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PIEZOMETER* <br />#M W -10 <br />1s8 <br />PIEZOMETER <br />I. \ 'lMW �09 <br />1 <br />i <br />II d �'•,.; .x,41' <br />it <br />\ \\ % <br />``\ •.\sue' OII <br />\ , . it tra <br />it <br />it <br />\ 1 f i III /1 165 <br />(j(I,II l ! i ii il� r 1675 it `\ i� Emil p i 1111 r PIEZOMETER l/ �' PIEZOMETER ,1 <br />PIEZOMETERI \ ' I II \ I� I ' \: #M AL_41' i ^ #MW -12 <br />#MW -0 ��_� I \\ II Ir I I 48 x <br />-- ---'.\ L 51i! � rIlIl I ` 1 /� /i Ip I ,• IEZO � ET ER #MW -07 <br />1 167 <br />ii II / Ii IiIO \\ <br />U I I I II� � \• <br />- \ \ \ \I� � 1 j 11 �i� I' j • li i� ji \li it lit` /,�I � I i I i � f3 \\\ <br />®\ ^-" <br />liIWO <br />It <br />_ - l \,�\\\� \\ 11 <br />`L \.\ \ \�'j',�\ \ j •'\ jj If \l \\..kj, Ilj� ..n.,.......`I <br />1\ \ \ \ \ \ \' \\ 51`T.pw�,)I 1� III i °�....> -i'I <br />It <br />\\ I� \ I . II PIEZOMETER <br />It i MW -14 a // / _ N IN <br />NW CORNER I 1 /?, I�Y 1/4 SECTION 30 1 % # 165 \ NE CORNER 61/2 NW 1/4 SECTION 30 ` M <br />r / I i 'I 1 \ \\ fly ...- ... -... II• ,.. �... -.,, -, Il - - .. -...- -._ -_- - -- _ `' - - - -- - " -' - --- -,! _\ \.�.. �,.. �.. �..� <br />.air <br />/,i, '� ✓' I` ; � , \ \ Ldp [ 11 --------------- <br />it <br />It <br />It <br />it <br />J/lll! (, I l ." I` al I' 7ER <br />Nil / ( I t+ I PIEZOMETER I t?IEZOME <br />VIII! II II #MW 15 I #MW -V �s <br />II'ffll ll! \ u r\ o o I' <br />11 PIEZOMErI�ER <br />W- O6'a'. <br />111970 It / <br />I! l n i i/ 4 -- - / - i PIEZOMETER `rr <br />II � <br />i1 t i� #MW'16 <br />Ilk, 11 <br />I \ \ f u u I•r. ii 7 j' Lam ' - / <br />1111 II ,l, 1 �y�Y✓ •'`-' - <br />In <br />IN 168 I Se , iNIEI. <br />PIEZOMETER, 0 S :. r i' %r vs ✓ r� r_ .r i v/ <br />#MW -05 - - PIE OMETER �j I/ <br />:.rL } / <br />W 1/4 CORNER SECTION 30 #M W -04 ` �, � o _, y�� ' %-.,.,_ _ _ � � �' \t i �! �` •��\ i `-a <br />KNk <br />it <br />It <br />It <br />\• <br />s <br />` / ce <br />kl 1 111 I�r j o 4 t ' it <br />I \ 1 / y <br />It \ 4 / - ' / ...d' / / �I it -, <br />It <br />I } i <br />PIEZOMETER <br />I #MW -03 <br />I <br />-- - - -- - I - - -- � 168 <br />= I I I I <br />I <br />I ; <br />f! <br />I� J <br />I / <br />II <br />/ I f <br />it <br />/ r <br />II <br />l <br />ita <br />LIN IX <br />i ! <br />I I j <br />.t) / <br />1 <br />,IJIi <br />1 I I <br />I <br />I <br />I <br />PIEZOMETER i - - PIEZOMETER <br />1 #MW -01 #MW- 021688 <br />1689 <br />\ <br />i <br />1 / <br />LEGEND <br />- - - - - - -- - SECTION LINE <br />PAVED ROAD <br />-------------------------------------- - - - - -- UNPAVED ROAD <br />--------------------------------------------- <br />-...-. ..- ...- ...- ..._...- ...- ... -_. -. - DITCH /WATERWAY <br />TOPOGRAPHICAL CONTOUR <br />�■.womme■■ moons ■■mmmm,■■mmmov.■ommom■■- PERMIT BOUNDARY <br />EXISTING STRUCTURE <br />OFF -SITE PIEZOMETERS <br />WELL# <br />PT# <br />NORTHING <br />EASTIN& <br />MW -03 <br />1685 <br />1281965.70 <br />3187412.14 <br />MW-09 <br />1686 <br />1287365.87 <br />3187426.10 <br />MAW -10 <br />1687 <br />1288925.73 <br />3188991.48 <br />MW -02 <br />1688 <br />1280670.67 <br />3187095.98 <br />MW -01 <br />1689 <br />1280651.40 <br />3184832.55 <br />ON -SITE PIEZOMETER LOCATIONS <br />WELL# <br />PT# <br />NORTHING <br />EASTING <br />MW-13 <br />1647 <br />1283951.61 <br />3191259.89 <br />MW -12 <br />1648 <br />1285478.89 <br />3190226.41 <br />MW -11 <br />1654 <br />1285909.77 <br />3189221.97 <br />MW -14 <br />1658 <br />1284654.26 <br />3188830.70 <br />MW -05 <br />1669 <br />1283277.25 <br />3186364.31 <br />MW -06 <br />1670 <br />1283728.10 <br />3185934.31 <br />MW-07 <br />1672 <br />1285500.21 <br />3185850.75 <br />MW -08 <br />1675 <br />1285900.46 <br />3186592.51 <br />MW-04 <br />1683 <br />1283290.41 <br />3187818.84 <br />MW -15 <br />5045 <br />1283869.86 <br />3190172.16 <br />MW -16 <br />5046 <br />1283468.13 <br />3190160.67 <br />GRAPHIC SCALE <br />400 0 200 40o Ilm <br />( IN FEET ) <br />1 inch = 400 ft <br />NOTE: <br />TOPOGRAPHICAL CONTOURS TAKEN FROM USGS FORT <br />LUPTON COLORADO QUADRANGLE AT 10 FOOT <br />CONTOUR INTERVALS AND INTERPOLATED AT 2 FOOT <br />CONTOUR INTERVALS. <br />PREPARED UNDER THE SUPERVISION OF: <br />TITLE <br />EXHIBIT &: MONITOR WELL LOCATIONS <br />SCs' 2 4 � 004 <br />„colo9Y <br />Petmil #: <br />M- 1999 -120 <br />Confidential ?: N <br />Class: <br />Revision <br />Type/Seq.: EXH G <br />From: <br />L G. Everist, Inc <br />To: DMG <br />Doc. Name: Exhibit G Monitor <br />Well Locations <br />Date: <br />09114/2004 <br />Specialist: <br />PREPARED UNDER THE SUPERVISION OF: <br />TITLE <br />EXHIBIT &: MONITOR WELL LOCATIONS <br />