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_� �a�. -� �;;'�' °`� =�" =��•�"" -� -- ''-ams, 3+.. �' s.;�. _ <br /> Y <br /> .,i <br /> WATERWQRK <br /> WELL/BORING LOC EXAMPLE <br /> PROJECT W--- <br /> LOCATION <br /> PROJECT �------ EL WELLHEAD ELEVATION <br /> SURFACE ELEVATION LOGGED BY <br /> YELL/BORING N0. --- REVIEWED BY <br /> DATE DRILLED NET HOD FT_ <br /> DRp LER FT STATIC — <br /> DRILLING COMPANY FT DEPTH TO WATER, INITIAL — TO �- <br /> DEPTH DRILLED INTERVAL—�-EL <br /> BORE MULE DIAMETER --IN-DIAMETER IN- $C�HEDULE __FL TO —�--- E <br /> CASING TYPE_�----- ISL INT ET <br /> - <br /> DIAMETFR -- SLOT SI-E --- --- INTERVAL T0'�= <br /> SCREEN TYPE TO.—.--� <br /> FILTER PACK TYPE iNTEFVAL.-----�� <br /> SURFACE SEAL TYPO <br /> NOTES <br /> AMPLE ID U.S.G. SOIL DESCRIPTION <br /> YELL DEPTH PID LDWCM N LOG <br /> DETAIL (FTJ (PPK) <br /> DESCRIPTIVE PARAMETERS <br /> D INTERVAL, SOIL GROUP NAME) % ANGULARITY, SIZE <br /> RANGE, HARDNESS AND GRADING OF SAND <br /> 2 COBBLES; ;/GRAVEL) <br /> ENCE AND DRY TRENGTH;E OF <br /> 4 =IL GROUP SYMBOL.. DILATANCY) TOUGHNESS) PLASTICITY) <br /> CL COMPACTNESS OR CONSISTENCY (FROM <br /> 6 EITHER BLOVCOUNTS OR THUMBNAIL <br /> TEST)) COLOR) ODOR (N❑NE-SLIGHT- <br /> MODERATE-STRONG, ORGANIC OR <br /> 6 PRODUCT)) PRESENCE (IF ORGANICS <br /> GRADAATT� (YES, NO, POSSIBLE>; MOISTURE; HCL <br /> IO REACTION (NONE, WEA)(, MODERATE <br /> STRONG)) CEMENTATION (POOR- <br /> 12 BLRWCOt1NTS--) CL MODERATE-WELL) STRUCTURE (STRAT- <br /> IFIED, HOMOGENEOUS, ETC)) ANY OTHER <br /> "WI-I�Io COMMENTS OBSERVATIONS SUCH AS <br /> 14 I: <br /> I PRESENCE OF WOOD, SHELLS, ETC. <br /> SAMPLE IV <br /> 16 NUMBER, BLACKENEDNTACT <br /> INTERVAL SUBMITTED BSERVEC <br /> �;i FEElg FGR LABORATORY ANALYSTS —STABILIZED WATER LEVEL <br /> ! SH/+P <br /> 20 INITIAL WATER LEVEL <br /> -- 22 <br /> AMMXIMATE CONTACT <br /> 24 <br /> 26 <br /> WELL DETAIL LEGEND' <br /> SEE ABBREVIATIONS LIST To INTERPRET <br /> CEMENT <br /> ED BEKTCNITE <br /> m BENTONITE SLURRY <br /> SAND <br /> o scmo <br /> ® PACKER <br /> PAGE-.1— OF I <br /> V Wr2 <br />