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<br />ITS
<br />FINAL DESIGN DRAWINGS
<br />JULY, 2006
<br />CONSTRUCTION
<br />LEGEND: NOTES:
<br />11 ;``\ � a sdo STING b,o y \` -�-� ax 1. TOPOGRAPHIC BASE MAP PROVIDED BY CARROLL & LANGE, INC.
<br />o �
<br />� A J /� ` �_��- a SURFACE GEOLOGY PT 1 PACKER TESTS (WMC, JUNE 2006)
<br />I bo b +y C> 1 zi K UPPER TRANSITION MEMBER C-PS -1 BORINGS (CARMA, MAY 2006) 2. PROPERTY LINES SHOWN ON THIS DRAWING PROVIDED BY
<br />° OF PIERRE SHALE CARROLL & LANGE, INC.
<br />G1 BORINGS (CARMA, 2006)
<br />C C 3. LOCATIONS OF ABOVE AND BELOW GROUND PIPES,
<br />V �— ❑ TO PLEISTOCENE) R HOLOCENE GPT M
<br />-1 j� PACKER TESTS (CARMA, 2006)
<br />a v a P n �_/ Qc 7 STRUCTURES AND UTILITIES ARE APPROXIMATE.
<br />v�� � OO ' PROPOSED PIEZOMETERS 4. WC PACKER TEST PT -3 TO BE COMPLETED UPON COMPLETION
<br />1 �° '� •�.� � a _ o EOLIUM (WIND BLOWN CLAY, SILT C'1 1 T OF FINAL SITE GRADING BY OWNER.
<br />I- T1 bps .ens /� / ��• r '�+,am x�j47.p•�ai. ..:s^. t'bvT s7. I
<br />�2 ° b s 1 11 Qe (LOESS). SAND, AND GRANULES)
<br />♦ a ELECTRIC LINE 5. WATER SURFACE SHOWN IN BAYSHORE PONDS REPRESENTS
<br />` , I �- � ,✓j- ' _
<br />f - -- R `�' = fit_ j t SURFACE OF WATER ON THE DATE OF SURVEY AND DOES NOT
<br />IQ `3` _ N O �E% PINEY CREEK ALLUVIUM — - - - — SECTION LINES
<br />71 L REPRESENT THE SURFACE OF WATER THAT MAY BE IN THE
<br />a a / K �. _ O p� C p ��' i; QpC (UPPER HOLOCENE)
<br />1 an�v/ O It WATER SURFACE PONDS AT THE TIME OF CONSTRUCTION.
<br />0 O
<br />1 •° . (',.zs i f -_- ___� ❑ POST -PINEY CREEK ALLUVIUM 6. GRADING OPERATIONS ARE ONGOING AND IN SOME AREAS.
<br />�'�',' ` �� r� i _- __ ___ __ �� O� WATER LINE
<br />I '� ( UPPER HOLOCENE) ACTUAL TOPOGRAPHY MAY DIFFER FROM TOPOGRAPHY SHOWN.
<br />9 [;P== - ; LJ —��— GAS LINE
<br />�
<br />r� u GEO
<br />1 - — --- — - -- — - -- — - -- — - -- — - -- --
<br />d1 1
<br />pp -- — - -- — - -- — - -- — - - - -- - -- — - 1 BEDDING ATTITUDES TO ACCOMPANY GEOLOGIC
<br />t MAP OF THE BOULDER -FORT COLLINS- GREELEY AREA,
<br />COLORADO, BY ROGER B COLTON.
<br />F
<br />Permit #M- 1982 -015 Confidential? N
<br />Class General Documents Type Seq
<br />MV# Inspection Date
<br />Doc Date(ifnnodatestamp)II -20 -2007
<br />Doc Name Soil - Bentonite Cutoff Wall Design; Sheet 2 of 12
<br />From DRMS /Other Carina Bayshore, LLC.
<br />To DRMS /Other DRMS
<br />Recipients
<br />BY
<br />DATE
<br />NOTES:
<br />0
<br />f
<br />N,I,
<br />100 200
<br />�
<br />Scale in Feet
<br />PREPARED FOR
<br />��('�� ,
<br />��4 `-"-"-' `
<br />•-- -- -��w^^ °°
<br />WATER
<br />MANAGEMENT
<br />CONSULTANTS
<br />Denver', CO
<br />BAYSHORE POND SOIL- BENTONITE CUTOFF WALL DESIGN
<br />EXISTING CONDITIONS AND SITE EXPLORATION LOCATIONS
<br />CLIENT:
<br />GEO -CON
<br />PROJECT: BAYSHORE PONDS
<br />DEVELOPMENT
<br />JOB: FILE:
<br />2676 SHEET2.DVVG
<br />DRAWN: CHECKED:
<br />PGQ DP
<br />DATE:
<br />JULY 2006
<br />PLAN:
<br />SHEET 2 OF 12
<br />
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