2010-04-26_PERMIT FILE - C1980007A ‎(10)‎

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 4/26/2010
• Doc Name: HELP Model
• Section_Exhibit Name: Exhibit 82 Appendix E
• Media Type: D
• Archive: Yes

7_UNREC
LATERAL DRAINAGE COLLECTED 0.00358 ( 0.00226) 13.002 0. 01755
FROM LAYER 2
PERCOLATION /LEAKAGE THROUGH 0.00002 ( 0.00001) 0.072 0.00010
LAYER 4
AVERAGE HEAD ON TOP 0.000 ( 0.000)
OF LAYER 3
CHANGE IN WATER STORAGE 6.278 ( 1.8303) 22787.79 30.759
n •. .. n. :t :. .. .. •. ..n.. .. •.n nn •. •. n.: : :. n n n•. .. .. .. .. n..n.. .. .. n..n.. .. ..n.. .. n:t' .......... .. .. .. .. .. :: :: :. ..nn.. .. ..n n.. n.. .. .. .. .. .. ..
PEAK DAILY VALUES
FOR YEARS
1998 THROUGH 2008
------------------------------------------------------------------------
(INCHES)
-------
(CU. FT.)
- - - - --
PRECIPITATION
---- - - - - --
1.62
5880.600
RUNOFF
1.524
5531.4482
DRAINAGE COLLECTED
FROM LAYER
2
0.00005
0.19750
PERCOLATION /LEAKAGE
THROUGH
LAYER 4
0.000000
0.00088
AVERAGE HEAD ON TOP
OF LAYER
3
3
0.002
0 .433
MAXIMUM HEAD ON TOP
OF LAYER
LOCATION OF MAXIMUM
HEAD IN
LAYER 2
(DISTANCE FROM DRAIN)
0.0 FEET
SNOW WATER
3.65
13234.7402
MAXIMUM VEG. SOIL WATER (VOL /VOL) 0.3882
MINIMUM VEG. SOIL WATER (VOL /VOL) 0.0500
Maximum heads are computed using MCEnroe's equations.
Reference: Maximum Saturated Depth over Landfill Liner
by Bruce M. MCEnroe, University of Kansas
ASCE Journal of Environmental Engineering
Vol. 119, No. 2, March 1993, pp. 262 -270.
•,. � �......... �. :::: �.. t ' ....:........... �:::•;:;:;::::: t::::: t:;:: �:;:•::: �::::•:: �• � : :':: ::;:;::� ::::.nn..:t:.nnn.. L::n....n....n........
0
k:......, n ..., n ....., n n ..., n ..., n ..., n ........., n ., n ........., n .................. n ........ •.............:r :, n n n ., n n ........................
FINAL WATER STORAGE AT END OF YEAR 2008
0 Page 11