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Survey 20459
© HELD N 1 /4 COR SECTION 17 BEARS NO2'06'03"W 2602.19' FROM STRATTON CENTER 1 /4 LA0 N � S00'45'13"E 1299.61'(M) o -C) S00'46'44"E 1299.28'[3] o t° W� SEE DETAIL "B" .1 I i WEST 40.00' [6] uu�l 3ww0010 o.Pl N Z N N 1 1 J DESCHUTES , \ I BEARS N87'26'00"W 0.59' FROM NW CORNER OF PARCEL 1 1 NOT HELD DUE TO DISCREPANCY 1 IN MONUMENT TYPE LOT 5 M S89'24'44"W 40.00' (C) HELD N89'29'27"E [1] I V ;_.�Q S89'24'44"W 2543.84' (M) / 1 i BASIS OF BEARING RECORD OF SURVEY LOCATED IN THE SW 1 /4 OF THE NE 1 /4 OF SECTION 17, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M. DESCHUTES COUNTY, OREGON 1 THE BASIS OF BEARING IS THE EAST LINE OF DESCHUTES RIVER ACRES AS SHOWN IN [4], BEIN-G S2'07'45"E AND THE LINE BETWEEN FOUND MONUMENTS © AND KQ �M �3w o co O M Lo O P � N N z PARCEL 2 2016-000100 i SEE DETAIL "A" EAST 40.00' [6] N89'24'44"E 40.00' (C) !_ 160.00' (C) 1 EAST 200.00' [6] \ N89'35'33"E 200.00' (C) L- J00 1 I , 1 u � LOT 4 IoM 1 i►MM 1 3w o `f' M :t r ^^ � z � PARCEL 1 � 2016-000100 � � N u� I 0 DESCHUTES LOT 3 3 3 ^ � w � RIVER ACRES M > BLOCK 3 �� 1 �� o � 0 N O N z zZ 1 0�� HELD LKJ"' w 3 1 (!� 1 � ir) o i -{ � M m LOT 2 Z � z 1 i 1 D BASIS OF BEARING HELD © N2'05'30"W 100.04' [2] S2'07'45"E 99.92' (M) 1 � I N � LOT 1 io in 00 6TH STREET 1 cj Q' ROW) N 89'36' 30"E 150.00' [ 21 4] N89'37 14 E 149.74' (M) N88'14'46"W 61.38' [3] N88'11'29"W 61.36' [4] N88'06'35"W 61.42' (M) S87'35'51 "W 68.82' (M) -� T_ 0 1 O N2'05'30"W 100.04' [2] S2'07'45"E 100.03' (P) 1 WEST 200.00' [6] - N89 35 33 E 200.00 (C) ,_- SW coR TO � o 0 TO Q � N2'07'45 W 14.86' [4] N2'20'50"W 14.95' (M) N 2'07' 45" W 315.14' [4] N2'07'07"W 314.99' (M) � N89'35'33"E 200.00' •� S89'35'49"W 200.00' 4 OHELD SEE NARRATIVE HELD DETAIL "A" I I I I 1 I 1 I. D I ® 1 i I 1 I I I BEARS N9'56'18"E BEARS S8'1'47"W 9.81' 9.84' FROM NE FROM NE CORNER OF CORNER OF PARCEL 1 PARCEL 1 DETAIL "B" I CN 1 /16 CORNER AT I I INTERSECTION OF LINE BljWEN I D P D ( LINE BETWEENRj . I R ( ELD I I 1 I I � I SOUTHEAST CORNER LOT 35 BLOCK 5 PER [61 HELD FOR NORTH LINE PARCEL 2, BEARS N89'24'44"E 29.06' FROM NORTHEAST CORNER OF PARCEL 2 BEARS N88'38'25"W 30.62' FROM NW CORNER OF PARCEL 2 CN 1/16 CORNER PER CS12222 BEARS S1'57'50"E 12.58' FROM SE CORNER OF PARCEL 1 BEARS S3'49'17"E 45.81' FROM SE CORNER OF PARCEL 1 - PUBLIC ROAD DEDICATION PER VOL 292 PG 261 NO2'07'45"W 330.00' [4] NO2'28'28"W 329.94' (M) o so' 160, 1 "=80' SURVEY AND DEED REFERENCES [1 ] CS O4855 BY JAMES R TYE FILED NOVEMBER 1, 1989 DESCHUTES COUNTY SURVEY RECORDS [2] CS 06683, DESCHUTES RIVER ACRES, BY LC STRATTON FILED JANUARY 26, 1962 DESCHUTES COUNTY SURVEY RECORDS [3] CS 12222 BY JEFFERY A KERN FILED JUNE 14, 1995 DESCHUTES COUNTY SURVEY RECORDS [4] CS 13555 BY JEFFERY A KERN FILED MARCH 9, 1999 DESCHUTES COUNTY SURVEY RECORDS [5] OREGON CORNER RESTORATION REPORT #601 BY ROMANSO E WARE FILED NOVEMBER 13, 1985 [6] DEED INSTRUMENT N0. 2016-000100, FILED JANUARY 4, 2016 DESCHUTES COUNTY OFFICAL RECORDS. [7] CS 06684, FIRST ADDITION DESCHUTES RIVER ACRES, BY L.C. STRATTON FILED MARCH 21, 1962 DESCHUTES COUNTY SURVEY RECORDS. SURVEY NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO RE-ESTABLISH THE PROPERTY CORNERS AND BOUNDARY OF PARCEL 1 AND PARCEL 2 AS DESCRIBED IN DEED INSTRUMENT 2016-000100, DESCHUTES COUNTY OFFICIAL RECORDS. I� CENTER 1 /4 CORNER OF SECTION 17 HAS TWO MONUMENTED POSITIONS. IT WAS ESTABLISHED BY STRATTON IN CS06683, PLAT OF DESCHUTES RIVER ACRES, IN 1962 AND THEN ESTABLISHED BY KERN IN CS12222 IN 1995. A SUBSEQUENT SURVEY CS13555 BY KERN IN 1999 UTILIZED THE STRATTON MONUMENT AS THE CENTER 1 /4 BECAUSE IT AGREES WITH THE LINES OF OCCUPATION. THE PRESENT SURVEY ALSO UTILIZES THE STRATTON MONUMENT AS THE CENTER 1 /4 BECAUSE DEED INSTRUMENT 201 fi-000100 DESCRIBES THE SUBJECT PROPERTY IN RELATION TO STRATTON'S PLAT OF DESCHUTES RIVER ACRES. PARCEL 1; THE NORTHERLY LINE OF PARCEL 1 WAS ESTABLISHED AS PARALLEL TO THE LINE BETWEEN FOUND MONUMENTS B AND 0. THE LINE BEGINS AT RECORD PLAT DISTANCE, 330.13 FEET, FROM K ALONG THE LINE BETWEEN L AND K . THE WESTERLY LINE OF PARCEL 1 WA ESTABLISHED AS THE LINE BETWEEN FOUND MONUMENTS ©AND K ,EXTENDED NORTHERLY AND SOUTHERLY. THE SOUTHEAST CORNER OF PARCEL 1 WAS ESTABLISHED AT RECORD DISTANCE PER [6] FROM THE NORTHEAST CORNER (530.19') AND THE SOUTHWEST CORNER (200.00'). PARCEL 2: THE NORTHERLY LINE WAS ESTABLISHED AS THE LINE BETWEEN FOUND MONUMENT NO AND FOUND MONUMENT ®, WHICH WAS DETERMINED TO BE THE SOUTHEAST CORNER OF LOT 3, BLOCK 5, FIRST ADD1Ti0N DESCHUTES RIVER ACRES [6]. THE WESTERLY LINE WAS ESTABLISHED AS THE LINE BETWEEN THE NORTHWEST CORNER OF PARCEL 1 AND THE INTERSECTION OF THE LINE BETWEEN FOU D MONUMENTS ©AND ©AND THE LINE BETWEEN FOUND MONUMENTS � AND ® . THE SOUTHERLY LINE OF PARCEL 2 IS COINCIDENT WITH THE NORTHERLY LINE OF PARCEL 1. THE NORTHERLY PROPERTY CORNERS OF PARCEL 2 FALL WITHIN SEASONAL WATERS ADJOINING THE LITTLE DESCHUTES RIVER. PARCEL 2 MONUMENTS WERE NOT SET. THERE IS A LARGE DISCREPANCY OF APPROXIMATELY 35 FEET BETWEEN MEASURED AND RECORD DISTANCES FOR THE NORTH -SOUTH LENGTH OF PARCEL 2. IT IS ASSUMED THAT THE DEED FOR PARCEL 2 MAY HAVE BEEN WRITTEN BASED ON A MEASUREMENT TO THE SOUTHEAST CORNER OF LOT 34 BLOCK 5 FIRST ADDITION DESCHUTES RIVER ACRES AS THIS WOULD RESULT IN A SIMILAR DISCREPANCY. FOUND MONUMENTS ©AND QH WERE NOT HELD FOR THIS SURVEY BECAUSE THEY DID NOT MATCH DISTANCE FROM FOUND MONUMENTS(E)OR Q PER [4]. PROJECT NO.: 17064 DATE: 2/9/2021 DRAWN BY: EJH E SC�El1TES COt��lTY SURVEYOR ED I i/ zozl gy; Don I MONUMENTS Of RECORD QA FOUND 3-1/4" BRASS CAP, C 1 /4 SEC 17, SET IN [3] ® FOUND 2" OD IRON PIPE, C 1 /4 SEC 17, PER [2] NOTE: IDENTIFIED AS 3" IRON PIPE IN [2] © FOUND 1 /2" IRON ROD, BENT, SET IN [2] Q FOUND 5/8" IRON ROD, ORIGIN UNKNOWN EQ FOUND 1 /2" IRON ROD, ORIGIN UNKNOWN FC FOUND 5/8" IRON ROD, ORIGIN UNKNOWN QG FOUND 5/8" IRON ROD, BENT, ORIGIN UNKNOWN. CONSIDERED AS POTENTIALLY SET IN [4], HOWEVER DOES NOT FIT BEARING OR DISTANCE FROM H . © FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED "KERN LS 1081 ", SET IN [4] �i FOUND 5/8" IRON ROD WITH RED PLASTIC CAP INSCRIBED "KARL PLS", ORIGIN UNKNOWN FOUND 5/8" IRON ROD, NO CAP, SET IN [4] KQ FOUND 1 /2" IRON ROD, SET IN [2] © FOUND 1 /2" IRON ROD, SET IN [2] ® FOUND 5/8" IRON ROD, ORIGIN UNKNOWN Q FOUND 2" BRASS CAP IN CONC, N 1 /16 BETWEEN SEC 16 AND SEC 17, FOUND IN [1] �0 FOUND 5/8" IRON ROD W/YELLOW PLASTIC CAP INSCRIBED "KERN LS 1081 ", FOUND IN [4] © FOUND 3" ALUMINUM CAP, N 1 /4 SEC 17, PER [5] ® FOUND 3" BRASS CAP, CN 1 /16 SEC 17, SET IN [3] ® FOUND 5/8" IRON ROD, SET IN [7] LEGEND • DENOTES MONUMENT FOUND, SEE MONUMENT LIST O SET 5/8" x 30" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON" ❑ CALCULATED POSITION. NOTHING FOUND OR SET. ® SURVEY MONUMENT INFORMATION [#] SURVEY RECORD INFORMATION (C) CALCULATED MEASUREMENT (P) PROPORTIONATE MEASUREMENT (M) OBSERVED MEASUREMENTBECON 549 SW MILL VIEW WAY SUITE 100 BEND, OREGON 97702 (541) 633-3140 CIVIL ENGINEERING www.beconeng.com $� LAND SURVEYING REGISTERED PROFESSIONAL LAND SURVEYOR OREGON DEC. 16, 2009 ERIK J. HUFFMAN 70814 RENEWS: DUNE 30, 2021 � 20459 I N � LOT 1 io in 00 6TH STREET 1 cj Q' ROW) N 89'36' 30"E 150.00' [ 21 4] N89'37 14 E 149.74' (M) N88'14'46"W 61.38' [3] N88'11'29"W 61.36' [4] N88'06'35"W 61.42' (M) S87'35'51 "W 68.82' (M) -� T_ 0 1 O N2'05'30"W 100.04' [2] S2'07'45"E 100.03' (P) 1 WEST 200.00' [6] - N89 35 33 E 200.00 (C) ,_- SW coR TO � o 0 TO Q � N2'07'45 W 14.86' [4] N2'20'50"W 14.95' (M) N 2'07' 45" W 315.14' [4] N2'07'07"W 314.99' (M) � N89'35'33"E 200.00' •� S89'35'49"W 200.00' 4 OHELD SEE NARRATIVE HELD DETAIL "A" I I I I 1 I 1 I. D I ® 1 i I 1 I I I BEARS N9'56'18"E BEARS S8'1'47"W 9.81' 9.84' FROM NE FROM NE CORNER OF CORNER OF PARCEL 1 PARCEL 1 DETAIL "B" I CN 1 /16 CORNER AT I I INTERSECTION OF LINE BljWEN I D P D ( LINE BETWEENRj . I R ( ELD I I 1 I I � I SOUTHEAST CORNER LOT 35 BLOCK 5 PER [61 HELD FOR NORTH LINE PARCEL 2, BEARS N89'24'44"E 29.06' FROM NORTHEAST CORNER OF PARCEL 2 BEARS N88'38'25"W 30.62' FROM NW CORNER OF PARCEL 2 CN 1/16 CORNER PER CS12222 BEARS S1'57'50"E 12.58' FROM SE CORNER OF PARCEL 1 BEARS S3'49'17"E 45.81' FROM SE CORNER OF PARCEL 1 - PUBLIC ROAD DEDICATION PER VOL 292 PG 261 NO2'07'45"W 330.00' [4] NO2'28'28"W 329.94' (M) o so' 160, 1 "=80' SURVEY AND DEED REFERENCES [1 ] CS O4855 BY JAMES R TYE FILED NOVEMBER 1, 1989 DESCHUTES COUNTY SURVEY RECORDS [2] CS 06683, DESCHUTES RIVER ACRES, BY LC STRATTON FILED JANUARY 26, 1962 DESCHUTES COUNTY SURVEY RECORDS [3] CS 12222 BY JEFFERY A KERN FILED JUNE 14, 1995 DESCHUTES COUNTY SURVEY RECORDS [4] CS 13555 BY JEFFERY A KERN FILED MARCH 9, 1999 DESCHUTES COUNTY SURVEY RECORDS [5] OREGON CORNER RESTORATION REPORT #601 BY ROMANSO E WARE FILED NOVEMBER 13, 1985 [6] DEED INSTRUMENT N0. 2016-000100, FILED JANUARY 4, 2016 DESCHUTES COUNTY OFFICAL RECORDS. [7] CS 06684, FIRST ADDITION DESCHUTES RIVER ACRES, BY L.C. STRATTON FILED MARCH 21, 1962 DESCHUTES COUNTY SURVEY RECORDS. SURVEY NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO RE-ESTABLISH THE PROPERTY CORNERS AND BOUNDARY OF PARCEL 1 AND PARCEL 2 AS DESCRIBED IN DEED INSTRUMENT 2016-000100, DESCHUTES COUNTY OFFICIAL RECORDS. I� CENTER 1 /4 CORNER OF SECTION 17 HAS TWO MONUMENTED POSITIONS. IT WAS ESTABLISHED BY STRATTON IN CS06683, PLAT OF DESCHUTES RIVER ACRES, IN 1962 AND THEN ESTABLISHED BY KERN IN CS12222 IN 1995. A SUBSEQUENT SURVEY CS13555 BY KERN IN 1999 UTILIZED THE STRATTON MONUMENT AS THE CENTER 1 /4 BECAUSE IT AGREES WITH THE LINES OF OCCUPATION. THE PRESENT SURVEY ALSO UTILIZES THE STRATTON MONUMENT AS THE CENTER 1 /4 BECAUSE DEED INSTRUMENT 201 fi-000100 DESCRIBES THE SUBJECT PROPERTY IN RELATION TO STRATTON'S PLAT OF DESCHUTES RIVER ACRES. PARCEL 1; THE NORTHERLY LINE OF PARCEL 1 WAS ESTABLISHED AS PARALLEL TO THE LINE BETWEEN FOUND MONUMENTS B AND 0. THE LINE BEGINS AT RECORD PLAT DISTANCE, 330.13 FEET, FROM K ALONG THE LINE BETWEEN L AND K . THE WESTERLY LINE OF PARCEL 1 WA ESTABLISHED AS THE LINE BETWEEN FOUND MONUMENTS ©AND K ,EXTENDED NORTHERLY AND SOUTHERLY. THE SOUTHEAST CORNER OF PARCEL 1 WAS ESTABLISHED AT RECORD DISTANCE PER [6] FROM THE NORTHEAST CORNER (530.19') AND THE SOUTHWEST CORNER (200.00'). PARCEL 2: THE NORTHERLY LINE WAS ESTABLISHED AS THE LINE BETWEEN FOUND MONUMENT NO AND FOUND MONUMENT ®, WHICH WAS DETERMINED TO BE THE SOUTHEAST CORNER OF LOT 3, BLOCK 5, FIRST ADD1Ti0N DESCHUTES RIVER ACRES [6]. THE WESTERLY LINE WAS ESTABLISHED AS THE LINE BETWEEN THE NORTHWEST CORNER OF PARCEL 1 AND THE INTERSECTION OF THE LINE BETWEEN FOU D MONUMENTS ©AND ©AND THE LINE BETWEEN FOUND MONUMENTS � AND ® . THE SOUTHERLY LINE OF PARCEL 2 IS COINCIDENT WITH THE NORTHERLY LINE OF PARCEL 1. THE NORTHERLY PROPERTY CORNERS OF PARCEL 2 FALL WITHIN SEASONAL WATERS ADJOINING THE LITTLE DESCHUTES RIVER. PARCEL 2 MONUMENTS WERE NOT SET. THERE IS A LARGE DISCREPANCY OF APPROXIMATELY 35 FEET BETWEEN MEASURED AND RECORD DISTANCES FOR THE NORTH -SOUTH LENGTH OF PARCEL 2. IT IS ASSUMED THAT THE DEED FOR PARCEL 2 MAY HAVE BEEN WRITTEN BASED ON A MEASUREMENT TO THE SOUTHEAST CORNER OF LOT 34 BLOCK 5 FIRST ADDITION DESCHUTES RIVER ACRES AS THIS WOULD RESULT IN A SIMILAR DISCREPANCY. FOUND MONUMENTS ©AND QH WERE NOT HELD FOR THIS SURVEY BECAUSE THEY DID NOT MATCH DISTANCE FROM FOUND MONUMENTS(E)OR Q PER [4]. PROJECT NO.: 17064 DATE: 2/9/2021 DRAWN BY: EJH E SC�El1TES COt��lTY SURVEYOR ED I i/ zozl gy; Don I MONUMENTS Of RECORD QA FOUND 3-1/4" BRASS CAP, C 1 /4 SEC 17, SET IN [3] ® FOUND 2" OD IRON PIPE, C 1 /4 SEC 17, PER [2] NOTE: IDENTIFIED AS 3" IRON PIPE IN [2] © FOUND 1 /2" IRON ROD, BENT, SET IN [2] Q FOUND 5/8" IRON ROD, ORIGIN UNKNOWN EQ FOUND 1 /2" IRON ROD, ORIGIN UNKNOWN FC FOUND 5/8" IRON ROD, ORIGIN UNKNOWN QG FOUND 5/8" IRON ROD, BENT, ORIGIN UNKNOWN. CONSIDERED AS POTENTIALLY SET IN [4], HOWEVER DOES NOT FIT BEARING OR DISTANCE FROM H . © FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED "KERN LS 1081 ", SET IN [4] �i FOUND 5/8" IRON ROD WITH RED PLASTIC CAP INSCRIBED "KARL PLS", ORIGIN UNKNOWN FOUND 5/8" IRON ROD, NO CAP, SET IN [4] KQ FOUND 1 /2" IRON ROD, SET IN [2] © FOUND 1 /2" IRON ROD, SET IN [2] ® FOUND 5/8" IRON ROD, ORIGIN UNKNOWN Q FOUND 2" BRASS CAP IN CONC, N 1 /16 BETWEEN SEC 16 AND SEC 17, FOUND IN [1] �0 FOUND 5/8" IRON ROD W/YELLOW PLASTIC CAP INSCRIBED "KERN LS 1081 ", FOUND IN [4] © FOUND 3" ALUMINUM CAP, N 1 /4 SEC 17, PER [5] ® FOUND 3" BRASS CAP, CN 1 /16 SEC 17, SET IN [3] ® FOUND 5/8" IRON ROD, SET IN [7] LEGEND • DENOTES MONUMENT FOUND, SEE MONUMENT LIST O SET 5/8" x 30" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON" ❑ CALCULATED POSITION. NOTHING FOUND OR SET. ® SURVEY MONUMENT INFORMATION [#] SURVEY RECORD INFORMATION (C) CALCULATED MEASUREMENT (P) PROPORTIONATE MEASUREMENT (M) OBSERVED MEASUREMENTBECON 549 SW MILL VIEW WAY SUITE 100 BEND, OREGON 97702 (541) 633-3140 CIVIL ENGINEERING www.beconeng.com $� LAND SURVEYING REGISTERED PROFESSIONAL LAND SURVEYOR OREGON DEC. 16, 2009 ERIK J. HUFFMAN 70814 RENEWS: DUNE 30, 2021 � 20459 © FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED "KERN LS 1081 ", SET IN [4] �i FOUND 5/8" IRON ROD WITH RED PLASTIC CAP INSCRIBED "KARL PLS", ORIGIN UNKNOWN FOUND 5/8" IRON ROD, NO CAP, SET IN [4] KQ FOUND 1 /2" IRON ROD, SET IN [2] © FOUND 1 /2" IRON ROD, SET IN [2] ® FOUND 5/8" IRON ROD, ORIGIN UNKNOWN Q FOUND 2" BRASS CAP IN CONC, N 1 /16 BETWEEN SEC 16 AND SEC 17, FOUND IN [1] �0 FOUND 5/8" IRON ROD W/YELLOW PLASTIC CAP INSCRIBED "KERN LS 1081 ", FOUND IN [4] © FOUND 3" ALUMINUM CAP, N 1 /4 SEC 17, PER [5] ® FOUND 3" BRASS CAP, CN 1 /16 SEC 17, SET IN [3] ® FOUND 5/8" IRON ROD, SET IN [7] LEGEND • DENOTES MONUMENT FOUND, SEE MONUMENT LIST O SET 5/8" x 30" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON" ❑ CALCULATED POSITION. NOTHING FOUND OR SET. ® SURVEY MONUMENT INFORMATION [#] SURVEY RECORD INFORMATION (C) CALCULATED MEASUREMENT (P) PROPORTIONATE MEASUREMENT (M) OBSERVED MEASUREMENTBECON 549 SW MILL VIEW WAY SUITE 100 BEND, OREGON 97702 (541) 633-3140 CIVIL ENGINEERING www.beconeng.com $� LAND SURVEYING REGISTERED PROFESSIONAL LAND SURVEYOR OREGON DEC. 16, 2009 ERIK J. HUFFMAN 70814 RENEWS: DUNE 30, 2021 � 20459 © FOUND 3" ALUMINUM CAP, N 1 /4 SEC 17, PER [5] ® FOUND 3" BRASS CAP, CN 1 /16 SEC 17, SET IN [3] ® FOUND 5/8" IRON ROD, SET IN [7] LEGEND • DENOTES MONUMENT FOUND, SEE MONUMENT LIST O SET 5/8" x 30" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON" ❑ CALCULATED POSITION. NOTHING FOUND OR SET. ® SURVEY MONUMENT INFORMATION [#] SURVEY RECORD INFORMATION (C) CALCULATED MEASUREMENT (P) PROPORTIONATE MEASUREMENT (M) OBSERVED MEASUREMENTBECON 549 SW MILL VIEW WAY SUITE 100 BEND, OREGON 97702 (541) 633-3140 CIVIL ENGINEERING www.beconeng.com $� LAND SURVEYING REGISTERED PROFESSIONAL LAND SURVEYOR OREGON DEC. 16, 2009 ERIK J. HUFFMAN 70814 RENEWS: DUNE 30, 2021 � 20459