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Ghiraidelli <br /> cnocolate Legend <br /> 0 Water Quality Monitoring Compliance Well <br /> f <br /> 5 � 0 Water Level Monitoring Well <br /> CENTRAL LATHROP_ <br /> a CLSP-9 SPECIFIC PLAN Existing Storage Pond <br /> i 10.300 e <br /> 09 CLSP-12 :.::::.:.:..: Existing Percolation Pond <br /> CLSP-1 8.30 <br /> Undine Rd 9.90 t Existing Agricultural Land Application Area <br /> S28;0 ; <br /> O <br /> AY a 0• i ® Planned Agricultural Land Application Area <br /> I <br /> CLSP-8 u E I Rd �, S Former Agricultural Land Application Area/Site <br /> 8.83 <br /> a h MM. Existing Urban Landscape Irrigation Area <br /> 7.0 <br /> Woodfie Ai h <br /> e - ' 7 Park - Lath I -__ Drainage Ditch <br /> o - <br /> CLSP-11_ - POND S6 <br /> o 5.90 sl Groundwater Elevation Contour, in ft NAVD 88 <br /> 6 Q <br /> - _ Inferred Groundwater Flow Direction <br /> MWR-10 _ CLSP`3� X o Manuel <br /> �e l '^ S6 RMW-5 <br /> 11:90 R9.35 10.56 ~ Calculated Gradient Magnitude and Direction <br /> 5.59 �-� 0 MWM-25 Thomsen Rd Pa L g.35 R' <br /> DOo o MWR-9 5.14 MWM-23 L z• Abbreviations <br /> /�• o NA' MWM-24 5!fi o st � ft= Feet <br /> o MWR-29 6 28 MWM-21 MWM-17 NAVD 88 = North American Vertical Datum of 1988 <br /> 'L' ^• MWR-30 -1.28 MWM-22 `5.66 v 4.37 . <br /> -1 go 7.31 tl Mingo'Way <br /> MWR-28 c MWM-19 E Louise Ave Notes <br /> fi� -4.58 MOSSDALE MWM <br /> MWR-27 MWM-15 7.37 MWM-12 2. Groundwater Elevations are from the 2023 Spring Monitoring <br /> MWR-32 0•1 A31 0 � ,�✓ 2.05 5.57 TREATMENT <br /> � A30 s, 0.0016 8.12 Event. <br /> ® �, KMW-10 3. MWR-12 was d likel due to dewaterin in close roximit-2.34 � ♦ MWR-12 MWM-11,.0 MWM-13 FACILIT-Y dry, Y 9 proximity. <br /> .3A Ln '3,_ 7.97 <br /> M� MUM20 Dry 3.81 � o'0 6.73 KMW-8 4. Gradients for each area were calculated using the following <br /> MWR-31 0 'off ` \ ��,\\. Ty - u� at r 7;•OMWM-7 - 14.070 PB-1 KMW-6 wells A23: MWM-11 MWM-13 &MWM-19 <br /> 2.26 A34 u MWM 27. 6.44 KMW 2 00 6.20 <br /> 0,0 , A 8.98 ter. . 6.0 g.0 MWM_$ 7.75 L? Pond S5: MBRMW-2, MBRMW-3, & MBRMW-4 <br /> MWR-11 RIVER ISLANDS MWM-6 5.94' > > rr KMW-9 Former LAS-2: KMW-10, KMW-11 &MBRMW-4 <br /> r r9l r "'0 0 0 ♦� 13.16 PB-1: KMW-4, KMW-6&KMW-8 <br /> -0.18 p 1 '7.99 %9 MWM-9 0 0 . <br /> 2.0 /30 J ti e •0 �� 6 �\ Q A28: MWR-3, MWR-23, &MWR-25 <br /> - i 5.17 LAS-2 0� . <br /> p 0 6, o KMW-4 A31: MWR-11, MWR-29, &MWR-31 <br /> MWR-5R I 4 S1 p. <br /> �. MWM-2 o S2 MWM-5 >>6 0�17.57 A36: CLSP-1, CLSP-8, &CLSP-12 <br /> �0 /g. 9.02 ♦ = 10.31 �� 5.65 KMW-11 �� 0\ <br /> o, n� 0 17.0 6. Unable to calculate gradient for A30 as MWR-12 was dr <br /> MWM-4 S3 MWM-3 7.21 �`b' 00'�0+� g y. <br /> 6� 7.09 LAS 1 A o' MBRMW-4 7. MWR-9 was damaged during construction.The developer is <br /> ,l0 7.16 B C 0006 S5 9.79 � currently formulating plans for proper abandonment. <br /> MWR-4 \ Y <br /> Op ' � �� M9 M-1' � MBRMW-3 MBRMW-1 MBRMW-2 � Sources <br /> o� 0 1. Basemap is ESRI's ArcGIS Online world topographic map, <br /> 9.78 ' � .,,..,,� 9.34 9.07 9.74 <br /> �00 O�o,er sl ��� ; obtained 9 June 2023. <br /> 120 �PdL. . <br /> 11.0 ' CMWR-3- ft <br /> 9!0 8.27 _II� - le Is <br /> E MWR-26 J� - <br /> LL Q 13.0 00� e�� <br /> 4, O A35b °� Bron��n Rd N 0 0.5 1 <br /> MWR-25 <br /> N13.74 0 Miles <br /> 7 MWR-230 A35 e <br /> 14.42 S16 yya Dutra Groundwater Elevation Contours <br /> l=sraeE Spring 2023 Monitoring Event <br /> aa`Pa Aplicella Cr W Woodward Ave Park <br /> c� City of Lathrop <br /> "a <br /> W Lathrop,California <br /> July 2023 <br /> �'�l Blvd environment B90088 03 <br /> Y <br /> eki & water Figure 3 <br /> a <br />