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PZ - Geotech Report SITE Post office Box 190537 - Boise, Idaho 83719 ZCON:SULTING, site.consulting.idaho@gmail.com - 208-440-6276 LLC Trilogy Development November 16, 2020 Mr. Shawn Brownlee File A 20005-A 9839 West Cable Car Street, #101 Page 1 of 14 Boise, Idaho 83709 Re- Proposed Foxcroft Subdivision Pine Avenue Property Vilest of Ten Mile Road Meridian, Idaho 83642 Shawn-. Based upon our research, test pits and iabwork, and the surrounding residential developments, construction of the planned subdivision is geotechnically feasible. The property is located west of the intersection of West Pine Avenue and North Ten Mile Road, with parcels north and south of West Pine Avenue, in Meridian, Idaho. Five parcels are included in the proposed development. Parcel Tax Parcel Address Acres Parcel Tax Parcel Address Acres 1 S 1210131700 3720 W Pine Ave 7.10 5 51210417325 3515 W Pine Ave 1.47 2 S 1210141925 N Ten Mile Rd 12.75 6 5 1210417501 3513 W Pine Ave 0.82 3 S 1210417910 3715 W Pine Ave 4.76 7 S 1210417600 W Pine Ave 3.37 4 S 1210417310 [ W Pine Ave 4.15 TOTAL ACRES IA'•,L2S 7f.... _ by Geotechnical Services/Sai1 Testing&Inspection Services /SITE Post office Box 190537 - Boise. Idaho 83719 site.consu[ting.idaho@gmail.com - 208-440-6276 3 U LTI r LLB Historical aerial photos available on Google Earth indicate the subject property has historically been used for furrowed farming and as uncultivated pasture. Ten Mile Creek is along the west boundary of the property with residential subdivisions across the creek to the west. The Ten Mile Subdrain is to the north with Fuller Park, and elementary school and another subdivision north of the drain. The Union Pacific Railroad and rural farm properties are to the south. SITE has begun the geotechnical exploration and recommendation report you requested for this project. Cur test pits logs are attached and indicate that groundwater is present at five to six feet below the surface. SITE believes this to be irrigation water filling the temporary wells. IDWR well logs for nearby properties that indicate the groundwater is E-10 feet deep. Three 1DWR well log have been included in the appendix. We anticipate delivery of the completed geotechnical reports later this month. We appreciate this opportunity to be of service and look forward to working with you during the design and construction of this development. Respectfully submitted: SITE Consulting, LLC Bob J. Arnold, PE 55UpVAL 12 r-1 Qj Geotechnicalser oes/Sall Testing&Inspection services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consuiting.idaho@gmaii.com - 208-L40-6276 ZCON:SULTING, LLC APPENDIX Proposed Plat Aerial Photos with Test Pit Locations Test pit Logs (11) Adjacent IDWR Well Logs (3) Groundwater Measurements m v Geofeehnical Services/$oil Testingr&inspecirnn services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail-com - 208AAO-6276 CONULTING,. LLC Proposed Plat NIL N 4 _. .4 II 5E5E id -fill 7T C� fC d Geotechniaal5e"k-as/Soil Testing&Inspection Services SSITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208440-6276 ON CSULTIN'Grr LLC Aerial Photos with Test Pit Locations Excavated 08/2020 3 L Fz _g _3 -7 Excavated 0512019 Ln Images Provided by Google Earth and hand-held GPS Geote clinical Services/sail Testing&inspecdon Services ZSITE Post Office Box 190537 - Boise, Idaho 83719 U L�`I NG, ,� site.consulting.idaho@gmail.com - 208440-6276 TEST PIT LOG Test Pit: TP-1 File#: 20471 Client: Trilogy Development Date Excavated: 8/14120 Project: Foxcroft Sub Excavated By: Wood Brothers Location N End of Field Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 112" 1 318" 1 #4 1 #10 #40 #100 #200 %IVI LL PI 0.0-1.0 Brown,Moist Firm,Sand,Clay,Sift with Root Zone l Organic Layer 6-8" 1.0-3.0 Brown,Moist,Firm,Sand,Silt—SILT WITH SAND(ML) 2.0 - I - I - I - 1 100 1 99.8 94.9 85.8 79.2 27.6 NP NP 3-0-5.0 Brown/Tan, Firm,Sand,Silt—SILTY SAND Sill! 4-0 - - 1o0 99-3 98.1 93.7 43.2 20.1 14.9 18.5 NP NP 5.0-6.0 BrownlTan,Saturated,Firm,Sand,Gravel,Cobble Bottom of Excavation @ 6,0 6.0 Ground Water Encountered @ 6.0 Monitoring Well Installed TEST PIT LOG Test Pit: TP-2 File#: 20471 Client: Trilogy Development Date Excavated: 8114120 Project: Foxcroft Sub Excavated By: Wood Brothers Location N End of Field Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION (feet) 1.0" 1 314" 1 112" 1 318" 1 #4 1 #10 1 #40 #100 #200 %M LL PI Brown,Moist, Firm,Sand,Sift 0.0-4.0 with Root Zone/Organic Layer 6-8°—SILTY SAND tSM) 3.0 100 1 97.7 1 96.1 1 91-5 1 81-7 52.6 40.9 36.1 19.9 NP NP 4-0-5-0 BrownfRed,Wet,Firm,Sand,Sift 5.0-8.0 BrownTran,Saturated,Firm,Sand,Gravel,Silt bottom o`Excavation @ 8.0 8.0 Ground Water Encountered @ 7.0 Monitoring Well Installed on Ll- Geotechnical Services f Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise,Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 3N�CSULTIN "al, LLB TEST PIT LOG Test Pit: TP-3 File#: 20471 Client: Trilogy Development Date Excavated: 8114120 Project: Foxcroft Sub Excavated By: Wood Brothers Location S End of Field Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 314" 1 112" 1 318" 1 #4 1 #10 1 #40 1 4100 #200 °/M LL PI 0.0-1.0 Brown,Wet,Firm,Sand,Clay,Silt with Root zone 1 0 rg a n i c Layer 6-8" 1.0-7.0 Brownl't-an,Wet,Firm,Stick ,Sand,Clay,Silt—LEAN CLAY CL 3.Q - 1 100 1 97.7 1 96.1 1 91.5 1 81.7 1 52.6 1 40.9 36.1 19.9 1 28 9 Bottom of Excavation @ 7_0 7.0 Ground Water Encountered @ 6.0 Monitoring Well Installed TEST PIT LOG Test Pit: TP-1 File#: 20471 Client: Trilogy Development Date Excavated: 513119 Project: Foxcroft Sub Excavated By: Goold Exc. Location See Aerial Photo Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 314" 1 112" 1 318" 1 #4 910 #40 #100 #200 %M I LL PI 0.0-1.0 Brown,Moist,Firm,Sand,Clay,Silt With Root Zone 1 Orcianic Laver 6-8" 1.0-3.0 Brown,Moist,Finn,Sand,Clay,Silt 3.0 1 100 1 88 1 86 1 84 82 72 60 52.5 13.4 NP NP 3.0-8.0 Brown/Tan,Moist,Firm,Sand,Gravel,Cobble 6.0 100 1 80 1 76 1 64 1 50 19 9 7.1 4.1 NP NP Bottom of Excavation @ 8.0 8.0 Ground Water Encountered @ 8.0 Monitorinp Well Installed J :tl d Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 837'19 j site.consuiting.idaho@gmaiLcom - 208.440-6276 C01115ULTIIIIG, LLB TEST PIT LOG Test Pit: TP-2 Fife#: 20471 Client: Trilogy Development Date Excavated: 513119 Project: Foxcroft Sub Excavated By: Goold Exc. Location See Aerial Photo Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION (feet) 1.0" 1 314" 1 112" 1 318" 1 #4 J #10 1 #40 1 #100 #200 %M I LL PI 0.0-1.0 Brown,Moist,Firm,Sand,Clay,Sift With Root Zone J Organic Layer 6-8" 1.0-3.0 Brown,Moist,Firm,Sand,Clay,Sift 3.0-8.0 Brown/Tan,Saturated,Soft,Sand,Gravel,Cobble Bottom of Excavation @ 8.0 &0 Ground Water Encountered @ 8.0 Monitoring Well Installed TEST PIT LOG Test Pit: TP-3 File#: 20471 Client: Trilogy Development Date Excavated: 513119 Project: Foxcroft Sub Excavated By: Goold Exc. Location See Aerial Photo Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 314" 1 112" 1 318" 1 #4 #10 940 #100 #200 %M LL PI 0.0-1.0 Brown,Moist,Firm,Sand,Clay,Silt With Root Zone f Organic Layer 6-8" 1.0-4.0 Brown,Moist,Firm,Sand,Clay,Silt 3.0 1 1 1 1 100 99 98 91 74.5 24.4 NP NP 4.0-7.0 Brownfran,Moist,Firm,Sand,Silt 5.0 100 1 96 1 91 1 88 1 84 73 26 16 13.1 9.8 NP NP Bottom of Excavation @ 7.0 7.0 Ground Water Encountered @ 7.0 Monitorino Well Installed 00 0) to o 2 Geotechnical Services/Soil Testing&lnspectian Services SITE Post Off-ice Box 190537 - Boise,Idaho 83719 site.consulting.idahou@gmaii.com - 2a8-440-16276 C3N ULTIV LLB TEST PIT LOG Test Pit: TP-4 File##: 20471 Client: Trilogy Development Date Excavated: 513119 Project: Foxcroft Sub Excavated By: Goold Exc. Location See Aerial Photo Lagged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 314" 1 112" 1 318" 1 #4 #10 #40 #100 #200 %M LL PI 0.0-1.0 Brown,Moist,Firm,Sand,Clay,Silt With Root Zone 1 Organic Layer 6-8" 1.0-6.0 Brown;Wet,Firm,Sticky,Sand,Clay,Silt 3-0 1 1 1 1 100 98 84 59.7 22.2 NP NP 6.0-8.0 BrowniTan,Wet,Soft,Sand,Gravel,Clay Bottom of Excavation ag 8.0 8.0 Ground Water Encountered @ 7.0 Monitoring Well Installed TEST PIT LOG Test Pit: TP-5 File#: 20471 Client: Trilogy Development Date Excavated: 513119 Project, Foxcroft Sub Excavated By: Goold Exc- Location See Aerial Photo Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 314" 1 112" 1 3N' #4 #10 #40 #100 #200 %M I LL I PI 0.0-1.0 Brown,Moist,Firm,Sand,Clay,Silt With Root Zone!Organic Layer 6-8" 1.0-6.0 Brown,Wet,Firm,Sticky,Sand,Clay,Silt 4.0 100 1 98 96 92 89 85.7 24 NP NP 6.0-8.0 Brown[Tan,Wet,Soft,Sand,Gravel,Clay Bottom of Excavation @ 8.0 8.0 Ground Water Encountered @?7.0 Monitoring Well Installed ro Geatechnical Services/Sail Testing&Inspecbon Services SITEZCONS:ULTINGIP Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208440-5276 LLC TEST PIT LOGS Test Pit: TP-6 File#: 20471 Client: Trilogy Development Date Excavated: 513119 Project: Foxcroft Sub Excavated By: Goold Exc. Location See Aerial Photo Logged By: I J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION (feet) 1.0" 1 314" 1 112" 1 318" #4 1 #10 #40 #100 1 #200 %M LL I PI 0.0-3.0 Brown,Wet,Firm,Sticky,Sand,Clay,Silt With Root Zone 1 Organic Layer 6-8" 3.0-7.0 Brownrfan,Wet,Soft,Sand,Gravel,Cobble Bottom of Excavation @ 7.0 7.0 Ground Water Encountered @ 6.0 MonitoringWell installed Test Pit: TP-7 File#: 20471 Project: Foxcroft Sub Excavated By: Goold Exc. Location See Aerial Photo logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 314" 112" 318" #4 #10 #40 #100 9200 %M LL PI 0.0-3.0 Brown,Wet,Sticky,Sand,Clay,Silt With Root Zone 1 Organic Layer 6-8" 3.0-7.0 Brown/Tan,Wet,Saturated,Sand,Gravel,Clay Bottom of Excavation @ 7.0 7A Ground Water Encountered @ 7.0 Monitoring Well Installed Test Pit: TP-8 File#: 20471 Project: Foxcroft Sub Excavated By: Goold Exc. Location See Aerial Photo Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 314" 1 112" 1 318" 1 #4 #10 #40 #100 1 #200 %M I LL Pi 0.0-6.0 Brown,Moist,Firm,Sand,Clay,Silt With Root Zone 1 Organic Layer 6-8' 3.0 1 1 1 100 1 99 96 78 1 63 1 53.3 1 24.2 25 5 6.0-8.0 Brown/Tan,Moist,Firm,Sand,Silt,Clay 7.0 1 1 1 1 100 97 88 54 42.1 18.1 20 2 8.0-10.0 BrownlRed,Moist,Finn,Sand,Gravel,Clay 9.0 1 1 100 1 99 1 92 82 57 44 36.5 22.7 25 5 Bottom of Excavation @ 10.0 10.0 Ground Water Encountered @%0 a Monitoring Well Installed r-1 Geotechnlcal Services/Soil Testing&I175pecfi0n Services SS ITE Post Office Box 190537 - Boise, Idaho 83719 site.consuiting.idaho@gmaii.com - 208-440-6276 CONSULTING, Adjacent IDWR Well Logs 3401 Pine Avenue RECEIVED 23r�x OCT 72 Ng � � S AZE i sDI+HO �c caeRcn�o�rac+rar sy�srnett��_ { t.., [0 NES-E xaaDEPA�"T3�kEtJNT OF TER�i� +J-�t��i:� '3030 A01W Sep. 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