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Attachment 2A-With BBA Annotations <br /> r b 75.5 <br /> )ES <br /> \ 63.5 UsEW-02A EW-`DBA EW10A�9 " { -S W-52A' <br /> ENF04 `170 EW-05Ai EW-� 788 080.20 3e1v4 . ® . <br /> ESCMW-17ti 91 $SP20A EW-07A # �0� DEW-13A EW 12A . SEPW-N2S <br /> 7 <br /> tOA18,J SP-13A 49- 74.9�SR21A 60.8 NS 38 <br /> 3.1 E\ SW51ASP15A . .8EW-14A <br /> V' 71.3Q �; ESCAW-1& 934 • 2 <br /> SW50A 13.2 I�SSA� <br /> c' <br /> f NS /J\ <br /> 0.847 t ''�., ESCMW82 ESCM1rV-83 E` SRNS� SW-53ANS' <br /> ESCMW-16A85.8 <br /> NS / 0.701 <br /> ESCMWI` 33.8 ESCMW-57A+ 115 <br /> +ESCMW-55A/ESCPZ-114 \ <br /> 26.4 23.5, <br /> \ ESC ZW54A NS INJ-L ESCMWW INJ-M INJAZ- ESCPZ-112 <br /> �\ V \ 3.\DNS\ NSA gNS` <br /> NS ESCMW58A S // <br /> ESCPZ-113 ESCPZ-110v\ ESCPZ-111 g -� 74.1- <br /> NS NS NHS ` ESCMW-60 <br /> 100 0 0.5L1 syy,lp� <br /> Feet <br /> Legend <br /> NeIIlPiezometer Screen Location <br /> $ Undifferentiated 0 (f <br /> ♦ Transdional 1E 7\SCM1N-4J \\ <br /> + Upper Sand `. <br /> Upper Sand(Actively Pumping) SW12 MyµD6 ESCMVWB s <br /> ♦ Unknown OS U 9.38 11� I <br /> Observed Capture Zone(As Presented in 2015 RSAR) ~ ESCMW42 <br /> Observed Capture Zone(Expanded from 2015 RSAR) _ SR18 y I o,Z8 ,\\ <br /> RYJ�D HMW53 <br /> Generalized PCE lsoconcentratlan Contours P oposed 15YW-21 0.88 sa,-17 arJB .87!, w <br /> "SVWL ..i SP-Og NS S1M-2D SW� eESC 3MW-11�3t�I I HMW:52 (SWOB <br /> New Settling 1 SWDB <br /> SR1 184 S <br /> 8 SP,-OS W158 r. 11 \ \ 'a0.49BJ <br /> �50 PgfL 32'9 �0 \\HMW51 <br /> N NS <br /> �100NgfL Pond n S � S�15A y, `s o \\ o O.SU <br /> -Generalized Groundwater Elevation Contour(October 2015) ( „„�.,OX.I `50 <br /> 1.J�.J l \ \\ 8W13 <br /> i 86.1 <br /> FSCMW2IA <br /> 105 <br /> z ESCMWI4 <br /> Notes ExistingVA SW 8.18 <br /> $ 8.47 ESCMW115 SW11 <br /> -All samples were collected in October 2015. \ 23 0.5 U - <br /> -Concentrations are ti n.Elevations we amsi. o` <br /> -Locations are approximate. Settling s \ 30 Mawre <br /> -SW-21 and SW-22A were not included in the groundwater 25 - 0.5 U�. <br /> elevation contouring. Pond SP-24A N5 \ <br /> -Groundwater elevations for ESCMW21A and ESCMW-21B were NS SW-37A r <br /> transposed in the 2015 RSAR.Elevations have been connected,and \225 <br /> -Und eleli elevation c One <br /> sat have been revised <br /> aquifer <br /> accordingly. (approx.) \� ar \\ <br /> -UndiReronlisted Nell:One saturated sand aquifir unit underlain \1j\\ <br /> by bedrock observed in well boring tog. INJ•J M1J-(i o \\ \ 500 250 0 500 <br /> -Transitional Well Well screened across entire aquifer as observed NS NS H NS \\\\\ 00010110101001001 <br /> \\ Feel <br /> in the well boring log.Multiple Iithologies observed.May represent +*+ $ <br /> upper or lower sand or combination thereof. il4J-I 0.5U \ \\\ <br /> -Unknown Well:Well log not available to categorize well. NS \ - SCHLAGE LOCK COMPANY <br /> -NS:Not sampled vt October 2015 \\\Y� \ SECURITY,COLORADO <br /> -U:Not detected at or above the MDL.POL shown. \ \ a 3 OfFsibe IRM Work Plan <br /> J:Estimated result.Result is less than the POL. <br /> -J8:The sample matrix Interfered with the ability to make an a - u <br /> accurate determination.Spike value is low. 7 PCE CONCENTRATIONS IN UPPER SANDS <br /> -Q:Sample analyzed between 7 and 14 days after sampling.Data n1 31.3 c c:.nnrwi err BRADLEY ROAD AREA <br /> '�' snrne a G s <br /> we usable. • Figure5a October2016 <br /> -MDL:MethodPractical <br /> q detection limitGeosyntec <br /> -POL:Practical quantltatbn Grnit U-09D U-nit, ` <br /> 0.5*0.5 U 42✓ <br /> �2;. noaxywnv ruxl�-n COriSlllt2rit3 I CHA8414 <br /> File Name:CWMP_Amend PCE UpperSand..mxd <br />