Laserfiche WebLink
f 3 <br />DRAINAGE LEGEND <br />5 <br />$ 4660 <br />4660 1 _ 6 GROUNDWATER <br />#, - `" v ` • \ y, ELEVATION <br />�%/ °P�' °•` �. __ -:�n� e o o', mm CONTOUR (FT. <br />� 4667 <br />618 GROUNDWATER <br />ELEVATION <br />MEASURED AT <br />EXPLORATORY <br />' BORING LOCATION <br />DRAINAGE (SEE NOTE). <br />+ 1. 4641 <br />46501 -- <br />f�� d64� TOPOGRAPHIC <br />'46 <br />t 1: CONTOUR <br />1 46�' <br />- - - — 3 / <br />� .. 4.643 r- �— \ � <br />\ 46 — 4648 46. , 4643_ 4645 „ gk44 i 4fj�4 443 8 '4. \4650 <br />�.m <br />—= _: �....�_�...., Yz�.. - ._...., �s.7' <br />SOURCE: GROUNDWATER ELEVATIONS AS REPORTED <br />DURING DRILLING OF EXPLORATORY BORINGS <br />BETWEEN 3/17/14 AND 4/4/14. <br />NOTE: GROUNDWATER MODEL `A�� POTENTIOMETRIC SURFACE <br />1. CONTOURS SHOWN INFERRED BASED ON OBSERVED 35TH AVENUE SLURRY WALL `•1 BASED ON <br />TOPOGRAPHY ASSUMING INWARD EXTRAPOLATED FLOW ON GREELEY, COLORADO GE1 MEASUREMENTS <br />TOPOGRAPHY ASSUMING INWARD FLOW TOWARD <br />DRAINAGE AREA FROM RIVER AND HIGHER ELEVATIONS Cnnsulants PRESENT CONDITIONS <br />TO SOUTH. Martin Marietta Materials M <br />�% I Project 1405060 -1001 1 November 2014 Figure 2 <br />H: \TECH \project\Regional Modllow model\Reporffigures.ppbc <br />