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HomeMy WebLinkAboutPZ - Groundwater Monitoring Results - 9-5-24 791 up . .0V tea, At- Nam,, #.,. 1 0 �" . , *4 +I Magic View Cir. ,6 A I ''40 1 , J S. Allen St. yh( r 1, � 4J'. i A 0 SITE f: 4 J. A'� i # ZZ x < 9F f +L #' N 4 0 � rn� JV APPROXIMATE TEST PIT LOCATIONS Source: Google Earth 2024, GeoTek Field Observations, 2024. Not to Scale FIGURE 2 SITE EXPLORATION PLAN Wells St. Subdivision Southwest Corner of E. Magic View Dr.& S.Wells St. G E 0 T E K Meridian, Idaho GEOTECHNICAL I ENVIRONMENTAL I MATERIALS Prepare for: Prestwick Capital Project No.: Excavation Date: Drawn By: 320 E. Corporate Dr, Suite 300, Meridian, ID 83642 2728-ID September 2024 TSH (208)888-7010 (phone)/(208)888-7924 (FAX) I� 2728-Wells St. Subdivision (Prestwick Capital) Trip No. Date TP-I TP-2 TP-3 TP-4 TP-5 TP-6 TP-7 Notes KEY 0 s/3/24 10.11+ 8.3'+ 10.5'+ 12.0'+ 11.5'+ 8.1'+ 9.8'+ "+" Indicates dry reading at bottom of piezometer 1 5/17/24 10.11+ 8.3'+ 10.5'+ 12.0'+ 11.5'+ 8.1'+ 9.8'+ "N/A" Indicates that piezometer is 2 6/3/24 10.11+ 8.3'+ 10.5'+ 12.0'+ 1 1.5'+ 8.1'+ 9.8'+ damaged or missing-therefore no data was obtained 3 6118/24 10.11+ 8.3'+ 10.5'+ 12.0'+ 11.5'+ 8.1'+ 9.8'+ 4 7/2/24 10.11+ 8.3'+ 10.5'+ 12.0'+ 1 1.5'+ 8.1'+ 9.8'+ Note: Groundwater elevation results are recorded in feet below approximate existing s 7/15/24 10.11+ 8.3'+ 10.5'+ 12.0'+ 11.5'+ 8.1'+ 9.8'+ grade. 6 8/I/24 10.11+ 8.3'+ 10.5'+ 12.0'+ 1 1.5'+ 8.1'+ 9.8'+ Generally,irrigation ditches and canals will 7 8/16/24 10.11+ 8.3'+ 10.5'+ 12.0'+ 11.5'+ 8.1'+ 9.8'+ locally influence ground water during the irrigation season. 8 9/5/24 10.11+ 8.3'+ 10.5'+ 12.0'+ 11.5'+ 8.1'+ 9.8'+ 9 10 II 12 13 14 15 16 17 18 Distribution: Maggie Colwell<maggie@prestwick-capital.com>