: Name Address _ City & State TOGTTITE3: With all and Iiut!ular thr: tenemirlits, heo,clit.taient ,and u1►purtvmuu•1•y ther►rtintu 11t•lt►1luill;r or Ill :11)[ •rtaitihiv, the rt! entlotl and rvvvr.,ion,4, remairitivr and remainders, rents, issues and proCits thereof. TO HAVE AND TO HOLD, All and singular the said premises, together with the appurtenances, unto the part y of the second part, and to her heirs and assigns forever. Lk: CIT\ESS WHEREOF, The said party of the first part has hereunto set his and seal the day and year first above written. SIGNED. SEALED AND DELIVERED IN PRESS. CE OF " ........ ........... .1. ........ . ... ..... , STATE OF ARIZONA ss. County of Pima On this 25th day of April Bonnie J. Trimmings in and :or said State, personally appeared Fred Be? man known to .ne to be the person ,chose name is 4 hand in the year 19 89. before me a Notary Public subscribed to the tivithin instrument, and acltnowiedged to me that he executed the same. ••••...,, I\ WITNESS WHEREOF, I have hereunto set my hand and affixed my otiici�i;eJl,.the4d:i� ;;ib� year in this certificate first above written. ( ? 1-1 \otar}• Public for tht: `?�t14:?�+i .Ar.i zona Residing at Tucson Ar': zdna My Comm. Exo..►; 93, J •r, 0 y V.ic ... C r _ a N !` .� �• .~ ... o.�` �� •^ � •may .f J Poo •( �. G.. L v _ II � y � �� •f L 7 � � » ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 9.00 BOISE IDAHO 03/02107 10:15 AM DEPUTY Bonnie Oberbill RECORDED- REQUEST OF III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III JUB Engineering 107030543 QUITCLAIM DEED Linda P. Harger , hereinafter "Grantor," does release and forever quitclaim unto Linda P. Harper , whose address is 4435 N. Black Cat Road, Meridian Idaho 83642 heirs and assigns, all right, title and interest which Grantor now has or may hereafter acquire in the following described real property situated in the E 1/2 of the NE 1/4, S.33, TAN., R.1W., B.M., Ada County, State of Idaho, to -wit: (See attached Exhibit A) TO HAVE AND TO HOLD, all and singular the said premises, together with the appurtenances, unto Grantee, and to heirs and assigns forever. WITNESS the hand of said Grantor this 9& day of e1?)V4fljjk ,-2006. STATE OF IDAHO :ss County of�i ) On this Z._10 day of �ML_eMh in the year 2006, before me. g Adli P)AK a Notary Public, personally appeared Uhn at, P know or identified to me to be the person whose name is subscribed to the w>thin instrumenV, and acknowledged to me that Ill, executed the same. IN 111011 "a)r1l 0j j •+♦♦�i moo` 4 �• ••. '� •. N ry blic for daho 10 (SEAL) ; Q,°� AR Y °°a *'_ Commission expires: O ° ' • d.�• G puBti1 '•O?'4 TE OF lo•. QUITCLAIM DEED -1 DOCUMENT I.C.4 111702 1530 BOI-MT 1:3 79783.1 Project: 10-05-026 Date: June 20, 2006 EXHIBIT A PARCEL DESCRIPTION That portion of the Northeast'/ of Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, as shown on a Record of Survey 7550, Instrument Number 106145860, and more particularly described as follows: Commencing at the Northeast corner of Section 33; thence along the Easterly boundary line of the Northeast %, South 00"27'22" West, 1,113.00 feet to the POINT OF BEGINNING; thence continuing along said Easterly boundary line, South 00'27'22" West, 264.00 feet; thence North 89'17'51" West, 957.00 feet; thence South 00°27'22" West, 232.43 feet to the Northerly boundary line of the Five Mile Drain; thence along said Northerly boundary line the following two courses: 1. North 77°43'33" West, 60.94 feet; 2. thence South 87'05'54" West, 302.00 feet to the Westerly boundary line of the Northeast'/ of Section 33; thence along said Westerly boundary line North 00°28'22" East, 503.60 feet; thence South 89'16'47" East, 1,317.98 feet to the POINT OF BEGINNING. Containing 9.887 acres, more or less. END OF DESCRIPTION Prepared by: J -U -B ENGINEERS, Inc. Gregory E. 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DAVID NAVARRO AMOUNT 16.00 3 BOISE IDAHO 08/09/10 08:09AM DEPUTY Randy Jennings IIIIIII VIII II�IIIllllllVIII'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII RECORDED -REQUEST OF TITLEONE BOISE 110073096 WARRANTY DEED Dyver Development LLC, an Idaho limited liability company, the Grantor, does hereby grant, bargain sell and convey unto, Viper Investments, LLC, an Idaho limited liability company, whose current address is PO Box 369, Meridian, Idaho 83680, the Grantee, the following described premises, in Ada County, Idaho, To Wit: Parcel 1: A parcel being located in the Southeast quarter of the Northeast quarter of Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, being that parcel of land described in Warranty Deed Instrument No. 101060029, records of Ada County, and more particularly described as follows: Commencing at a brass cap monument marking the Northeast corner of said Section 33, from which a brass cap momument marking the Southeast corner of said Southeast quarter of the Northeast quarter bears South 0°27'22" West a distance of 2631.60 feet; thence South 002722" West (formerly South 0°02'30" East) along the easterly boundary of the Northeast quarter of said Section 33 a distance of 1377.00 feet to the Point of Beginning; thence leaving said Easterly boundary North 89°17'51" West (formerly North 89046'30" West) a distance of 957.00 feet to a 1/2 inch diameter iron pin; thence South 002722" West (formerly South 0°02'30" East a distance of 189.66 feet (formerly 190.00 feet) to a 5/8 inch diameter iron pin; thence South 89°31'33" East (formerly South 8905835" East) a distance of 607.60 feet to a 5/8 inch diameter iron pin; thence South 0°46'02" West (formerly South 0015'19" West) a distance of 112.64 feet to a 5/8 inch diameter iron pin; thence South 89'16'40" East (formerly South 89°46'30" East) a distance of 350.00 feet to a point on the Easterly boundary of said Southeast quarter of the Northeast quarter; thence North 0°27'22" East (formerly North 0°02'30" West) along said Easterly boundary a distance of 300.00 feet to the Point of Beginning. Parcel II: That portion of the Southeast quarter of the Northeast quarter of Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, as shown on a Record of Survey 7550, and more particularly described as follows: Commencing at the Northeast corner of Section 33; thence along the Easterly boundary line of the Northeast quarter South 00°27'22" West 1,677.00 feet to the Point of Beginning; thence continuing along said Easterly boundary line South 00°27'22" West 439.04 feet to the Northerly boundary line of the Five Mile Drain; thence along said Northerly boundary line the following seven courses: North 83°53'05" West 27.54 feet; thence North 75°33'50" West 38.09 feet; thence North 69°03'54" West 151.65 feet; thence North 57°36'53" West 386.52 feet; thence North 58°15'13" West 395.70 feet; thence North 63°07'27" West 70.53 feet; thence North 77°43'33" West 21.66 feet; thence North 00°27'22" East 42.77 feet; thence South 89°31'33" East 607.60 feet; thence South 00°46'02" West 112.64 feet; thence - South 89°16'40" East 350.00 feet to the Point of Beginning. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: August G0 , 2010 Dyver Developmen By: Corey D. Bart , Managing Member State of Idaho, County of Ada, ss. On this (O�` day of August in the year of 2010, before me, the undersigned, a Notary Public in and for said State, personally appeared Corey D. Barton known or identified to me to be the person whose name is subscribed to the within instrument as the Managing Member of Dyver Development LLC and acknowledged to me that he executed the same as such Managing Member. In, �aamonQm 8 0 �o 0 brr47 a Notary Public Residing at: TD My Commission Expireb: 4 � ® 1q OFA ©00 �Qnomoo AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA I Linda Harger (name) Meridian (city) being first drily sworn upon, oath, depose and say: 4435 Black Cat Road (address) Idaho 83646 (state) 1. That I am the record owner of the property described on the attached, and I grant my permission to: Jane Suggs/WHPacific 2141 W. Airport Way, Ste 104, Boise, ID 83705 (name) (address) to submit the accompanying applications) 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 or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this l clay of % " W—,S 20� !'cam (SignaturefJ SUBSCRIBED 1Q,SWORN to before me the day and year first above written. �`.•' • + (1 of tblic for Idaho) • 00 ap •: : w�..r. + Residing at: �,•' �� My Commission Expires: ♦�� F OF Co'Mtmims"Y'ellopment w Planning Division w 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone; 208-884-5533 Fax: 208-888-6854 www.nteddiancity.orrJnlontiing AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Corey D. Barton / Viper Investments, LLC Meridian (name) (city) being first duly sworn upon, oath, depose and say: 1977 E. Overland Road Idaho 83646 (address) (state) 1. That I am the record owner of the property described on the attached, and I grant my permission to: Jane Suggs / WHPacific 2141 W. Airport Way, Ste. 104, Boise, ID 83705 (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 the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this 1 s� dayof ,2017 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above a 0 ,asees, i (Notary Public for Idaho) e d e Residing at: / V� h o " *i4d, -------- My My Commission Expires (n-OS'A�4- •a O. pdksaca Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste, 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridianeity.org/ lap nnirig Ill 0 0 o y ' : m o > O t m o` Q m n _ a d E O -Om - � a` U o a Q o (B + a7 � t J > U Z Z � W Q 'y O W C7 Z Q tll J m m W C7 Y c -gyp U w c d U U d O N O N rl El 4J W O L CL 4J tiau u c� w 0 N 0 110 rl r -I N BLACK CAT RD N BLACK CAT RD z w m rn " o U N m J J ° 1-- U 0 rn J w � N ~ Q w U� o Y F- < ul <ul -1 oQUQ'��1 �mz N J J M Z a a m z MW O z p iL O (n v N w `l d �D - Z- -31111.3NOlSNdQ O 09 Yo U) LOUz Q LOJ '-j �m a Zw `-V, M yN0 I- (��m LISHA AVF ;I N ELISHA AVE 'AN AVE a)r N C7 C W `? ll N U F C O J J J y U7 UN W E J �" -0O li N LO Vi N U Q 4 W J W J 4- w yp U J V7 0 0 0 0 0 o w o— L} J U m n- CL a m U a o� L7 to 0- CITY OF AMREDIA-N I RE-APPLICATx N MFETWG NOTE,9 Project/Subdivision Name: �trcg-y*c 56b. Applicants)/Conct ){ City Staff: G%Ak Location: Comprehensive Plan FLUM Designation: Design Guidelines Development Context: ❑ Urban ❑ Urban/Suburban Existing Use: Existing Zoning: _ Proposed Use: SFR- Proposed Zoning: Surrounding Uses: R Street Buffer(s) and/or Land Use Buffer(s): Sc, I oA gl Open Space/Amenities/Pathways: Access/Stub Streets/Street System: b(w.L Sewer & Water Service: Waterways/ Floodplain/Topography/Hazards: History: IV A Date: S-36,(7 Size of Property: aJ� Rural Note; A Traffic, Impact Study (TIS) will be required byACHD for large commercial projects and any residential development with over 900 units. To avoid unnecessary delays & expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments andlor conditions on large projects may delay hear€ng(s) at the City. Please contact Mindy Wallace at 387- to 87to a TIS, conditions, impact fees and process. J Other AgencieslDepartments 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 Modification/Transfer ❑ 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 X 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 this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may affect your submittal andlor application. This pre -application meeting shall be valid for four (4) months. C �N_E IDIA Community Development Department Project/Subdivision Name: Applicant(s)lContact(s): Development Services Division PRE -APPLICATION MEETING NOTES S o�= Community Development Staff 'aW GPSew�S �'oS ��j44-� Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 (208)887-2211 Date; 5.50` %-1 Mapping Provided: VY ❑ N .D.�oym�estic Water Serv�i/c�e: ,,(�� "j -It A5 elf`� j� �—�L� �----'�' Cut ec-C Mapping Provided.AWS ❑ N Reuse Water Service Mapping Provided: ❑ Y ❑ N aterwayslFloodplain/TopographylHazards: -!!!!+tU-t. 1-k 4V mss' 4It^^ C („t C' NAA. V . Mapping Provided: K Y ❑ N Gravitylftssurized Irrigation: LJ A." 'b District Street Lighting: m Reqs. Provided: 'V Y ❑ N The City of Meridian's Improvement Standards for Street Lighting can be found online at; hUp:/twww.meddiancity.org/publir, works aspx7id=272 V:IDIVISIONS1Development ServicesTormsTre-Application Meeting Notes.doex Rev. 10062015 New Subdivision at 4145, 4323, 4435 Black Cat Road Neighborhood Meeting Thursday, June 15, 2017 6pm f Name Address Phone/e-mail 1. �(./��, C•� L w� 3 �'v /v d/< <% c'I �_ �- b;61 cky cabte�nc , n� 2. $ e -u % AY4o2 '4��a3 c.� i a2aw er 3 fo — 57 -2 3. rl �it�- v'r •erg ��yjZls4 e- iY4+ 9 1 v�rav�s _ noH-he gmsl •caM ?g7-Z7,zz3 4. �� C2( in� l�9 W 7orar�a . the, neutOIL (6AYiy3e Aahm, � 5. Cllr` A,, 5'� p - f oiOJD Ko c is er, 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. New Subdivision at 4145, 4323, 4435 Black Cat Road Neighborhood Meeting Thursday, June 15, 2017 6 p Name 1. be -41 h L a/` Address ') Phone/e-mail 3 6 bV N < c�c C'I g Si 7 - S `f 7 6 2. Biu I Ay4olt bi6l QYQ `�`�a3 W iota CT c"Ie�rvc , Ae �-1 3 �O — 5-7311 3. ��r� 1919�ly :25vt(A m erlZ��4�NEt'�s46 Ave- ?F� 4. t 2I �Lt�PW C2(_cfjr) \/.I-mvis _ not-l%e pmd - cc nN gq7-Zz Z33 t l"77 W. ::fio"Oei .5W the, nevler(5,atiny3aaahm, 5. ��/f� �� 2 _ �1JJ (O`t- -A1C / Ct(/eXUS�(J Ioi� O�Mt( ICJY 6. �Z ZO w. Tor, -n6 oiLhe llp-o' orcv-iyIc. (0 )VI 8. �2(��r� �nv��S i1 ��J �02� lN, Toy z ��, ��(,�r CJ (o✓�GS�� E y �hoUCcrn� 9. Jukes Ca5pec 509 w. C�rG VM C CO ✓1 u 10. A01 V'\ l�ss',�, 4�)4Z O, C—<isha,6-oe Iu�nu�.ie5s'�nC�corncc�s�,n�t 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Jane Suggs From: Mindy Wallace <Mwallace@achdidaho.org> Sent: Tuesday, August 08, 2017 8:25 AM To: Jane Suggs Subject: RE: 4435, 4323, 4145 N Black Cat Rd Hi Jane, A full traffic impact study is not required, but I would recommend that you get a turn lane analysis done. Please let me know if you have any questions. M Mindy Wallace, AICP Planner III Ada County Highway District 208-387-6178 From: Jane Suggs [mailto:JSuggs@whpacific.com] Sent: Monday, August 07, 2017 6:08 PM To: Mindy Wallace Subject: 4435, 4323, 4145 N Black Cat Rd Hi Mindy, I thought I had already asked you about this property (attached) , but I cannot find the email. Will a traffic study be required for this development? 93 buildable lots, 21 acres Thanks for your help!! Jane Jane Suggs I Planner WHPacific, Inc. 12141 W Airport Way, Ste 104, Boise, ID 83705 Direct 208.275.8729 1 Mobile 208.602.6941 1 Fax 208.342.5353 1 jsuggsQwhpacific.com Enhancing Client Satisfaction through Creative, Exceptional Service NMSDC Certifier) MBEXPLIC Certified MBE From: Mindy Wallace [mailto:Mwallace@achdidaho.org] Sent: Friday, lune 02, 2017 3:41 PM To:'Shawn Brownlee' <shawn@trilogyidaho.com> Cc: Jane Suggs <JSuggs@whpacific.com> Subject: RE: 4435, 4323, 4145 N Black Cat Rd Shawn, I don't see any red flags. I am assuming you are using the minor local street section for the lots that front on the common areas. Have a good weekend! Mindy Mindy Wallace, AICP Planner III Ada County Highway District 208-387-6178 From: Shawn Brownlee [ma!Ito:shawnatrilogyidaho.com] Sent: Tuesday, May 30, 2017 1:10 PM To: Mindy Wallace Cc: Jane Suggs Subject: RE: 4435, 4323, 4145 N Black Cat Rd Hi Mindy, I have attached our proposed layout for the above mentioned properties. Wanted to let you review and provide comments if you have any. Thanks again, RJ L OG Y DEVELOPMENT Shawn Brownlee Project Manager 9839 W. Cable Car St. Suite 101 Boise, ID 83709 (208) 895-8858 office (208) 860-8371 cell (208) 895-0714 fax From: Mindy Wallace[mailto:Mwallace(5)achdidaho.org] Sent: Monday, May 22, 2017 12:52 PM To: Shawn Brownlee Cc: Jane Suggs Subject: RE: 4435, 4323, 4145 N Black Cat Rd Hi Shawn, 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 sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. 171,1 7 Applicant/agent signature U Dat Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitkor"lanning Meridian City Hall, Suite 102 E IDIAN� - 33 E. Broadway Avenue t' y Meridian, Idaho 83642 Community Development 208.887.2211 Department Parcel Verification Date: 8/7/17 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Rapid Creek Subdivision Parcel Numbers: SO433110560 (9.894 Acres) SO433142300 (5.05 Acres) SO433142230 (6.007 Acres) T/R/S: Property Owners 4N 1W 33 Linda Harger 4435 N. Black Cat Rd. Meridian, ID 83642 Viper Investments, LLC 1977 E. Overland Rd. Meridian, ID 83642 (15t parcel listed) (2nd and 3rd parcels listed) Address Verification Rev: 04/23/12 DESCRIPTION FOR RAPID CREEK SUBDIVISION A parcel of land located in the SE 1/4 of the NE 1/4 of Section 33, TAN., RAW., B.M., Ada County, Idaho more particularly described as follows: Commencing at the NE corner of said Section 33 from which the E1/4 corner of said Section bears South 00027'22" West 2631.60 feet; thence along the East boundary line of said Section South 00027'22" West, 1,107.75 feet to the REAL POINT OF BEGINNING; thence continuing along said East boundary line South 00°27'22" West, 1,008.29 feet to a point on the northerly boundary line of Nine Mile Creek; thence along said northerly boundary line for the following eight courses and distances: thence North 83°53'05" West, 27.54 feet; thence North 75033'50" West, 38.09 feet; thence North 69°03'54" West, 151.65 feet; thence North 57036'53" West, 386.52 feet; thence North 58015'13" West, 395.70 feet; thence North 63007'27" West, 70.53 feet; thence North 77°43'33" West, 82.60 feet; thence South 87°05'54" West, 302.03 feet to a point on the East boundary line of The Oaks South Subdivision NoA as filed in Book 110 of Plats at Page 15812, records Ada County, Idaho; thence along said East boundary line North 00°28'24" East, 503.62 feet to the SW corner of Oakcreek Subdivision No.3 as filed in Book 106 of Plats at Page 14692, records Ada County, Idaho; thence along the South boundary line of said Oakcreek Subdivision No.3 and the easterly extension South 89030'26" East, 1,317.99 feet to the REAL POINT OF BEGINNING. Containing 21.02 acres, more or less. ,..u$ so U 7729 X e4� OF ?RYG. CP Jane Suggs From: Sub Name Mail <subnamemail@adaweb.net> Sent: Thursday, June 29, 2017 10:50 AM To: Jane Suggs Cc: Gregory Carter Subject: Rapid Creek Subdivision Name Reservation June 29, 2017 Jane Suggs, W&H Pacific Gregory Carter, Idaho Survey Group RE: Subdivision Name Reservation: RAPID CREEK SUBDIVISION At your request, I will reserve the name Rapid Creek Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re -used by someone else. Sincerely, Jerry L. Hastings, PLS 5359 County Surveyor Deputy Clerk Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 (208) 287-7912 office (208) 287-7909 fax From: Jane Suggs [mailto:JSuciasCawhpacific.com] Sent: Thursday, June 29, 2017 9:47 AM To: Sub Name Mail Subject: [EXTERNAL] New subdivision at 4435, 4323 and 4145 N. Black Cat Road Hi Subnamemail, Let's try this again.... I would like to reserve the name: Rapid Creek Subdivision for a new subdivision to be constructed at the subject addresses, on the west side of Black Cat Road, south of McMillian Road. Parcel numbers are: SO433110560, SO433142300 and SO433142230. The surveyor is Greg Carter at Idaho Survey Group. The engineer is David Bailey at Bailey Engineering. The developer is Trilogy Development. The owners of the property are: Viper Investments, LLC and Linda Harger. Thanks, Jane eggg gggggg ggggwg ggggggw$gwwj3 �sErE§§§E§6 I /, I! 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Z > Z,' o z A -W n x m m C O z ------------------- --- ---- u N _ pN_ 2 Pll Aal H >9 s F q "o� v + PE PPPPPP ovov u � ®ao€oov v0000v d �P NO z y r rn --t rn ZSITE NSULTING, LLC Mr. Shawn Brownlee July 10, 2017 Trilogy Development Page 1 18 File 17044 1-A 9839 West Cable Car Street, #101 Boise, Idaho 83709 Re: Geotechnical Services and Recommendations Harger-Viper Subdivision 4145-4435 North Black Cat Road Meridian, Idaho Shawn: As per your authorization, on June 2, 2017 SITE personnel logged and sampled five test pits at your proposed Harger-Viper Subdivision. Based upon observed conditions, research, and laboratory test results we have generated the following geotechnical recommendations. The test pits were excavated on a property consisting of a three parcels. The property is located on the west side of North Black Cat Road, just south of McMillan Road in Meridian, Idaho. Tax parcel numbers and acreages were located for the properties on the Ada County Assessor's website. This source indicates the subject property includes a total of approximately 20.93 acres. Parcel Number Address Acres SO433142230 4145 Black Cat Road 6.0 SO433142300 4323 Black Cat Road 5.0 §0433110560 4435 Black Cat Road 9.9 Total Acres 20.9 Preliminary plans, supplied by the client, indicate that the proposed subdivision will include ACHD right of ways and may include up to 95 plus lots for single-family residences. Based upon our research, observations, and laboratory test results, the site is acceptable for the proposed residential subdivision development. Recommendations for construction are included herein. We appreciate this opportunity to be of service. When appropriate, we would like to discuss continuing our role as geotechnical consultant during construction. Please contact our office if additional information or services are required. Respectfully submitted, Bob J. Arnold, PE SITE Consulting, LLC 208-440-6276 * bjarnold Post office Box 190537 Boise, Idaho 83719 SITE ONSULTING, LLC INVESTIGATION SITE observed the excavation of five test pits and installed five monitoring wells at location suggested by the client. Test pit logs and groundwater monitoring data is included in the Appendix. Our research and observations indicate that high seasonal groundwater is present on the subject property. It is noted that the prior property owner / tenant indicated in conversation that the ponds on the north property are filled by diverting the irrigation water into the largest pond. She stated the ponds will drain and dry out if not kept full. It is recommended that the ponds be allowed to drain and all irrigation be discontinued. Groundwater monitoring before and after may indicate more favorable conditions for land development if the groundwater is lowered. Historical aerial photos indicate that the pond on the north parcel was excavated prior to 1992. A pond was previously present on the south parcel, near the center of the south property line. This area should be further evaluated during earthwork operations. SITE is available to assist with this additional research. RECOMMENDATIONS Site Work In areas not previously stripped, grubbing depths of up to 4 to 6 inches can be anticipated to remove most organic materials. Roots may exist as deep as two feet below the ground surface where large trees and ditches are or were located. Therefore, stripping depth is to be adjusted in the field at the time of construction. As indicated on the test pit log for TP -2. Cattle were previously buried on the property. The extent of this animal graveyard is to be determined and removed during site clearing operations. It is understood that many of the existing building structures will be demolished. Inspection is to confirm the removal of all foundation and slab on grade concrete. Septic tanks and wells are to be abandoned as per IDWR and IDEQ requirements. Excavations caused by demolition, removal of carcasses, grubbing of ditches, or the existing ponds are to be backfilled with structural fill. All subgrade soils present in the test pits can be used as structural fill on building lots and within right of ways. Compaction of silt/clay soil will greatly reduce percolation. Blending silt/clay surface soils with onsite or imported sand and gravels will improve surface drainage. 208-440-6276 * bjarnoldpe@msn.com (2) Post office Box 190537 * Boise, Idaho 83719 pq XNSUiTI G, LLC Compaction of any fill placed within building pads or right of ways must exceed 95% of the maximum dry density as determined by Standard Proctor testing. It should be anticipated that the Meridian Building Department will request these test results at the time of home construction. Structural fill must pass compaction testing and visual inspection for stability. Fill that passes compaction but is observed to rut or deflect under construction traffic is to be rejected Pavement Sections A sample of the surface silt was gathered and sent to a specialty soil lab for R -Value Testing. Results from Pavement Engineering Inc are included in the Appendix. Based upon an R -Value result of R=20 and a traffic Index of T1=6 (residential street), a pavement section of 2.5" / 4.0" /10.0" is recommended for all subdivision interior streets. A traffic index of T1=8 results in a pavement section of 3.0" / 4.0" / 14.0". Your civil engineer must confirm with ACHD that T1=8 is acceptable for Black Cat Road. If another value is provided, SITE will calculate a new pavement section. All materials and methods used in the construction of streets and sidewalks are to comply with ACRD and ISPWC requirements. Stormwater Disposal / Groundwater Issues As indicated, stopping irrigation and draining the onsite ponds may lower the seasonal high groundwater. These recommendations assume the groundwater is at approximately two feet below the surface as measured in the onsite monitoring wells. Due to shallow groundwater, it may be necessary to substantially fill the subject property to increase the clearance above high static groundwater. Stormwater disposal is best accomplished by the construction of systems that do not require a three-foot separation such as horizontal drains or clay lined forebay ponds. Any injection system is to be over excavated to the free draining pitrun type sand and gravel encountered in all five test pits at 3.0 to 5.0 feet below the existing ground surface. A maximum percolation rate of P=8 inches/ hour is to be used for design. It is to be confirmed at the time of construction that infiltration facilities are extended to the clean (silt free) sands and gravels observed in all tests pits. If over excavation is required backfilling with additional filter sand or clean (< 7% 4200) pitrun is recommended. It is noted on the test pit logs that sloughing soils made deeper excavation impossible with the utilized backhoes. It is anticipated that larger excavators will easily out run the sloughing soil and obtain deeper depths. Dewatering should be anticipated for utility installation. 208-440-6276 * biarnoldpe@msn.com (3) Post office Box 190537 * Boise, Idaho 83719 Oad /01CONSULT[NG, LLC Foundation Design Foundation bearing pressures of up to 1500 psf are available on the native soils and tested and approved structural fills consisting of native soils or imported fill. Basements are not allowed. The foundation for homes with crawlspaces are to be sealed with mopped, sprayed, or rolled on sealer. Shallow foundations are to be embedded at least 24 inches below adjacent grade for frost protection. Building Code requires that soils used to back fill foundations meet the compaction requirements stated above. Low- density foundation backfill has been shown to be a major contributing factor to water accumulating in crawlspaces throughout the Treasure Valley. Homebuilders are encouraged to properly backfill all foundations. This is especially critical on lots where structural fills have been placed below the foundation. Foundation elevation and site grading must conform to the requirements of the Building Code. Elevation and grading must promote drainage away from the foundation. Landscaping should be designed to promote drainage away from foundations. Flowerbeds and landscaped areas must be designed such that irrigation water and roof runoff is not retained against foundations. Roof gutters are recommended with down spouts directed away from foundations and not on to foundation backfill soils. Proper design and maintenance of sprinkler systems is required. Excessive watering may lead to water entering the crawl spaces. Drip type sprinkler heads should be used in flowerbeds near foundations. Lawn area sprinklers should not spray toward foundations or cause water to accumulate near foundations. Inspection Proper inspection and testing services are critical to successful development of this property. Inspection is to confirm removal of organic materials, animal carcasses, and foundation / slab on grade concrete. Testing and inspection should confirm all structural fill. Given the free draining nature of the deep sand and gravels no percolation testing has been performed. ACHD may require perc testing at the time of construction. 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. Contactors may use the onsite wells to evaluate current groundwater conditions. 208-440-6276 * bjarnoldpe@msn.com (4) Post office Box 190537 * Boise, Idaho 83719 SIVE 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. 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 (5 ) Post Office Box 190537 * Boise, Idaho 83719 s SITE APPENDIX Preliminary Plan * Harger-Viper Subdivision Property Aerial Photo Test Pits Logs Groundwater Well Data Soil Log Legend / Abbreviations and Acronyms Project & Adjacent Well Logs (4) Pavement Section Calc Sheets (2) R -Value Report 208-440-6276 * bjarnoldpe@msn.com (6) Post Office Box 190537 * Boise, Idaho 83719 SITE ONS'ULTING. LLC harger- viper auuummiull Tl-1 0 '0 SP M, F� rlb 3 f t' a I 6 r>/ _ p 4M a fXf � i f 208-440-6276 * bjarnoldpe@msn.com (7) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC Google Earth Aerial Photo 208-440-6276 * bjarnoldpe@msn-com (8) Post Office Box 190537 * Boise, Idaho 83719 ONSULTIN , LLC TEST PIT LOG Test Pit: TP -1 File M 17041-A Client: Trilogy Development Date Excavated: 06/02116 Project: Harger-Viper Subdivision Excavated By: Goold Excavation Location: 43 38 39.0 -116 27 28.8 Logged By: J. Meusch - SITE DEPTH SOILS DESCRIPTION (feet); r `3/4" 1 1/2" `' 318" # 4 #10 #40 # 900 # Z00 %M LL PL PI 0.0-1.0 Light Brown, Wet, Firm, Fine, Clay/Sand with gravel Deep rootzone / organic layer 1.0-3.0 Light Brown to Tan, Wet, Clayey SAND with Gravel 3.0-8.0 Pitrun type Sand and Gravel - saturated with slit and clay Groundwater present at 3.0' and rising 8.0 Bottom of Test Pit Excavation Halted due to Sloughing Soils below water level Well installed TEST PIT LOG Test Pit: TP -2 File M 17041-A Client: Trilogy Development Date Excavated: 06/02/16 Project: Harger-Viper Subdivision Excavated By: Goold Excavation Location:1 43 38 39.2 -116 27 25.6 Logged By' J. Meusch - SITE DEPTH (feet) SOILS DESCRIPTION 3i4" 1/2" 318" # 4 #10 #40 ;100 #200 %M LL PL PI TEST PIT RELOCATED TWICE TO AVOID BURED CATTLE 0.0-1.0 Brown to Tan, Wet to Saturated, Sticky, Clayey, SAND with Gravel and organics / rootzone materials 1.0-4.0 Brown, Wet to Saturated, Sticky, Clayey, SAND with gravel 14.0-7.0 Groundwater at 4.0' and rising Pitrun type Sand and Gravel - Saturated with silt and clay 7.0 Bottom of Test Pit Excavation Halted due to Sloughing Soils Below water level Well Installed 208-440-6276 * bjarnoldpe@msn.com (9) Post Office Box 190537 * Boise, Idaho 83719 /CONSULTING, LLC TFST PIT LOG Test Pit: TP -3 File #: 17041-A Client: Trilogy Development Date Excavated: 06/02/16 Project: Harger-Viper Subdivision Excavated By: Goold Excavation Location: 43 38 42.5 -116 27 25.8 Logged By:I J. Meusch - SITE DEPTH SOILS DESCRIPTION 112" 318" # 4 # 10 #40 #10 # Z00 )M LL PL PI 0.0-1.0 Brown to Tan, Wet to Saturated, Sticky, Clayey, SAND with Gravel and organics I rootzone materials 1.0-4.0 Brown to Tan, Wet to Saturtated, Firm, Silt I Clay OF314" 4.0 Gravel Contact 4.0-6.0 Pitrun type Sand and Gravel - Saturated with silt and clay 6.0 Bottom of Test Pit Excavation Halted due to Sloughing Soils Below water level Well Installed TEST PIT LOG Test Pit: TP -4 File #: 17041-A Client: Trilogy Development Date Excavated: 06/02/16 Project: Harger-Viper Subdivision Excavated By: Goold Excavation Location:1 43 38 42.4 -116 2718.9 Logged By: J. Meusch - SITE DEPTH (feet) SOILS DESCRIPTION 314" 112" 3/8" # 4 # 10 # 40 # 100 #200 %M LL PL PI 0.0-5.0 Light Brown to Tan, Moist, Sandy Gravel with Silt Groundwater at 3.5' and rising 5.0-6.0 Pitrun type Sand and Gravel with silt to 6.0' Clean and free draining below 6.0' 6.0 Bottom of Test Pit Excavation Halted due to Sloughing Soils Well Installed 208-440-6276 * bjarnoldpe@msn.com (10) Post Office Box 190537 * Boise, Idaho 83719 • SITE TEST PIT LOG Test Pit: TP -5 File #: 17041-A Client: Trilogy Development Date Excavated: 06102/16 Project: Harger-Viper Subdivision Excavated By: Goold Excavation Location: 43 38 35.8 -116 27 16.4 Logged By: J. Meusch -SITE DEPTH (feet) SOILS DESCRIPTION 3/4" 112" 318" #4 W10 #40 #1 # 2Q0 %M LL PL PI 0.0-1.0 Brown to Tan, Moist to Wet, Sandy, SILT/CLAY With organics and rootzone materials 6/12/2017 Elevation 1.0-4.0 Brown, Moist to Wet, Sand and Gravel with Silt / Clay Groundwater entering test pit at 3.0' 6.11' -1.11 5.99 -2.99 4.0-7.0 Clean, Moist to Saturated, Pitrun 5.20 -0.20 6.15 '' -1.48 7.0 Bottom of Test Pit Excavation Halted due to Sloughing Soils Well Installed 6.45 -2.45 7/6/2017 Elevation r,rnundwater Measurements Well # #1 #2 #3 ' #4 #5 Ground / Hub Elevation Casing Height Casing Elevation 6/2/2017 5.00 5.00 4.67 4.67 New 5.00 5.00 Wells 3.00 3.00 Installed 4.00 4.00 6/12/2017 Elevation 5.20 -0.20 6.00 > -1.33 6.11' -1.11 5.99 -2.99 5.85 -1.85 6/20/2017 Elevation 5.20 -0.20 6.15 '' -1.48 7.20 -2.20 6.32 -3.32 6.45 -2.45 7/6/2017 Elevation 5.70 -0.70 6.35 -1.68 5.35 -0.35 6.55 -3.55 7.00 -3.00 Elevation Table will be converted to elevations when hubs are installed 208-440-6276 * bjarnoldpe@msn.com ( 11) Post Office Box 190537 * Boise, Idaho 83719 SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOS LRAVELLY L & < 5% - #200 1 GV L� ' COARSE 5-12% -#200 L' GRAINED #4 >12% - #200 SOILS SAND & < 5% - #200 �CS� < 50% - #200 SANDY 711. SOILS >12% - #200 I > 50% - # 4 LS' SILTS & INORGANIC I FINE CLAYS C GRAINED LL < 50% ORGANIC C SOILS SILTS &NIC C r!! > 50% - #200 CLAYS C LL > 50% ORGANIC C HIGHLYORGANIC SOILS and mixture, little or no Ti sand mixture, little or no mixtures Well -graded sand gravelly sand little or no fines. Poorly -graded sand gravelly sand little or no fines Silty sand sand -silt mixtures Clayey sand sand -clay mixtures Inorganic silt and very fine sand, rock flour, silty or clayey fine :,. is ox silt with slight plasticity Lean clay -low to medium plasticity, gravelly, sandy, or silty ch Organic silt and organic silty clay of low plasticity Elastic silt micaceous or diatomaceous Clan; 9r siltysoil. Fat clay h plasticity Organic clay-med of high plasticity: organic silt ppm+ hitmim swamp soil with high organic content AQRQGv1oT1nNS AND ACRONYMS 208-440-6276 * biarnoldpe@msn.com (12) Post Office Box 190537 * Boise, Idaho 83719 /SITE ON ULT[NG, LLC WELL LOGS im n IDAHO DEPARTMENT OF WATER RESOURCES Use Typewriter Cor / WELL DRILLER'S REPORT Ball Pint Pen O9A',142 ..+ 1. DRILLING PERMIT NO. , .meq . -p-IgS—nom I I. WELL TESTS; Other IDWR Nd. n numn n Railer QAtr n Fiowina Artesian 2. OWNER: Name FRANK SKINNER Address AJAA N $!,AC'K[.AT Rn. City MRR,L,D AX Stste__jjyip 831Rd2 3. LOCATION OF WELL by legal description: Sketch map IocatIon a= agree with written location.. N Twp. _¢__ North Iii or South Cl vw E Figs. j East O or NtsstX0 GWI Lot _ Cnuiny A— s Address of Well Silo Rfy,_C"yMRgjnTAN n n. N.xmauo>. owmca»n=+ea`va*.u:t LL Bik. Sub. Name 4. PROPOSED USE: N Domestic d Municipal O Monitor ❑ Inigallon ❑ Thermal T1 Injection ❑ Other 5. TYPE OF WORK EXNew Well ❑ Modify or Repair Cl Replacement ❑ Abandonment 6. DRILL METHOD El Mud Rotary f$ Air Rotary ❑ Cable ❑ Othgr___._.. eeAr imn nc~mniiacct $EA10-IL erA PACK, I -- MHTNOD sPo�criiotlaa MaL. 1 From To ' _ P, ITYRR�RnORE �i 64 zsa sSTFEt+ Was drive shoe used? Y ei NU Was drive shoe seat tested? Y CI W 8. CASING/LINER: nLUnk[w Fop Tu ea 4s! 6r' �i 64 zsa sSTFEt+ C --WI Li— W." Th. - d O [X ❑ Ip ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Length of Headpipe Length of Tailplpe 9. PERFORATIONS/SCREENS TOr Perforations Method - 76 Screens Screorr7y�-po--�' S O STAINLESS From To sm sire mm- ow'wY!0 E3 Mateid CesNg rear 1(B STATIC WATER LEVEL OR ARTESIAN PRESSURE: _ l�yP`",,,_.tt, below ground Artesian pressure lb, Depth Ilow encountered ft. Describe access port or control davloes:_ --- 208-440-6276 — Water Temp.. Bottom hole temp. Water Quality test or comments: 12. LITHOLOGIC LOG: (Dsscrttm repairs or abandonment) w4is, arae I— I To --Remark$: Ulhology, Water Quality. a Tempmrelura I Y I N Completed 13. DRILLE€i'S CERTIFICATION VWe certify that all minimum well construction standards were complied with at the time the dg was #*moved. Flan Msmo Fit,.J. S.O.S.WELLDRILLING 12 Firm Ortict ' Daie_ and Supervisor or Oparato ,-- l�nanoov..r4 FORWARD WHITE COPY TO WATER RESOURCES 208-440-6276 * bjarnoldpe@msn.com (13) Post Office Box 190537 * Boise, Idaho 83719 Md •In Office Use Only Form 218-7 IDAHO DEPARTMENT OF WATER RESOURCES bj� by _ 3195mc% WELL DRILLER'S PS"RT Twp i/4 Itgc i/4 sx vi 1. DRILLING PERMIT NO. �2-3 Other IDWR No. Doo 12850 2. OWNER, Name Frank Skinner _-- Address 4145 N. Black Cat lid City Meridian State ID Zip 83612 3. LOCATION OF WELL by legal d—caetiptions Sketch map I c tion mi ni age wi0i written Wtion �4j Twp.4 North ® or South ❑ W E Bge. 1 East or West 19 Sec. 33 1/4 SE 1/4 NE 1/4 H§ Ir -0-- Mr -- S Govt tot CouutyAda Let: Long:_.: Address of Well Sitek 145 N Bleck Cat Rd - City Meridian at�'*� Lt.Bik. Sub. Name 4. USE: 0 Domestic 0 Municipal Monitor 0 Irrigation 0 Tbmwl 0Injection ❑ Other S. TYPE OF WORK check all that apply (Replacement eta.) 0 New 1Vcll 0 Maliry 0 Abandonmeat 0 Other 6. DRILL METHOD ® Air Rotary 0 Cable [.7 Mud Rotary Q Other 7. SEALING PROCEDURES lr'11RR. A FIOD fvfatariol Y— T, Se ar Pouude bmismita— -A' 2(Y 1-14 nxwhom Was drive shoe used? 0Y 0 N ShoeDeptb(s) Was drive shoe seal tested? 0 Y 9 N How? .. CW lariat Wehted llvirrtkd 0 0 0 0 Length of Headplpc l0' 1A.4011 of Tailpipe 4. PERFORATIONSISCREENS 0 Perfmations Methodwashin 0 Screens Screen Type (,,lc a ding MM MO. 11�1119 Fmm To ■ ■ 10" 0' 10. STATIC WATER LEVEL OR ARTESIAN fl SSURE" ft. bdoyr gromtd Artesian Nvssufe Ib Depth flow catcpurde pd _.ft. Desrnbo access port or control devices: 11. WELL TESTS - 1Z LTMOLOGIC LOG: (Desi repairs or abs adornumt) Witter -Boca Fmm To Rorariu:i,iWiop',W�rQwltty It Teat'. Y N 10" 0' T btawntopsait 10" T 8' brown send & uveJ 10" e' 14' bfowrt scud & vel 10"-14' Ir brown cobbke & gravel 10" 1T : 20' rows sand 6" ay 25'vn sand sandy clay Anps .. 45' brown day 6" 48' S5' brown sand own clayw s[rtp9 _ 6" 65' 1 71' I brown sand G' 71' 74' 1 brown clay 6" 74' 82' whilc&,brownsand 6 2 I 84 brawn clay 1 to & brown umwNna gYiltt Lit �IVEIJ `�f�t Completed Depth: 84 fl4icastrrahla) Dsto: Started dAm Comdgd 6 13, DRILLER'S CERTIFICATION UWo oatify that all minimum well caistnation standards were complied with at the time ft rig was removed FirmName t ___ Firm Nn212 Firm Odic al�:5—z-t Data�i Supervisor a (tttioatac) Data: o4n0too 7r,me:1:40 PM RECEIVED MAY 5 - 2000 Depaftment of Water Resources 208-440-6276 * bjarnoldpe@msn.com (14) Post Office Box 190537 * Boise, Idaho 83719 ONSULTING, LLC USE TYPEWRITER OR State of Idaho �. BALI POINT PEN Department of Water Administration WELL DRILLER'S REPORT f r State law requires that this report be Nlad wlthiMDircctor, Depanment of Water Adminlstretion within 30 day$after the comblrtion orabandonment of the well" 1. WELL OW ER �. PoP Name— AtNJross,_, .r<E3' Owner's Permit No... �'� 7, WATER LEVEL r '� Static water Ievel-, — lent tMimv Mand-utlSca j Flowing? p Yes FS No QP.ht, Zloty" ''nfsy Temperature" F. Cu liry Artesian closed -in pressure p.s.i. Controlled by ❑ Valve p Cap 11 Plug 2. NATURE OF WORK P( New well ❑ Deopened p Replacement d Abandoned (describe method of abandoning) 8, WELL TEST DATA ❑ Pump X Bailer O Other gixhvoe D.P.M, Dries Dawn 'Noun Pu+nDed 3. PROPOSED USE Domestic ❑ Irrigation 0 Test O Municipal O Industrie) ❑Stock 9. LITHOLOGIC LOG 041628 ... .. Hol, UMthvlaw Diam. from To M.W41 Ys No 4. METHOD DRILLED Cable ❑ Rotory ❑ Dug ❑ Other 6. WELL CONSTRUCTION Diameter of hole _4___ inches Total depth --_P7�feet Cesing schedule: Nt Steel ❑ Concrete I Thtekar DNmeur LF rom r�ifr JJo _ inches inches t_.� feet 1_,daet Inches inches feet feet Inches inches feet _feet _.�....— Inthas Inches feet feet inches inches feet _feet WO s packer at nal utedl 11 Yes IitNo Performed? 0 Ye; %No Howpartotatedi U Factory 0 Knife ❑ Torah SiteofPatimolion — Inches by.,,,,e Itches Number From To perforations _ feet feet perforations feet toot perforations feet feet Wall screen installed? d Yes pd No htam,faotuter`shimo __ TVM—.� - Model No. Diameter—Slotsize_ Setfrom feetto ieet Diameter— Slot,lza_.Slat from feat to tont Gravel packed? Q Yes ut No Size of gmyal Pined term.. feet to� _ , feet Surface seal? P' Yes ❑ No To whatdapth-A..,42-- -foot Material used In seal ❑ Cement grout poddlltry?Clay '' C lS - - - -' -- - .. 6. LOCATION OF WELL Sketch map 1 location must agree with written location. f/'Q YAI/ N r Ssa,V-, W j' �pQ�/� ''}�� •-^�--•---�{::- �C S /�� Count!y.—R-JPA te, �y Wort swJled� � tni htf 11. DRILLER'S CERTIFICATION This wall was drilled under my supervision and this report is true to the best of my knowledge. N`i m •i NimO eMw� ..__t4•__. ._.. tL¢eaontTInraas el,cere..e.��..�......... runnr+nu t rye WHITE, BLUE, AND PINK COPIES TO THE DEPARTMENT 208-440-6276 * bjarnoldpe@msn-com (15) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTI G, «C 2aea IDAHO DEPARTMENT OF WATER RESOURCES ass n Office Use Only jtf WELL DRILLER'S REPORT 064} Inspected by Use Typewriter or Bailpoint Pen Twp— Rge_Sec _ ---1/4--1/4-1/4 1. DRILLING PERMIT NO. 1- a5--�=0734 -Cy-Y- 11. WELL TESTS: Lai: Lang:' Other IDWR No. ❑Pump r Bailer AllI Ekxv+ng gftosion 2. OWNER: Name P_tl1H. 9P XC.ER _- Address 4323 N. RLACKCAT RD CityMERIDIAN State---MZip A�6A2 3. LOCATION OF WELL by legal description: Sketch map location must agree with written location. N Twp.4 North or South D X E Rga. J Emil _) or Wo"R -1 Sec. 33_— y 21' _ 7/4 ,214 r — — — Qov'1 Cot — 'ounry.. ADA s Lat: i Long: , Address of Well 51i ".,�:�%3 _L�,CKCAT. rIi;D t .city MER ID i AH Lt. Blk. Sub. 4. USE: AMOUNT X,, Domestic E: Municipal ❑ Monitor C Irrigation C, Thermal 2 Injection ❑ Other saceaor Pnr,a+S 5. TYPE OF WORK cheek all that apply (Replacement etc.) X New Well 7 Modify 0 Abandonment ❑ Other 6. DRILL METHOD r. ,XAIr Rotary L. Cable ❑ Mud Rotary 0 Other 7. SEALING PROCEDURES SEAL/FILTER PACK AMOUNT METHOD M3renal Fam To saceaor Pnr,a+S a44 4 �= 4 -!L XXIL £�54– , 4 ee �ERRFiR33E2. — 4$--BRN-8A 1- 7— 1_ 7 stt—�t� D-/GA-kPEI--- -Y -DR-N RN—s w —y- yn A" RNy� SSpA}N``�D ®y BR.N—SANS — o ass- {},_ :C-- r. Was drive shoe usedfC, Y ❑ N Shoe Depih(s) Was drive shoe seal tested? ❑Y YN How? 8. CASING/LINER: wma ;r Ca5Ng Liner Weida+ Throa&-d 30 r; X0 G .1 G ❑ n X0 ❑ C Lengllh of Headpipe Length of Tdllfupor 9. PERFORATIONS/SCREENS -X PFriaratlnns... tdodwd SA1y. '_. Ecufam; Screon Typo Fran Tn si"L`. Number Ck±:i 65r Material Casing t.;ner —PP 4 ,% C G X-1 17, Flpi To a= 4b,oA9� PEEL_ N a44 4 �= 4 -!L XXIL £�54– , 4 ee �ERRFiR33E2. — 4$--BRN-8A 1- 7— 1_ 7 stt—�t� D-/GA-kPEI--- -Y -DR-N RN—s w —y- yn A" RNy� SSpA}N``�D ®y BR.N—SANS — o ass- {},_ :C-- r. 105STATiC WATER LEVEL OR ARTESIAN PRESSURE: It. below ground Artesian pfossuro _—lb'. Depth flow encountered ft. Describe access port or control devices: Prat �.�..tr,;,., omwpoxn Pumpmp Level Tm'a. Remarks: Lhhotagy, Water Quality & Tompormure Y N a44 4 �= 4 -!L XXIL £�54– , 4 ee �ERRFiR33E2. — 4$--BRN-8A 1- 7— 1_ 7 stt—�t� D-/GA-kPEI--- -Y -DR-N RN—s w —y- yn A" RNy� SSpA}N``�D ®y BR.N—SANS — o ass- {},_ :C-- r. Water Temp- _.� Bottom hole temp. Water Quality test or comments:. _ Dept) first Water Encountered 12. LITHO LOGIC LOG:, (Dosctiba ropalra or abandonment) ylauu pe Fran To Remarks: Lhhotagy, Water Quality & Tompormure Y N a44 4 �= 4 -!L XXIL £�54– , 4 ee �ERRFiR33E2. — 4$--BRN-8A 1- 7— 1_ 7 stt—�t� D-/GA-kPEI--- -Y -DR-N RN—s w —y- yn A" RNy� SSpA}N``�D ®y BR.N—SANS — o ass- {},_ :C-- r. — - —RDIT nC tt�-yrs /i ti,.. J - Completed Doptt71 ' - O,tL,1.4�01 ..CA.S.[N,G(M,aae+lrabte} f?)La:STditod U 20/9- i Completed9�20/95 13. DRILLER'S C6R-TlFIJ4ATION UWe certify that all minimum well construction standards the time the rig was removed. were complied with at O. S. WE, LLDRI LL ING Firm NrtnBa' ' Firm and _ Supervisor or Optratoi_- t%YDItP� - _ (Sign once If FI. Olrwial A Opemtnr) FORWARD WHITE COPY TO WATER RESOURCES 208-440-6276 * bjarnoldpe@msn.com (16) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC DESIGN SECTION CALCULATIONS (ACRD R -Value Method) Project: Bisck Cat Property File No.: 17041-A Calc By: B. Arnold Client: Trilogy Date: 07/04/17 Design Thickness Equation: T = 0.0032 (TI) (100-11)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 6 By Agency GE = Gravel Equivalent R = R -Value = 20 By Soils Test GE= 18.9 Inches ACHD ACP, 314" Road Base and Aggreqate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 2.5 Inches ACE= 5.0 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 9.5 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 9.5 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 10.0 inches R=20 is maximum value used by SITE for pavement design. 208-440-6276 * bjarnoldpe@msn.com (17) Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULT Nva, LLC DESIGN SECTION CALCULATIONS (ACRD R -Value Method) Project: Black Cat Property File No.: 17041-A Calc By: B. Arnold Client: Trilogy Date: 07/04/17 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 8 By Agency GE = Gravel Equivalent R = R -Value = 20 By Soils Test GE= 25.1 Inches ACHD ACP, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 3.0 Inches ACE= 7.5 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.4 Inches Calculated Aci-gregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 13.2 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 3.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 14.0 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 3.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 14.0 inches R=20 is maximum value used by SITE for pavement design. 208-440-6276 * bjarnoldpe@msn.com (18) Post Office Box 190537 * Boise, Idaho 83719 100 - 90 80 a� 70 60 50 - 40 30 - 20 10 0 800 700 600 500 400 300 200 100 0 Exudation Pressure (P.S.I.) –o—Resistance Value Test —300 P.S.I. Specimen No. SITE o NSULTIN, LLC Pavement Engineering Inc. Redding • San Luis Obh5pw Cat!rans` /AA-fRL /QC • QA 9.8 RESISTANCE (R) VALUE TEST 9.4 ASTM 0 2844 Laboratory No.: L170827 Project No.: 170023 Sample Date: June 20, 2017 Report Date: June 28, 20V Client: Site Consulting LLC Project Name: 2017>Laboratory Testinn Sample Description: Brown Clayey Silt Sample Location: Black Cat Subdivision 100 - 90 80 a� 70 60 50 - 40 30 - 20 10 0 800 700 600 500 400 300 200 100 0 Exudation Pressure (P.S.I.) –o—Resistance Value Test —300 P.S.I. Specimen No. 1 2 3 Moisture Content %) 9.8 11.0 9.4 Dry Density PCF 121.1 120.6 121.5 Resistance Value R 71 63 80 Exudation Pressure PSI 392 124 558 Expansion Pressure 26 13 78 As Received Moisture Content '(°!°) 0.8 Kt51' I ANUt VALUt A 13UU r -a1.1. 00 AMR Reviewed By: Brandon Rodebaugh �asHTO P,& Materials Engineer Follows 208-440-6276 * bjarnoldpe@msn.com (19) Post Office Box 190537 * Boise, Idaho 83719 Jane Suggs From: Mindy Wallace <Mwallace@achdidaho.org> Sent: Friday, June 02, 2017 3:41 PM To: 'Shawn Brownlee' Cc: Jane Suggs Subject: RE: 4435, 4323, 4145 N Black Cat Rd Shawn, I don't see any red flags. I am assuming you are using the minor local street section for the lots that front on the common areas. Have a good weekend! Mindy Mindy Wallace, AICP Planner III Ada County Highway District 208-387-6178 From: Shawn Brownlee [mailto:shawn@trilogyidaho.com] Sent: Tuesday, May 30, 2017 1:10 PM To: Mindy Wallace Cc: Jane Suggs Subject: RE: 4435, 4323, 4145 N Black Cat Rd Hi Mindy, I have attached our proposed layout for the above mentioned properties. Wanted to let you review and provide comments if you have any. Thanks again, Shawn Brownlee Project Manager 9839 W. Cable Car St. Suite 101 Boise, ID 83709 1 (208) 895-8858 office (208) 860-8371 cell (208) 895-0714 fax From: Mindy Wallace [mailto:Mwallace@achdidaho.org] Sent: Monday, May 22, 2017 12:52 PM To: Shawn Brownlee Cc: Jane Suggs Subject: RE: 4435, 4323, 4145 N Black Cat Rd Hi Shawn, On Black Cat we would need 48 -feet of right-of-way from centerline and you would be responsible for the construction of a 5 -foot wide detached sidewalk located a minimum of 41 -feet from the centerline of the roadway. Black Cat is classified as a minor arterial roadway, I would suggest that you plan for 1 new connection to Black Cat Road. As stub street to the south will not be necessary. You are correct that east/west collector shown on the functional class map will be constructed south of these parcels. Please let me know if you have any other questions. Mindy Mindy Wallace, AICP Planner III Ada County Highway District 208-387-6178 From: Shawn Brownlee[mailto:shawn(atrilagyidaho.com] Sent: Thursday, May 18, 2017 2:11 PM To: Mindy Wallace Cc: Jane Suggs Subject: 4435, 4323, 4145 N Black Cat Rd Hello Mindy, I have attached a parcel map showing three properties that we are going to map and start the entitlement process soon. I have also attached a COMPASS functional class map and it shows a future proposed collector Rd going through the 4435 N Black Cat property. I am assuming this is conceptual and proposed alignment can float around. I believe proposed collector will more than likely be south of our proposed project. Can you share some insight on your thoughts and needed R.O.W. for Black Cat? Would we qualify for two entrances onto Black Cat Rd? Once we get a conceptual map, I will share with you. Thanks Mindy, Shawn Brownlee Project Manager 9839 W. Cable Car St. Suite 101 Boise, ID 83709 (208) 895-8858 office (208) 860-8371 cell (208)895-0714 fax RL 6 11 ON Y k'. L Or .a •�� -' � � r ��' Bo�gifll f � t J ®®i■i 6 , s ■ ■q` a ♦ '�_ i) a ii _J !g WON=, � jl .W/ ones EL ' c — : :J41 O' An 9 h ti� �I��''I� A''mFFe� R:AP■IF67Hl-'FYiI