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<br />FREE 180'
<br />DIKE ACCESS ROAD
<br />MAX. S. AGE
<br />FLOWLINE 16' -1 DEPTH= 16'
<br />OF SPILLWAY wAv
<br />BOTTOM SIZE OF LAGOON= 2.93 AC.
<br />)r
<br />SECTION A-A
<br />5315
<br />3,6"1
<br />IT
<br />TOPSOIL STRIPPING & STORAGE
<br />`\ 117.8 k $-
<br />f_4 m F,
<br />VE -
<br />LW
<br />IN,
<br />rpAl? flLLW
<br />rAg ' ,63.224ff
<br />%
<br />160-0
<br />i' a 1 I � � 1 y � � - SWU�'�OtGE. \VA EfL LIhIE ii � /. s3,se _ � >,6 j \.
<br />EM-�C4 I
<br />53r NOTES: 1. AVERAGE RECLAIMED THICKNESS IS 6 INCHES.
<br />-FEV-
<br />I416H \\JP,
<br />2. DISTURBED AREA FOR CONSTRUCTION IS ASSUMED
<br />TO AVERAGE 35 FEET WIDE.
<br />SPECIFICATIONS.
<br />INN
<br />3. IMPOUNDMENTS CONSTRUCTED WERE IN ACCORDANCE WITH DE51GN
<br />iii
<br />.3
<br />3.0 5
<br />L #AW e,
<br />�� / 1 '� 11 315 551 42 �' \ NN
<br />''�', , ' 53:0.7 � � r �'�;. -. - _'... -- _! � � / _ / /' ,. —_ ,_ 535p � \ I
<br />5,
<br />53
<br />DENOTES ALLUVIAL WELL LOCATIOWS
<br />DEMOTES ALLUVIAL MOMITORING STAT,10N5
<br />—"N
<br />A(
<br />X,
<br />IN
<br />_77 IN IN.
<br />$65
<br />J
<br />�11 _7111
<br />'YO
<br />)r
<br />'IN
<br />NN
<br />x
<br />-----------
<br />.j
<br />7:7
<br />0,
<br />Ilk'
<br />FmAllk -
<br />L17L
<br />p
<br />0
<br />0)
<br />REVISIONS R D
<br />N0.1 DESCRIPTION DATE BY ICHK'D. A P P'D. N0. DESCRIPTION DATE BY CHK'D.IAPP'D. DRAWING NO. TITLE DATE ISSUE REV. TO FOR INITIAL DATE STATUS INITIAL DATE
<br />ENGINEERS-CONSTRUCTORS 1894
<br />DRAWNBY 1"6 PRELIMINARY SALT LAKE CITY, UTAH
<br />A5 REVISE ?OtID III WELL L0CA71CII-IS jjz/&; 69 V�_l A D-2)44p-C- SOI ALLUVIAL WELL ACCE55 Rl:� 10514 17 2 r"514 4�lz CHECKED BY - - OR PLANNING
<br />TITLE
<br />A uVrAw rsil ftvl6r,,V 06LL LOCAfI004 -11,4-gl qt-� 44- &C, 7$* ELECTCK APPROVED FOR
<br />FINAL DESIGN D�SZRADO WME SURC[ FACILITIES
<br />A ewm � Per, WELL Lp:eoo�,li, Pwf 4 f yh Ad4 "fuA" goo, /(' ZAi b4/ reZ �"CK ESIGN UPAL 'NELL 4R A,
<br />A4�z PIPING C IN FINAL D
<br />0 �e; NZ, zo /-
<br />'47'opleo&p 'P'rz ��feAI.0"/741e7l O d"Ir 4 "v STRUCT CK 4 APPROVED FOR IT[ GUDIMG PUW
<br />66 -7 N oqo _I;j SQUAD LDR 12L9 QUOTEIPURCHASE
<br />/1\ 4Tw ;?DAZ> 4 4vo MONITORING 5TAf'4g5 1p-15.61 171 1
<br />CHIEF ENGfDES Ems,, q_ IT APPROVED FOR FOR wz5Tr_R,,-� ruCLS JTAW, INC, LAYZ\N000, COLO.
<br />-A, LA400oA 96TAIiI.- 4�',PAA AZ44?)rIOA/ PROJENG ?�1�2 CONSTRUCTION SCALE JOB NO.jFB&DU DM NO. OWNERS DWG. NO. REV.
<br />"6%, L_T` APPROVED jut _=TV
<br />4JPR 4Q"&- I �//0oz del' 6 c 8 aw A�� t
<br />)'2100 .34/
<br />_0500
<br />ADD ;MF'av&im,'kF&IT JOT/ ZA/te ,+/ m,/7 APPROVED 500
<br />AVAILABLE
<br />THICKNESS
<br />VOLUME
<br />MAPPING
<br />THICKNESS
<br />AREA STRIPPED
<br />STRIPPED
<br />UNIT
<br />(inches)
<br />(Acres) (Inches)
<br />(A�roo-Ftl
<br />109
<br />60
<br />0.12 6
<br />0.06
<br />128
<br />6
<br />1.68 6
<br />0.84
<br />TOTA LS 1.80
<br />EM-�C4 I
<br />53r NOTES: 1. AVERAGE RECLAIMED THICKNESS IS 6 INCHES.
<br />-FEV-
<br />I416H \\JP,
<br />2. DISTURBED AREA FOR CONSTRUCTION IS ASSUMED
<br />TO AVERAGE 35 FEET WIDE.
<br />SPECIFICATIONS.
<br />INN
<br />3. IMPOUNDMENTS CONSTRUCTED WERE IN ACCORDANCE WITH DE51GN
<br />iii
<br />.3
<br />3.0 5
<br />L #AW e,
<br />�� / 1 '� 11 315 551 42 �' \ NN
<br />''�', , ' 53:0.7 � � r �'�;. -. - _'... -- _! � � / _ / /' ,. —_ ,_ 535p � \ I
<br />5,
<br />53
<br />DENOTES ALLUVIAL WELL LOCATIOWS
<br />DEMOTES ALLUVIAL MOMITORING STAT,10N5
<br />—"N
<br />A(
<br />X,
<br />IN
<br />_77 IN IN.
<br />$65
<br />J
<br />�11 _7111
<br />'YO
<br />)r
<br />'IN
<br />NN
<br />x
<br />-----------
<br />.j
<br />7:7
<br />0,
<br />Ilk'
<br />FmAllk -
<br />L17L
<br />p
<br />0
<br />0)
<br />REVISIONS R D
<br />N0.1 DESCRIPTION DATE BY ICHK'D. A P P'D. N0. DESCRIPTION DATE BY CHK'D.IAPP'D. DRAWING NO. TITLE DATE ISSUE REV. TO FOR INITIAL DATE STATUS INITIAL DATE
<br />ENGINEERS-CONSTRUCTORS 1894
<br />DRAWNBY 1"6 PRELIMINARY SALT LAKE CITY, UTAH
<br />A5 REVISE ?OtID III WELL L0CA71CII-IS jjz/&; 69 V�_l A D-2)44p-C- SOI ALLUVIAL WELL ACCE55 Rl:� 10514 17 2 r"514 4�lz CHECKED BY - - OR PLANNING
<br />TITLE
<br />A uVrAw rsil ftvl6r,,V 06LL LOCAfI004 -11,4-gl qt-� 44- &C, 7$* ELECTCK APPROVED FOR
<br />FINAL DESIGN D�SZRADO WME SURC[ FACILITIES
<br />A ewm � Per, WELL Lp:eoo�,li, Pwf 4 f yh Ad4 "fuA" goo, /(' ZAi b4/ reZ �"CK ESIGN UPAL 'NELL 4R A,
<br />A4�z PIPING C IN FINAL D
<br />0 �e; NZ, zo /-
<br />'47'opleo&p 'P'rz ��feAI.0"/741e7l O d"Ir 4 "v STRUCT CK 4 APPROVED FOR IT[ GUDIMG PUW
<br />66 -7 N oqo _I;j SQUAD LDR 12L9 QUOTEIPURCHASE
<br />/1\ 4Tw ;?DAZ> 4 4vo MONITORING 5TAf'4g5 1p-15.61 171 1
<br />CHIEF ENGfDES Ems,, q_ IT APPROVED FOR FOR wz5Tr_R,,-� ruCLS JTAW, INC, LAYZ\N000, COLO.
<br />-A, LA400oA 96TAIiI.- 4�',PAA AZ44?)rIOA/ PROJENG ?�1�2 CONSTRUCTION SCALE JOB NO.jFB&DU DM NO. OWNERS DWG. NO. REV.
<br />"6%, L_T` APPROVED jut _=TV
<br />4JPR 4Q"&- I �//0oz del' 6 c 8 aw A�� t
<br />)'2100 .34/
<br />_0500
<br />ADD ;MF'av&im,'kF&IT JOT/ ZA/te ,+/ m,/7 APPROVED 500
<br />
|