HomeMy WebLinkAboutTED4003195.13SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
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395
365
360
S/EI/E S/ZE
4—INCH
NO. 4
PERCENT PASSING
100
70-100
NO. 200
20-700
. ......... ..........................
......................
PLACED /N 6—INCH THICK LOOSE LIFTS
AND EACH LIFT COMPACTED TO 95Z OF
MAX/MUM DRY DENY TY PER A5TM D-1557,
MODIFIED PROCTOR. ON —SITE GLACIAL TILLS
355 SHOULD MEET THESE REQUIREMENTS
390
385
380
EMERGENCY SPILL WA Y
ELEV. 377.50
375 .......
370
U&I
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Of w 360
355
o _
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POND CROSS—SECTION B—B
SCALE.- HORIZONTAL: 1 " 20'
VERTICAL: 1 "=5'
390
385
375
370
365
360
355
POND CROSS-SECTION C-C
SCALE. HORIZONTAL: 1 "=20'
VERTICAL: 1 "=5'
.............................................
--- 18" NICK SOIL LINER
MEETING GRADA TIONAL
REQUIREMENTS
GRADA 1IONAL REQUIREMENTS
SIEVE SIZE
PERCENT PASS/NG
4—INCH
100
NO. 4
70-100
NO.. 200
20-100
�I
PLACED IN 6—INCH THICK LOOSE LIFTS
AND EACH LIFT COMPACTED TO 95% OF
MAXIMUM DRY DENSITY PER ASTM D-1557,
MODIFIED PROCTOR. ON —SITE GLACIAL TILLS
SHOULD MEET._ZbESE REQUIREMENTS
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�zw� DESIGN
ENGINEERING - PLANNING • SURVEYINC
DAt1ENTION POND CROSS -SECTIONS
CORE 10B102052
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