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ARCHIVED REPORTS_XR0012739
Environmental Health - Public
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EHD Program Facility Records by Street Name
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THORNTON
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26056
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2900 - Site Mitigation Program
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PR0545730
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ARCHIVED REPORTS_XR0012739
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Entry Properties
Last modified
6/12/2020 12:25:10 PM
Creation date
6/12/2020 12:02:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012739
RECORD_ID
PR0545730
PE
2957
FACILITY_ID
FA0005194
FACILITY_NAME
DONNA GARDNER
STREET_NUMBER
26056
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115046
CURRENT_STATUS
02
SITE_LOCATION
26056 THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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s <br /> WATERWC IK <br /> WELL/BORING LOG <br /> rAEDNEI FRnPFRTY LOCATION M CA PROJECT NO.Zoa - <br /> PROJECT NS F7 WELLHEAD ELEVATION NS EZ <br /> VCLL/DOPING NO. IIVI SURFACE ELEVATION _ <br /> lI/01/90 REVIEWED BY RUSSELL V. JUNCA4_ RG_3065 LOGGED DY -mom P. LANE <br /> DATE DRILLED R. L1V)•yl;STUN HETHOD HOLLOW STEN AUGER <br /> DRILLING COMPANY SPECTRLIH E%PLDRATIDN DRILLER <br /> BORE HOLE DIAMETER. e.Jb DEPTH DRILLED 2y FT DEPTH TO WATER s INITIAL _-U-2 £T STATIC IZ� FZ <br /> Pv DIAMETER �1N-- SCHEDULE 4— INTERVAL o rl TO— 7 FT- <br /> CASING TYPE _� O.plo_tN_ INTERVAL T FT TO 27 - El <br /> SCREEN TYPE PVC -- DIAMETER _?Ir; SLOT SIZE 27 FT <br /> FILTER PACK TYPE 02/12 SAND INTERVAL--FT TO— <br /> SURFACE SEAL TYPE SAND/[E1kNT SLURRY fax DENTOHITE) DVCR BENTONITE <br /> INTERVAL�—E•L TO • � FT <br /> NOTES NTIIIJIT PL 3-5' HEAVING SANDS ENCOU RED 6- 7' <br /> YELL DEPTH PID AMPLE 10 U.SL. SOIL OESCRIPTIIIN <br /> DETAIL (FTa (PPM) LOWCOUN LOG <br /> O p-.5' GRAVEL WITH SILT <br /> S-6SANDY SILTI <407 SA—SR, F, SFT—H, PRLY GRDD SNS )50'L FNSr <br /> H DRY STRNGTHI R DLTNCYI L TGHNSSI N PLST; STIFFS H YLLV <br /> 2 URN/ HPOI ORC6 NST; N HCL REACTION WEAK CEHENTATICHI HDC <br /> HL <br /> 4 <br /> 9 <br /> 6 6 SP-SH 6-6.5/l0' POOR-Y GRADED SANG WITH S[LTI >40% SA-SR. F-H, H HRDNSS. <br /> HPPLY ST; N HCL REACT106WFWEAK CENENTA ION HORORw NPOI N ORCo <br /> 8 <br /> GP- HL <br /> �� HV1- 6.S/10-71 SANDY SILTS <407. SA-SR, F. SFT, PRLY GRDD SND; )607 FNS; N <br /> 105 ; DRY STRNG7YI R DL TNCYI L TGHNSSJ N PLSTI H STIFFI H YLLW <br /> 0.0 ; SP BRN NPO; ORCv NSTI N HCL. REACTION WEAK CEHCNTATIONi HOM <br /> DD <br /> 12 ♦♦♦ 11-11.5/l5' SNI)i oxPOORLYGFNSRADE H DNSk DRK YLLW ORNGI NP6)N DGRGI NST) NCHCL <br /> 14 ♦♦` REACTIONi WEAK CEMENTA71IN HOKO <br /> 1 SP 11.5/15-16' POORLY GRADED SANDI )95% SA-SR, F-K, H KRDNSS, PRLY GRDD <br /> 16 SND; <57 FNSI V LSI DUSKY YLL V URN; NPq N DRGI WET; N HCL. <br /> 2 REACTIONI VEAK CEKENTATIOM HDHIL GRY STAIN <br /> KL <br /> 18 <br /> 16-16.5/20' SANDY H'DRKLTj <GPY)SA-SR, <br /> ORGI VETT N HOLY REACT ION1 WEU( CER- <br /> ENTATICW HCACLI GRY STAIN <br /> ! 20 16.3/20-27'WELL GRADED <br /> ! O $ S, TS <br /> S, WELL GRDD <br /> SNDI ! VETj N <br /> / VDI� HiRK GRYNPS RORG <br /> 2 <br /> 2 SW HCL REACTION WEAK CEHENTATIUNi HOMO <br /> 24 <br /> 26 <br /> 2B <br /> tiY,E.d GFO�.. <br /> 30 �`G'C �0', <br /> 32 RLiSSELL 4V. N'l <br /> JUNCAI <br /> 34 <br /> 3F NO.3864 rr� <br /> 36 J},1 •t :r <br /> 3$ <br /> 40 <br /> 42 <br /> PAGE OF <br />
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