2009-03-05_REVISION - M1985165

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

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NOTE: ACCORDING TO COLORADO LAW YOU MUST
COMMENCE ANY LEGAL ACTON BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU DISCOVER SUCH DEFECT. IN 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.
S6 S5
S7 S8
E
N 11 a0 ' Qq
AVERAGE THICKNESS OF
OVERBURDEN TO BE
REPLACED IS 1' TO 2'
AVERAGE THICKINESS
OF TOP SOIL TO BE
REPLACED 1" TO 3"
AREA TO BE SEEDED
WITH ANNUAL RYE,
SWEET CLOVER AND
CRESTED WHEAT GRASS
RECLAMA Tl0%l 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.
WINTER
BOOK 1048, PAGE 1555
BASIS OF BEARING
THE BEARING OF N 88'50'55" W ON THE SOUTH UNE OF
SECTION 6 (MONUMENTS DESCRIBED ON PLAT) WAS OBTAINED
FROM G.P.S. OBSERVATION USING N.G.S. CONTROL STATION
"TRINIDAD II" (A STAINLESS STEEL ROD SET FLUSH WITH THE
GROUND) AND PUBLISHED NA083(1992) DATA, ALL BEARINGS
ARE RELATIVE THEREOF.
N 88'50'55" W
5373.10
L E G E N D
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" x 24" REBAR AND PLASTIC
CAP MARKED P.L.S. 12180. n
N
\s'. - '- C
GRAPHIC SCALE
,00 o s0 too 1oa x00
( IN FEET )
1 inch = 100 St.
DESCRIPTION
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 LAS ANIMAS, STATE OF COLORADO, MORE PARTICULARY
DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT FROM WHICH THE SOUTHEAST CORNER OF
SECTION 6 BEARS S 20'10'08" E, 2632.05 FEET; THENCE S
81'57'15" W, 937.17 FEET TO A POINT; THENCE N 00'00'00" E,
458.94 FEET TO 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, 294.31 FEET TO A POINT; THENCE S
00'00'00" E, 340.00 FEET TO THE POINT OF BEGINNING,
CONTAINING 9.50 ACRES.
S6 V S5
S7 S8
SURVEYOR'S CERTIFICATE
THE UNDERSIGNED REGISTERED PROFESSIONAL LAND SURVEYOR
CERTIFIES THAT THE SURVEY REPRESENTED BY THIS PLAT WAS
SURVEYED UNDER HIS SUPERVISION AND DIRECTION AND IS
CORRECT TO THE BEST OF HIS KNOWLEDGE AND BELIEF.
GARY L. TERRY
P.L.S. 12160