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Attachment 2B-With BBA Annotations <br /> \ / J N <br /> {SP-14B 14.2 ESCMW-/5 B <br /> 0.8 <br /> �SP-158 54498 EW'06B 534.18 - <br /> 0.5U 'o #J56 <br /> SP8 <br /> 0.918 + 2B ESCMW19B EW-OBB SP-21BE�I /l�EW:+2•-\1 0 B <br /> 0.5 U NS 3.47 0.626 \36.4 <br /> T(INJ-K <br /> :ESCMW-22BNS 163 <br /> �55B ESCMW8.78 ESC�588 SCMW67B <br /> *0.72B 93.8� <br /> ESI CMW0-.58B 4V " 5 U' <br /> * <br /> 100 50 0 100 <br /> vet <br /> u, <br /> w <br /> 0S.3W4-11`0J, <br /> Legend <br /> Wall/Piezometer Screen Location <br /> {� <br /> , <br /> a <br /> Undifferentiated Bhp C <br /> ♦ Transitional ESCMW47� <br /> Laver Sand �e.94 a <br /> Lower Sand(Actively Pum ping) SW12 MW-05 ESCMW-48 <br /> ♦ Unknown 0.5 U 0.38 ,1 <br /> �—�Observed Capture Zone(As Presented in 2015 RSAR) SW-21 1 I ESCMW42 <br /> Observed Capture Zone(Expanded from 2015 RSAR) 17.4 SP-1,_, RVWD 37.6p4j 153 7 <br /> p I I 4. <br /> Proposed 87 <br /> Generalized PCE Isoconcentration Contours +ASP SR s7 J6 O' SW-19 ESCMW-43 I I HMW52 �• "' <br /> 5pg/L SW20 '2A 13.9 <br /> 73.5 ISW-05 0:5U SWOB <br /> --•50 pg/L N Settling ,* 184 s2:9 0.5U HMW51� 0,498J <br /> 32 9 \ <br /> �10PgL S �B S NS�SP-19 "\ \\\\ 0.5U <br /> Pond Sp6 SW15A $ <br /> —Generalized Groundwater Elevation Contour(October 2015) SVV-13 9.59 <br /> pprox) �\ 56.1 <br /> ESCMW-21B ` \ <br /> \. i. 154 N ���+� \ <br /> Notes Existing + <br /> 9 `"W-17 <br /> -All samples were collected in October 2015. SW-27 + ESCMW-15�_ * <br /> -Concentrations are A..Elevations areft am sl. 7 ! � 2J +re�aor 4 <br /> •Locations are appmxirn ate. Settling +NS SP-24B �'. t `�� � \ <br /> -SW-21 and SW-22B were not included in the groundwater \ N wly_! +' `�io 0.5 U <br /> elevation contouring Pond INJ-B + M.,� 1'\ <br /> -Cxoundaatr elevations for ESCMW21A and ESCMW-21 B woe - NS S NS B <br /> transposed N the elevation <br /> RSAR. have bee have been corrected•and (approx.) <br /> ox.\ 1� <br /> groundwater elevation contours have been revised accordingly. iJi.J f <br /> -Undifferentiated Well:One saturated sandy aquifer unit underlain <br /> by bedrock observed Inwellboring log. WJ-J NJ-F WJ-A•INJ-EINJ-Orp \ '� 1 I i \\\ 500 250 0 500 <br /> -Transitional Well:Well screened across entire aquifer as observed NS NS4NS NS NS o.5 U 4 <br /> in Me well bring log.Multiple lithologles observed.May represent \ t ! t 1t Feet <br /> upperrlovrsand rcombination thereof. �N INJ-H WJ-D.�g,IJ_G 'rs l \� I� 1 <br /> aq � <br /> -Unknown Well:Well log not available to categorize well. NS NS DNS NS �� +'1 Y 1 t,\ SCHLAGE LOCK COMPANY <br /> -NS:Ndsampled or October 2015 <br /> SECURITY,COLORA L <br /> -U:Not detailed at or above tite MDL.POL shown. \\\p 1 1 OFFSITE IRM WORK PLAN <br /> -J:Estimated result.Result is less than the POL. - <br /> -J6:The sample matrix Interfered with the ability to make an ` •1 ;SW-29 ESCMW 59,1, 6PCE CONCENTRATIONS IN LOWER SAND <br /> accurate determination.Spike value 5 low. NS 5.1)4 1 t E ca,+„,.r u - BRADLEY ROAD AREA <br /> -O:Sample analyzed between 7 and 14 days after sampling.Data g <br /> are fully usable. cx <br /> -MDL:Mdhoal quanionfxnit osu0.5U - Geosynteri� Fi ure5b November201 <br /> -POL:Practical quantitation Emit U-09D U U 09 r,;.�.,,«r,, 10.7 6.54 9 <br /> CHA8414 <br /> consultants <br /> 'He Name:fig_5-5b_CWMP_Amend_PCE_LowerSand.mxd <br />