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015 - Appendix M - Groundwater Monitoring Data
BPBPBPBPBPMW MW MW MW MW MWMW ©COPYRIGHT MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NO.DRAWN BY: FLD WK. BY: CHK. BY: DATE: 2022 Plotted by matt e. ekstrom on Nov/10/2022N:\5659\011 -YTI Development\ACAD\Exhibits\5659.011 - SRX- Groundwater Well Map.dwgSOUTH RANGE CROSSING -SUBDIVISION GROUNDWATER MONITORING WELL LOCATIONS BOZEMAN MONTANA 5659.011 EX-1 JCW JCW MEE 11/2022engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 www.m-m.net 200SOUTH 19TH AVENUELEGAL DESCRIPTION GRAF STREET SUMMER WAY LANEBROOKDALE DR ALDER CREEK DR SOUTHBRIDGE DR A Tract of land being the SW1/4NW1/4 and the NW1/4SW1/4 of Section 24, Excepting therefrom that portion conveyed to the State of Montana in Bargain and Sale Deed recorded June 30, 1964 in Book 146 of Deeds, Page 24, Records of Gallatin County, located in the NW1/4 and SW1/4 of Section 24, Township 2 South, Range 5 East, P.M.M., City of Bozeman, Gallatin County, Montana,being more fully described as follows: Beginning at a point on the east line of said Lot 1 and lying S89°31'54" W a distance of 30.00 feet from the Center-West 1/16th corner of section 24 and being the True Point of Beginning; thence S0°17'12" E along the east line of said Lot 1 Block 2 of Minor Subdivision No. 494, for a distance of 1329.88 feet to a point being the southeast corner of said Lot 1 and also a point on the east-west south 1/16th line of said section 24; thence S88°58'32"W along the south line of said lot 1 for a distance of 1307.81 feet to the section line common to sections 23 and 24, T.2S.,R.5E.,P.M.; thence N00°42'16" W along said section line for a distance of 1368.09 feet to the intersection of the centerline of Graf Street extended per Yellowstone Theological Institute Minor Subdivision 494; thence along the said centerline the following (3) courses: thence N89°05'08" E for a distance of 1050.01 feet; thence along a tangent curve to the left with a radius of 300.00 feet, a central angle of 26°09'42", an arc length of 136.98 feet thence; along a compound curve to the right with a radius of 300.00 feet, a central angle of 26°56'09", an arc length of 141.04 feet; thence S0°09'49"E for a distance of 97.21 feet to the True Point of Beginning. Said Lot 1 having 41.38 acres, along with and subject to any easements.SOUTH 15TH AVESOUTH RANGE CROSSING SUBDIVISION GROUNDWATER MON. WELL - #7 GROUNDWATER MON. WELL - #6 GROUNDWATER MON. WELL - #5 GROUNDWATER MON. WELL - #8 C&H GROUNDWATER MON. WELL - #13 GROUND ~5001.30 HIGH GW DEPTH PER C&H = 0.72 APPROX GW ELEVATION = 5000.58 C&H GROUNDWATER MON. WELL - #13 GROUND ~5001.30 HIGH GW DEPTH PER C&H = 0.63 APPROX GW ELEVATION = 5000.67 C&H GROUNDWATER MON. WELL - #13 GROUND ~5003.30 HIGH GW DEPTH PER C&H = 1.90 APPROX GW ELEVATION = 5001.40 NOTE: THE C&H GROUNDWATER DATA SHOWN WAS TAKEN FROM THE BLACKWOOD GROVE SUBDIVISION APPLICATION MATERIALS. South Range Crossing - Measurements shown are from ground elevation to water surface elevation DATES Well 5/23/2022 6/2/2022 6/15/2022 6/25/2022 7/12/2022 7/26/2022 8/10/2022 8/31/2022 5 3.50 2.88 3.16 4.03 4.75 4.86 5.45 5.75 6 2.00 1.53 1.59 2.65 4.18 4.23 5.05 5.35 7 1.69 1.14 1.31 2.16 3.55 4.15 4.54 4.84 8 2.85 2.13 2.46 3.24 4.27 4.87 5.26 5.66 0.62 -0.28 -0.72 -0.11 -0.59 -0.30 5.75 0.47 -0.06 -1.53 -0.05 -0.82 -0.30 5.35 0.55 -0.17 -1.39 -0.60 -0.39 -0.30 4.84 0.72 -0.33 -1.03 -0.60 -0.39 -0.40 5.66 Average 0.47 -0.17 -0.93 -0.27 -0.44 -0.26 4.32 South Range Crossing - Ground Water Depth Below Surface 9/16/20228/27/20228/7/20227/18/20226/28/20226/8/20225/19/2022 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 WELL #5 WELL #6 WELL #7 WELL #8