Jim Christal Rd B2 B1 B3

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Thomas Edwards
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2 Jim Christal Rd B1 B2 B3

3 KEY O YMBOL AND ERM LIHOLOGIC YMBOL Asphalt ARIFICIAL Aggregate Base Concrete Fill CH: High Plasticity Clay CL: Low Plasticity Clay Consistency Very oft oft Medium tiff tiff Very tiff Hard Condition Very Loose Loose Medium Dense Dense Very Dense CONIENCY OF OIL CONIENCY: FINE GRAINED OIL P (# blows/ft) > 30 CONDIION OF OIL CONDIION: COARE GRAINED OIL P (# blows/ft) > 50 CP (#blows/ft) < > 100 UC (tsf) < > 4.0 Relative Density OIL ROCK GP: Poly-graded Gravel GW: Well-graded Gravel C: Clayey and P: Poly-graded and W: Well-graded and Limestone Mudstone hale andstone Weathered Limestone Weathered hale Weathered andstone race Few Little ome With Designation Very oft oft Medium Hard Moderately Hard Hard Very Hard Designation Fresh lightly weathered ECONDARY COMPONEN QUANIY DECRIPOR RELAIVE HARDNE OF ROCK MA Moderately weathered Highly weathered Completely weathered Residual oil < 5% of sample 5% to 10% 10% to 25% 25% to 35% > 35% Description Can be carved with a knife. Can be excavated readily with point of pick. Pieces 1" me in thickness can be broken by finger pressure. Readily scratched with fingernail. Can be gouged grooved readily with knife pick point. Can be excavated in chips to pieces several inches in size by moderate blows with the pick point. mall, thin pieces can be broken by finger pressure. Can be grooved gouged 1/4" deep by firm pressure on knife pick point. Can be excavated in small chips to pieces about 1" maximum size by hard blows with the point of a pick. Can be scratched with knife pick. Gouges grooves 1/4" deep can be excavated by hard blow of the point of a pick. Hand specimens can be detached by a moderate blow. Can be scratched with knife pick only with difficulty. Hard blow of hammer required to detach a hand specimen. Cannot be scratched with knife sharp pick. Breaking of hand specimens requires several hard blows from a hammer pick. WEAHERING OF ROCK MA Description No visible sign of weathering Penetrative weathering on open discontinuity surfaces, but only slight weathering of rock material Weathering extends throughout rock mass, but the rock material is not friable Weathering extends throughout rock mass, and the rock material is partly friable Rock is wholly decomposed and in a friable condition but the rock texture and structure are preserved A soil material with the iginal texture, structure, and mineralogy of the rock completely destroyed

5 BORING LOG B1 PAGE 1 OF 1 PROJEC: DME DEC WAERLINE CLIEN: City of Denton PROJEC NUMBER: AR DAE: 3/6/2017 LOGGED BY: Ricky Ybarra (D&) Depth (ft) 0 5 ample ype Hand Pen. (tsf) P CP Graphic Log FINIH DAE: 3/6/2017 Legend: -helby ube N-tandard Penetration -exas Cone Penetration C-Ce B-Bag ample - Water Encountered FA CLAY (CH); very stiff; dark brown 3.0 ft FA CLAY (CH); very stiff; dark ft brown; some limestone fragments; few calcareous and ferrous nodules; trace fine gravel LOCAION: Denton, X GP COORDINAE: N , W GROUND ELEVAION: Approx. 639 feet DRILL MEHOD: CFA/Ce DRILLED BY: Octavio Herrera (D&) REC RQD MC Atterberg Limits LL PL PI Passing #200 ieve otal uction (pf) Clay well DUW (pcf) Unconf. Compr. tr (ksf) 10 14, =4.0" 50=2.5" LIMEONE; weathered; hard; tan, gray 14.0 ft ft HALE; moderately weathered; soft; gray; fissile 18.0 ft ft 20 39,36 End of bing at 21.0' 21.0 ft ft Notes: -dry during drilling -dry at completion

6 BORING LOG B2 PAGE 1 OF 1 PROJEC: DME DEC WAERLINE CLIEN: City of Denton PROJEC NUMBER: AR DAE: 3/7/2017 LOGGED BY: Ricky Ybarra (D&) Depth (ft) 0 ample ype Hand Pen. (tsf) P CP Graphic Log FINIH DAE: 3/7/2017 Legend: -helby ube N-tandard Penetration -exas Cone Penetration C-Ce B-Bag ample - Water Encountered FA CLAY (CH); very stiff; dark brown; trace calcareous nodules LOCAION: Denton, X GP COORDINAE: N , W GROUND ELEVAION: Approx feet DRILL MEHOD: Cont. Flight Auger DRILLED BY: Miles bel (D&) REC RQD MC Atterberg Limits LL PL PI Passing #200 ieve otal uction (pf) Clay well DUW (pcf) Unconf. Compr. tr (ksf) 5 FA CLAY (CH); very stiff; dark brown; trace to some limestone fragments 3.0 ft ft 10 9,9 LIMEONE; weathered; hard; tan, gray 13.0 ft ft 15 50=3.0" 50=6.0" HALE; fresh; soft to medium hard; dark gray; fissile 15.5 ft ft 20 50=3.5" 50=3.5" End of bing at 20.6' 20.6 ft ft Notes: -dry during drilling -dry at completion

7 BORING LOG B3 PAGE 1 OF 1 PROJEC: DME DEC WAERLINE CLIEN: City of Denton PROJEC NUMBER: AR DAE: 3/6/2017 LOGGED BY: Ricky Ybarra (D&) Depth (ft) 0 ample ype Hand Pen. (tsf) P CP Graphic Log FINIH DAE: 3/6/117 Legend: -helby ube N-tandard Penetration -exas Cone Penetration C-Ce B-Bag ample - Water Encountered FA CLAY (CH); medium stiff; dark brown, brown; trace ferrous nodules; trace to few calcareous nodules LOCAION: Denton, X GP COORDINAE: N , W GROUND ELEVAION: Approx feet DRILL MEHOD: Cont. Flight Auger DRILLED BY: Miles bel (D&) REC RQD MC Atterberg Limits LL PL PI Passing #200 ieve otal uction (pf) Clay well DUW (pcf) Unconf. Compr. tr (ksf) FA CLAY (CH); stiff to very stiff; brown, light brown; few limestone fragments; trace calcareous nodules 4.0 ft ft =1.0" 5.0=0.25" LIMEONE; weathered; hard; tan 10.0 ft ft HALE; slightly weathered; soft; gray; fissile 13.0 ft ft 15 37,42 HALE; fresh; soft to medium hard; dark gray; fissile 16.0 ft ft C End of bing at 20.1' 20.1 ft ft Notes: -dry during drilling -dry at completion

14805 rinity Boulevard, Ft Wth, exas 76155 Geotechnical 817.529.8464 Cpate 940.735.3733 www.dsenglabs.

10 14805 rinity Boulevard, Ft Wth, exas Geotechnical Cpate exas Engineering Firm Registration # F Oklahoma Engineering Firm Certificate of Authization CA 7181

B-1 BORE LOCATION PLAN. EXHIBIT Drawn By: 115G BROOKS VETERINARY CLINIC CITY BASE LANDING AND GOLIAD ROAD SAN ANTONIO, TEXAS.

B-1 BORE LOCATION PLAN. EXHIBIT Drawn By: 115G BROOKS VETERINARY CLINIC CITY BASE LANDING AND GOLIAD ROAD SAN ANTONIO, TEXAS. N B-1 SYMBOLS: Exploratory Boring Location Project Mngr: BORE LOCATION PLAN Project No. GK EXHIBIT Drawn By: 115G1063.02 GK Scale: Checked By: 1045 Central Parkway North, Suite 103 San Antonio, Texas 78232