2009-03-05_REVISION - M1985165 ‎(6)‎

• Permit No: M1985165
• IBM Index Class Name: REVISION
• Doc Date: 3/5/2009
• Doc Name: Reclamation Plan
• From: Harold Winter
• To: DRMS
• Type & Sequence: TR1
• Email Name: JLE
• Media Type: D
• Archive: No

EAST-WEST TYPICAL X-SECTION
EXISTING
GROUND A
4. 1
MINED AREA A'
285't
SLOPE TO DAYLIGHT-H•
I
14
ff i^^
uJ
l
0
EXISTING NORTH-SOUTH TYPICAL X-SECTION EXISTING
GROUND B B' GROUND
4:1 A:
MINED AREA ?? MINED AREA
RECL A MA TI ON PLAN
PART OF THE E1/2, SECTION 6,
TOWNSHIP 32 SOUTH,
RANGE 63 WEST OF THE 6th P.M.,
COUNTY OF LAS ANIMAS,
STATE OF COLORADO.
i1` 40 69.79'
rOVERBURDEN 199 8 S48„ 81.06, 23E
B 22Q.15'
A
O O? ?
DO
O n c

o
TOPSOIL PILE
S 90°00'00" W

NOTE: ACCORDING TO COLORADO LAW YOU MUST
COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS
' AFTER YOU DISCOVER SUCH DEFECT. 91 NO EVENT
MAY ANY ACTION BASED UPON ANY DEFECT IN
THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF THE CERTIFICATION
SHOWN HEREON.
NOTE: CLIENT REQUESTED THAT UTILITIES.
EASEMENTS. OR RIGHT OF WAYS NOT BE
RESEARCHED AND SHOWN.
NOTE: TERRY SURVEYING DID NOT DO A TITLE
SEARCH TO DETERMINE OWNERSHIP, RIGHT OF WAY.
OR EASEMENT OF RECORD.

NOTES:
AVERAGE THICKNESS OF
OVERBURDEN TO BE
REPLACED IS 1' TO 2'
AVERAGE THICKNESS OF
TOP SOIL TO BE
REPLACED 1" TO 3"
AREA TO BE SEEDED WITH
8 POUNDS OF PURE LIVE
SEED PER ACRE OF
BARTON WHEAT GRASS
AND 4.5 POUND OF LIVE
SEED PER ACRE OF
VAUGHN OR EL RENO
SIDEOATS GRAMA.
S6 S5
n
S7 S8

G

' ? Ems
!,
?
.

C?

0
-'?
GRAPHIC SCALE
n
® 4 m :m
I WIN
?
? ( IN FEET )
h . WO fl
1 i
nc
.
DESCRIPTION
Ln A TRACT OF LAND LOCATED IN PART OF THE E1/2 OF SECTION 6,
TOWNSHIP 32 SOUTH, RANGE 63 WEST OF THE 6TH P.M., COUNTY OF
A' O LAS ANIMAS, STATE OF COLORADO, MORE PARTICULARY DESCRIBED AS
O FOLLOWS;
BEGINNING AT A POINT FROM WHICH THE SOUTHEAST CORNER OF
9.50 ?o c-) SECTION 6 BEARS S 22'44'41" E. 2536.75 FEET; THENCE S 90'00'00"
W. 854.68 FEET TO A POINT; THENCE N 00'00'00" E. 458.94 FEET TO
ACRES v A POINT; THENCE N 71'40'40" E, 307.99 FEET TO A POINT; THENCE S
69'19'48" E. 368.53 FEET TO A POINT; THENCE N 81'06'23" E. 220.15
STAGING AREA V FEET TO A POINT; THENCE S 00'00'00" E. 459.71 FEET TO THE POINT
FOR CRUSHER FT OF BEGINNING, CONTAINING 9.50 ACRES.
AND STOCK PILES
B'
854.68'
SURVEYOR'S CERTIFICATE
WINTER THE U ?FCVIrERED PROFESSIONAL LAND SURVEYOR
CER ?{ 7FI[ QVF( RESENTED BY THIS PLAT WAS
??.(Tyl?jij1(I AND DIREG
ON AND IS
BOOK 1048, PAGE 1555 - Lp TQ •rH•E BES>: 0•P ?SDCE ANDT BELIEF.
Q,, L 7,6
BASS OF BEARING ??a % Q. / ?? •` `Q r///
THE BEARING OF N 8890'55' W ON THE SOUTH LINE OF • ?. J Z j
SECTION 5 (MONUMENTS DESCRIBED ON PLAT) WAS OBTAINED / oq
//(
FROM G.P.S. OBSERVATION USING N.G.S. CONTROL STATION C0
'TRINIDAD II' (A STAINLESS STEEL ROD SET FLUSH NTH THE 6
?\ f
GROUND) AND PUBLISHED NAD83(1992) DATA. ALL BEARINGS
ARE RELATIVE THEREOF. ? Q, ? .(T ? _ .?/?'? • ? i
L E G E N D
V LOCATED MARKED STONE. SET 3/4'
REBAR AND ALUMINUM CAP MARKED
P.L.S. 12160 ALONG SIDE.
® LOCATED U.S.G.L.O. BRASS CAP
O SET 1/2' • 24' REBAR AND PLASTIC
CAP MARKED P.L.S. 12160. ^
5373.10' TERRY SURVEYING INC.
N 88'50'55" W \
56 SS
?-
57 SS
as ew m, nennla caaa,oo eHaer
SF? WINTER GRAVEL PIT
w<. ur, .. seFrcW ea ,ol,.e,.. m sovAA A+.cr m AYn, us .e.MT axrn, cuauoP
REVISED: 02/27/09
LWASW Sr GT-H DA I£' 12119108
G. TERRY DRANWG No.: 1473-08
5249-08 swer 1 of 1