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Geotech Report V1SITE CONSULTING, LLC Patrick Connor Providence Properties 701 South Allen Street Meridian, Idaho 83642 Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 Re: Geotechnical Feasibility & Preliminary Recommendation Report Tessera Ranch Subdivision NW Corner — Linder Road and Amity Road Meridian, Idaho Patrick: February 18, 2022 File # 22820-A Page 1 of 18 SITE is pleased to assume the role of Geotechnical Engineer of record for the referenced project. SITE has visited the project site and researched available published information. Documents reviewed included Ada County Records, IDWR Records, Historical Aerial Photos (Google Earth), Geologic Mapping, Ada County Soil Profile, and a previous geotechnical recommendation report prepared in 2019, By Geotek, Inc. for the subject property. Based upon our research and observations, the planned residential development is geotechnically feasible. Preliminary design recommendations are provided herein. We appreciate this opportunity to be of service and look forward to working with you and your design and construction team during design and construction of this project. Respectfully submitted: Bob J. Arnold, PE SITE Consulting, LLC �S�oNAL O��i �G�STEq�O �yF 0 eOgrE of �pP OHO J. PleF Page I 1 Z/"*>� SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 RESEARCH ADA COUNTY ACCESSOR RECORDS Ada County Assessor records indicate that the subject property includes the following parcels. Property Parcel # Address Acres 1 S-1226417275 4185 South Linder Road 39.99 2 S-1226417225 South Linder Road 78.63 Total Acres 118.62 GROUNDWATER INFORMATION The original Geotechnical Evaluation Report by Geotek, Inc. (Report # 2045-ID, dated 7/1/19) included seventeen test pits that ranged from nine to twelve feet deep. None of the test pits reached the groundwater. This information prompted a review of IDWR well log records. The property is located within Section 26, R3N, T1 W. IDWR records for the area included 41 wells with a reported depth to static groundwater. All are greater than 40 feet to water and most are greater than 70 feet. Two onsite well logs and three on immediately adjacent parcels have been included in the Appendix. These well logs indicate the onsite groundwater is greater than 90 feet deep and therefore groundwater monitoring is not required. SURFACE SOILS The Ada County Soil Survey website generated the following information: LABEL SOIL TYPE Colthrop cobbly 43 loam, 2-4% slopes Elijah, silt loam, 0- 48 2% slopes Power silt loam, 0- 129 2% slopes Page 12 SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 The Geotek Report confirms what is reported in the Ada County Soil Survey. Surface soils are one of two conditions. The low lying, center, and south sections, of the property have surface soils consisting of silt and sand soils with some smaller areas of lean clay. These areas are labeled 48-Elijah silt loam & 129-Power silt loam, in the Soil Survey data/photo above. No fat or potentially fat clays were identified. The elevated or bench to the north, labelled 43-Colthrop cobbly loam, was only explored with a single test pit in the Geotek report and indicates that sand with gravel and cobble are present and are topped with imported subbase or base materials. No soil of concern was identified in the reviewed documents. Geologic Map of the Boise Valley Subject Prc GRAVEL OF AMITY'FERRACE — Sand} pebble and cobble gravel grading, at depth to coarse pebbly sand. Seventh terrace above the floodplain. Gravel and sand is about 10 meters (33 feet) thick. Northwest -trending, gently sloping escarpments suggest faulting of the gravel. Mantled with loess Q.5.2 meters (2-2 feet) thick. BASALT FLOWS OF INDIAN CREEK, UNDIVIDED — Multiple flows of medium to dark gray olivine basalt. Undivided basaits generally aphyric but include flows with small olivine and plagioclase phenoctysts. f rupted from vents south and southeast of the map. Both normal and reversed magnetic polarities. Lavas flowed into and down ancestral Indian Creek and Boise River valleys. Northwest -trending, gently sloping escarpm(,tits suggest faulting, of the basalt, Mantled with loess 0.5-4 meters thick. laedopenic clay RXO: duriwn (c.aliche.) 1 rrtelut llvck. The above was cut from, Geologic Map of Boise Valley and Adjoining Area, by Othberg and Stanford, (1992). Page 13 SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 The geologic mapping above indicates the property is atop the Gravel of the Amity Terrace. It is noted that this is the same gravel source being harvested from the Blackcat Pit located on Blackcat Road, north of Victory Road and the Southern Ridge Pit on Ten Mile Road and Overland Road, both to the northwest. It is noted that the well log for the adjacent property to the west, or Rustler Way indicate they drilled through the Indian Creek Basalts. Basalt was also reported in well logs from Rock Ranch Estates to the southwest of the subject property. No basalt is reported on reviewed well logs or test pits on the subject property. GEOTECHNICAL RECOMMENDATIONS The following comments & recommendations are based upon current development plans and researched information. It is noted that additional field and laboratory work is recommended herein. EARTHWORK RECOMMENDATIONS Based upon available test pit logs, in the low-lying areas of the property, grubbing depths of 4 to 8 inches can be anticipated to remove most organic materials. This is to be adjusted in the field at the time of construction. Deeper excavation can be expected along ditches and property boundaries. It is noted that alfalfa roots may - extend deeper but need not be removed. If deeper roots are encountered the project geotechnical engineer should be consulted. In the northern, elevated position of the site, weed and grass roots extend a few inches into the imported base and subbase materials used to level the area for the onsite buildings, parking and driveway area and former livestock holding pens. (See Historical Aerial Photos). • Inspection is required to confirm that demolition of existing and former concrete structures (ditches, slab, foundations, etc.) is properly completed and all subsurface concrete is removed. • Any encountered well or septic system is to be closed as per IDEQ or IDWR requirements. • After proper clearing and grubbing, proof rolling of subgrade surfaces that will support structural fill or pavements is required. Contractor to provide equipment as needed and schedule proof rolling inspection by geotechnical engineer as clearing and grubbing is completed. Page 14 SITE CONSULTWG, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 • Soft, deflecting, or excessively wet soils will be rejected and require correction. Correction beyond over excavation and replacement with structural fill will require additional engineering based upon observed conditions at the time of construction. • Subgrade surfaces that will support structural fill or pavement sections and all structural fill is to be properly compacted. Compaction is to be based upon obtaining 95% of the maximum dry density as determined by ASTM D-698, "Standard Proctor". This requirement will increase to 97 percent in areas where the fill depth is greater than three feet deep. One test per 10,000 square feet, per lift of fill is recommended. • Compaction testing of the subgrade can be waived by the geotechnical engineer based upon visual inspection and proof rolling. • Subgrade and structural fill can meet compaction requirements and still be unacceptable if unstable or excessively wet. • Wet subgrade soils may become unstable or rut under rubber tire wheel loads. Contractor should avoid causing subgrade failure and use tracked and excavation equipment if indicated by high soil moisture and instability. • Native soils and onsite fill materials can be used as structural fill within building pads and street right of ways. Expansive fat clay, soils with debris or organics and large cemented hardpan pieces are not allowed as structural fill. • Structural fill must extend beyond the building envelope a distance equal to the depth of fill. • Structurally filled, deep pits such as basements, septic tanks, former ditches/canals, and silage pits are to be benched so that no vertical surface greater than three feet is present. Sloping banks at less than 1:1 is also acceptable. Page 15 SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 PAVEMENT SECTION RECOMENDATIONS An R-Value sampled during the prior 2019 geotechnical investigation remains valid. Based upon an R-Value of 12 and ACHD's design method the following pavement sections are recommended. Low Volume TI=6 Collector TI=8 H MA 2.5" 4.0" Base (3/4" ISPWC) 4.0" 6.0" Subbase (ISPWC) 12.0" 14.0" • Low Volume roads are cul-de-sac and non -connecting streets within subdivisions. Collector would be the perimeter roads around the development. ACHD will determine the classification of all right of ways. • All materials used to construct pavement sections are to meet the requirements of ACHD and ISPWC. • Performing new R-Values during each phase of subdivision design and development may result in reduced pavement sections and therefore lower construction costs. The above pavement section is based upon the lowest R-Value surface soils. High values can be anticipated in the elevated north end and structurally filled portions of the property. • For preliminary design and cost estimating purposes, the perc rate from the 2019 report is acceptable. That report included a lowest perc rate of P=2.24 in./hr. It is noted that this test was performed in a very shallow pit that did not extend to the deeper gravels. The Amity Terrace Gravels typically perc at much higher rates. ACHD will require perc testing at the specific locations of injections facilities. This will be completed after the plat is finalized. It is anticipated that the perc rate will exceed the design limit of P=8 in./hr. Page 16 SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 Compaction of silt and clay soil on building pads will seal crawlspaces and yard areas, greatly reducing percolation. All reasonable efforts to keep water out of crawlspaces are to be taken. These include water proofing of the foundation, proper compaction of foundation and utility trench backfill, and proper grading of the completed lot surface. Foundations can be designed based upon foundation bearing pressure of up to 1500 psf. Minimum footing widths and foundation embedment depth as provided in the local Building Code are to be enforced. Appendix follows Page 17 SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 APPENDIX Location Map Preliminary Plat Historical Aerial Photos Test Pit Logs Pavement Section Calc Sheets R-Value Test Report Referenced Documents List Page 18 SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmaii.com - 208-440-6276 LOCATION MAP Page 19 Z TE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 PRELIMINARY PLAT *� 33 1HS H3NGG uaoHo(Aaju�rx ra3S � R a$ k w 4v ���YYY 3 4 a Q F: ' � ♦ +� t t u u . R Mi Y.M Rif � 1 I • u 1! {T{I •, N_.._ .. O --J za-si, U`--. QO_ w w -w W W 0z W 0, cc zz lllG U. p � m 5y Ld ae B Page 1 10 SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 HISTORICAL AERIAL PHOTO � I t.t t 1 c t '+�� fi08/2013 ♦ is i,- Note the surface F c,.., irrigated, Row Crops in all farm fields. # Page 1 11 SITE CONSULTING, LAC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmaiI.com - 208-440-6276 TYPICAL TEST PIT LOG From Center of Site TEST PIT 11,U "i1=SF R,, TP,4 � REMARKS _ w i C to Q 8......_. MATERFAk—DE5CFitP`T1Cift fie3D C'CrMMEN1"S � S�. tdL �13ra'am.5andp L . �li� F[r f'::: tin C7rgani¢sltw�ts.c i.v' t -CEM s-a,, FAMIAELY L EMENTEMniu ( F{F{ S C;P r Brown, i oat! g-adrd GRAVL1 .,ah i.y Sties rti Matsx 4 z 6. Pcrczbrhm Trs: s^nnducme r 1 I f u k i P,wnictc Instolla s s 9.5` {(h .mot s EhiCl b� °F€ST P!T `�� 4.S £ROUNC1WATFR ENCOUNTERED 1 11 7 � NO t ii4j 63 t t IIIII ! E4 e 4 i FiF 1 IN V l 3 ;gg 4 1 ( I t f � f � Page 1 12 SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 ACHD PAVEMENT SECTION DESIGN SECTION CALCULATIONS (ACHD R-Value Method) Project: Tessera Ranch Subdivision File No.: 22820-A Linder Road, North of Amity Caic By: B. Arnold client: Providence Properties Data 02/15/22 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 = 12 Soil Test GE= 20.8Inches ACHD HMA, 3/4" Base and Aggregate Subbase Actual Thickness Equivalent Thickness HMA Thickness = 2.5 Inches HMA= 5.0 Inches 3/4" Base Thickness = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-HMA-RBE SB= 11.4Inches CALCULATED DESIGN SECTION HMA= 2.5 inches 3/4" Base = 4.0 inches Subbase = 12.0 inches RECOMMENDED DESIGN SECTION HMA = 2.5 inches 3/4" BASE = 4.0 inches SUBBASE - 4 9-0 inches R=20 is maximun R-Value used by SITE for ACHD subdivisions Page 1 13 ZSITE NSULTING, lLC &3 Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 IDWR WELL LOG Subject Property IL SEp 195U WELL LOG AND REPORT TO THE Leg Na. STATE RECLAMATION ENGINEER OF IDAHO Ne. .0 3 18- 4 fWmlkMe.T.----- 1 00 NM Flu Ito _ ...` ,�JV Addmsr. !'1^!!l n l��Yu �L-�✓kL�t e-d./J Owner Driller"" LFc. Ne_ Lomtfon of ell: �L(a /s..6_ % 5ec, T._—L�'--J�IIA. R____f_.rw , '"Zqa' County, emd ..._feet N1S, and�Lfeet E fro CDmer SFzs of 6rliled HeIR _�__ _ 7ate1 depth of Well GFvedspth of standing worcr from surfa_Water Tamp. °fonnheit On pumping test delivery was g.p.m. or c.f.s. Drawdown was fesd. Size of pump and motor used to make the test Lengih of time pumped during check waz hr., If flowing well, give flow In c.f.s. or S.p.m. and shut in pressure If flowing well, describe control works lT'IE wN0 w12£ of VALVE. Rc.l Were, w111 be Geed for U� Weight of arcing per linear (.of clC Thickness of casing � Casing meteriol �_. P E.G.. PIPE. CONCRITe, wOOD. Diameter, length end I-wilon of casing — aIAMfT£R: f CASING 12•• ,N DIAMETER wNe UNOE4 GIVC IN91O£ GBINa GVER 12'• IN DIAMETER GIVE JUY9IDE OIwMETER.I Number end size of perforations —Located—, feet to feet from surface of ground. Other perforations Dole of commencement of vitIz ll _,-.+.,` Date of complotfon of wrJI Type of wall In CASING RECORD! mMY. aRmlMm /IIpY eRT O LmmaiN 1) •'IOIMq{i•' •- WLe. OROVTInG. %'rc. GENERAL INFORMATION —Pumping Tat, Quality of Water, ft Page 114 SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 IDWR WELL LOG Subject Property . 9. k-, � 4p- a REPORT OF WELL DRILLER /1,- (A, State of Idahc ; State lax requires that this report shall be filed with the Spate Reclamation Engineer within 30 days after completion or abandonment of the well WELL OWNER Owner's Permit No. NATURE OF WORK (check): $e laoement well New well DeepenedAbandoned Water is to be used for: !6�yw.i METHOD OF CONSTRUCTION: Rotary L] Cablet Dug r7 Other explain CASING SCHEDULE: Threaded Welded 6 "Diam. from f- "Diam_ from ft. to ft. -"Diam. from ft. to ft. "Diam. from ft. to�"-ft. Thickness of casing—,;;Z SAD Material: Steel ® concrete 0 wood ❑ other �] explain PERFORATED? Yes Q No Type of perforator used: Size of perforations: by perforations from ft. to ft. ____perforations from -ft. to �ft. _perforations from �ft. to —ft. perforations from—ft. to it. WASC SCREEN INSTALLED? Yes Q Nopil Manufacturer's name Type Model No. Diam. Slot size Set from ft. to ft, Diam._Slat size —set from_ft. to fft, CONSTRUCTION: Well gravel packed? Yes No. --; size of gravel Gravel Placed from ft. to ft. Surface seal provided? Yes Z No = To what depth? !' £t. Material used in seal: Did any strata contain unusable water? Yes No. 0 Type of rater: Depth of atrata ft. Method of sealing strata off: Surface casing used? Ye�a-�-I No,29 Cemented in place? Yes r_..I No Locate well in section I ! � I o 1 I ] of drilled hole: ! Total of well: / Standing water below .ground: ,'Temp. -Test delivery: H © gpm cfe Pump? [M Bail� of,pump and motor used to make test: .wdown: ft. Artesian pressure: £t. ive land surface Give flow efs gpm. Shutoff resSur.: .trolled b Yalve F Cap Plug control �] Does well leak around casing? No © `i197 DEPTH MATERIAL WATER Work finished: 3 ` 3 - 52 1- Well Driller's Statement: This well was drilled under my supervision and this report is true to the best of my knowledge. Name: Address: Si Bned bY: YV .f.''(✓ui�ry .' 6 License No. ,Kj;J Date: LOgATZON OF WELL: County.,Z.&- 5 G js S}� Sec.T._�Nld R. / #/Y + for additional remarks - �, U 5 U 5 Page 115 SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC IDWR WELL LOG Adjacent Property — East 7&&t� Form 238-7 IDAHO DEPARTMENT OF WATER RESOURCES ) n/97 OfficeUs�eOnly WELL DRILLER'S REPORT Inspectedby Twp _ Rge—___Sec 1.WELLTAGNO. D 101 20-i — _1/4_1/4_1/4 DRILLING PERMIT NO._-_ = 11. WELL TESTS: Lal: Long: Other IDWR No. [YPum ❑ Bailer Air - p C Flowing Artesian- 2. OWN Nam �. _ Adtess City. iu�{.A2y, Stale 3. LOCATION OF WELL by legal description: kotch m I 'on7t: rit cat*r& QSr North 9L' or South 0 w East C or West 1W X I _SW 114 100 114 114 Coun�`y: Long: s Address of Well site 1.,.,.r- zl0.. d1&g14r^ ICwe al i ^ar+� eta: a bar Dlty Lt. 81k. Sub. Name_,_, 4. USE: VIDomestiC ❑Municipal CMonitor Olrrigation G Thermal ❑ injection I. Other__ 5. TYPE OF WORK check all that apply (Replacement etc.) New Well a Modify :1 Abandonment C Other 8. DRILI. MMOD Air Rotary Cable -, Mud Rotary 0 Other ..�. _ _ 7. SEALING PROCEDURES WRY I �IIIIIIIIR Was drive shoe used? Vr iD N Shoe Death(s)�'�2�' .4 Was drive shoe seal tested? ❑ YVI N How7 8. CASING/LINER; 1 O;amelar F— 11To Gou Malenai Caamg liner W,10d Threaded r � oZ2 ,/ ❑ f9• r S " T � Qe c Depi I enoth of Headpipe J:r Length at Tailpipe .2 a 9. PERFORATIONSISCREENS Perforations Method__ sc,eens Screen Type r .ras �msr ❑ C D 0 10. STATIC WATER LEVEL OR ARTESIAN PRESSURE: 109 rL below ground Artesian pressure Ib. Depth flow encountered ft. Describe access port or control devices: FORWARD WHITE COPY T Mot U-N I R VP V M. Water Temp. Sodom hale temp, _ Water Quality test or comments: Depth first Water Encounter 1 12. LITHOLOGIC LOG: (Describe repairs or abandonment) water 0 Page 116 SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 IDWR WELL LOG Adjacent Property — West Form 23&-7 sro7 IDAHO DEPARTMENT OF WATER RESOURCES WELL DRILLER'S REPORT 1. WELL TAG NO, D 0083197 Drilling Permit No..MiM ^ water right or injection well 2. OWNER: Name John Rinehimer Address 3042 S Stonington Ave city Eagle Shale ID _zip 83616 3.WELL LOCA77ON: Twp. 03 North 14 or South Q Rge, 01 East E! or West M Sec. 26 114 NE 114 S_ W 114 GoVt Lot County ADA Cat. 43_.. e 33.996 _ _._. _10,p dDeom0m los: Long. 116-25.482 (Deg .ad Dsdmalnwwtes) ACd+ass of Well 4184 3 RUSTER MERIDWN CRY— L�/p'�' o Damestic [Imunicipal []Monitor ❑ Inigation ❑ Thermal U Injectbn ❑other 5. TYPE OF WORK; %NC1YFve11 ❑ Replac:ment well El Modirye:ristinguall ❑ Abandanrrlent []Other___,_ 6, DRILL METHOD: El Air Rotary i3 Mud Rotary O Cable [j Other y_^ 7. SEALING PROC_EDU_RE_&: Scat mi.0 Ifmm� To �K ; n room,e,�[,neawy @ENTONITE3/8 p 50 )-_2,800 POURED i MENTIGROU'� 50 300 2.1YARAS PUMPED S. CASINGILiNER; _ rem (R}. To(m) S�radWe `ATidatedat zryj Liner Threadod Worded 6" +2 21 .25D STEEL 1Er ❑ 0 Im 4.5 21 341 SDR17 PVC ❑ Clx.. 19 ❑ C7 CT ❑ ❑ Was drive shoe used? 0 Y 0 N Store Depths) 9. PERFORATIONSISCREENS; Perforations ❑ Y Q N Method Manufactured screen MY ❑ N Type .PVC Method of installation .SET IN _ _ From (N T.(It) sw xixc NumEar!(1 D�mne:cr Alatedel Gouge wacnabb ___ a 341 381 .020 — 4.5 PVC SDR17 A Length of Headpipe ___Length of Taifplpe __ Packer ❑ Y lElt N Type IO.FiLTER PACK: FMU MNarel From(- To ten) tguarady(M11� Pkem11e18mWrod SILICA SAND } 3001 8/16 380 -76 yj 1POURED 11. FLOWING ARTESIAN: Flowing Artesian? [] Y N Artesian Pressure (PSIG) Describe control device RECEIVED DEC 0 4 2019 12. STATIC WATER LEVEL and WELL TESTS: F�R" "FG N� Depth firstwater encountered (it) 90k � Slot --Hater "'el (tt) Water temp. (IF) 64.2__-_,-._,.-.._ Bottom hole temp. (eF) 64.2._...__- Describe access port Well tat: Test method' nmadown ((eyl)�Dlsxforg9 or ( la gomI Testmcaoan rrni aaxl 180` too PM 120MINUTEST Pump Bailer M Fleeing arle,ien 0 ❑ O ❑ a 11 ❑ Q Water goalfty tat w commenia:s_.._:_..�.—_,_. 14. DRUER'S CERTIFICATION: IIWe certify that all minimum well construction Standards were complied with at the time the rig was removed. Compaany Name PEARSON WELL DRILLING Co No 771_ •P.:. —1 DNr t'_ __ Dwra 11�: 2— 12 'Doper Date _ `Operator It Date Ooeratorf �.Date 1132019 `Signature of Principal Driller and rig operator are required - Page 1 17 ZCNSUG, IEOLTIVLLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 IDWR WELL LOG Adjacent Property — South Farm 236-7 7 -- 11197 JGE IDAHO DEPARTMENT OF WATER RESOURCES F oirrceuse omy WELL DRILLER'S REPORT i Twp w ROD _ sw _ 1. WELL TAG NO. D D0029409 ,va �114 _va DRILLING PERMIT NO. - — - — , WELL TESTS' Lat: Long: Other IDWRNo. FIPomn feaaer I%IAir ❑nowiraAAaeien 2.OWNER: Name _ eob Whlll110ff Address 498 W_Qb0TryId1 city -_Meridian — — M ZIP ma 3. LOCATION OF WELL by legal description: Sketch map toaation must agree with written Iccation. N TwP. _ Norih 7CC' or Saute cl W E R9e. 1 East C or West L; sae. _26 va SlIbL Iva _ SF 114 Is— M.— GOY`tLat County Ad—,....�—__._—._._.� s ` Lat:: Addressor WeilSite 1994WAmf_ — ---n�at��.aaaa�ofero.t�xWoot.,ertr o'trMeridfaR ------ Lt. _elk Sub. Name ip 4. USE: ©Domestio QMuoicipsl :F]Munitor Intrrigaiion ❑Thennat ❑Injection E:101her S. TYPE OF WORK. check ett that eppry meowermnt eft) Al New VV6 [Modify ❑Abandonment 00dw 6. DRILL METHOD; 'X',Air Rosary ;_Cable ❑Mud Rotary ❑Olhar 7. SEALING PROCEDURES: SeaU:lter Rack AMOUNT NETHOD hietedai From To _ i Rvmds SenlAnits 0 18� lbs loverbore I Wasdrrreshosused? R_IY ON Shoe DWXS) 177 Wesdriveshoesealtrsted? IRY LDN Haag air 8. CASINGILINER: 17imn61ar From 7o Gua¢e _. MCNdei - Casino Lirter wattled iknsaea +2 _25o ste 1 � ❑ ® C7 —_177 189 7 50 steel rl ❑ ® ❑ Length of Headpipe LengthofTeRpipe 9. PERFORATIONSISCREENS: L_Peft.hcns method 19 Screens S.Type Johnson Fimn To I Slotsi a Numher IHtarmi TT I&T J .20 i S S. S C-M Lfner ❑ ❑ ❑ ❑ 10. STATIC WATER Lf.VEL OR ARTESIAN PRESSURE: 106 _ R 6dw Vnwd Artesian pressure _ Ib. Depth Pw4 encourdered 120 ft Lizstriheacompodorcootroi devices: op- YwWgathnki. Orewdovm Pumping Level Time 30 I h —T;L— Water Temp. $8. Hoaom tale temp. 58 Water Oaagty east or commend. . -. oepUd Glstwetar Encoumer 120 12, LI€HOLOGIC LOG: (oesc Se aks OrabartCw mo d) Water tiros pm, 10 Fcom 0 r I Ramada:tin 'agy, Water (SualilyBTemperetne Y N 2 TOP SOIL 10 2 41 HARD PAN 10 4 10 SANDY CLAY _ - 0 18.GRAVL —16 8 8 18 351GRAVLE _ _ 1201SAND AND CLAY LAYERS __35, 120 140 SAND_ x --- 6 140 143 . LAY 8 143 151 SAND _ _ X 8 8 8 151 _ -, 154 1 CLAY 1 f 3 17T .__. SAND Y _�__ d 187 D x _ - fzrnr=i Mn - i COmptaded Qepth 187 .. ihiweurabte) Dale: Sieded 612i19ft Z/Y'* C—Pleled(%!M03. 13. DRILLEWS CERTIFICATION: vwe cOrtifylhatali mmimmnn we9 rwnenrh'cm standards Ywo, wer:pNed »riih of the Umeiherig was removed. Comparry Name TreaS rafley Drilling. ---- Firm No. Firm OlHddell _ data 5f13120R3 and 7kid F7 odller or Operator _ �"'• bf 1312003 (Sign arrA B Ftrm Oiticlei & Coe-" FORWARD WHITE COPY TO WATER RESOURCES Page 118