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Home My WebLink About1.0 Application•` BEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO PETITION FOR EXEMPTION Sl Pursuant to C.R.S. (1973) Section 30-28-101 (10) (a) - (d) as amended, and the Subdivision Regulations of Garfield County, Colo ado, adopted Janua 2, 1979 Section 2.02.01 (d) and 3.02.01 the undersigne respectfully petitioners the Board of County Commissioners of Garfield Courjty, Colorado, to exempt by resolu- tion the division of.4-45-e- acre tract of land into !O7. approximately - acres each, more or less, from the difinitions of "subdivision" and "subdivided land" as the terms are used and defined in C.R.S. (1973) Section 30-28-101 (a) - (d) and the Garfield County Subdivision Regulations, for the reasons stated below: e/ / e, //OM e� �� oc 07\1,11.e. S ,64\i CC/ -1 2 tracts of In support of this petition, the petitioner also submits the following: (a) Map drawn to scale showing proposed lot subdivision and access (b) Copy of deed (c) Vicinity Map (d) State on source of domestic water Sp�t.tn wtI+% 6t51:60,4 (e) Statement on method of sewage disposal%. � d�UK,uat, ttc (f) 100 year floodplain information where d ncj )eleh live stream crosses or adjoins said tract (g) Fee in the amount of $ (h) Evidence of the soil types Submitted at Glenwood Springs, Colorado, this day of �� , 19& �- rte/ �✓�' Petitioner 6awe_nilin 14J 4/ ress ress .St � ,303-9Y6----7 / Telephone Number IN THE DISTRICT COURT IN :.ND FOR WATER DIVISION NO. 5 STATE OFF C OLO ADO APPLICATION NO. W_ 1293 IN Ti -IE MATTER OF THE APPLICATION FOR WATER RIGHTS OF J. GOLDEN ;AIR IN COLON ADO RIVER OR ITS TRIBUTARIES. TRIBUTARY INVOLVED IN GARFIELD COUNTY And the Referee having made the by Article 21 of Chapter 143, C.R.S. hereby make the following ruling, to r r., _ wlg." RULING OF THE REFEREE ABSOLUTE WATER RIGHT investigations required 1963, as amended does wit: This application was referred to the Water Referee of Water Division No. 5 on the 12 th day of July 1972 1. Name of Applicant J. Golden Bair Address Glenwood Springs, Colorado 2. The name of the structure is The Bair Spring. 3. The legal. description of .tre:Structure. is: The spring is • located in Tract 40, Section 15, T. 5 S., R. 87 W. of the 6th P.M. at a point whence Angle Point No. 7 of said Tract 40 bears: N. 21°57' E. 788 feet. 4.. Means of diversion: The water is piped to the place of use. 5. The date of initiation of appropriation is June 1930. 6. The amount of water claimed is 0.067 cubic foot per second of time. 7. The use of the water is domestic, stock water, fire protection and lawn and garden irrigation. 8. The Priority date is June 30, 1930. 9. The date of the application was June 30, 1972. It is the ruling of the Referee that the statements in the application are true and that the above described water right is approved and granted the indicated priority; subject, however, to all earlier priorities of others. It is accordingly ordered that this ruling shall became effective upon filing with the Water Clerk, subject to Judicial review as provided by law. Done at the City of Glenwood Springs, Colorado, this day of r-=r—r3/vl47 , Water Division No 5 State of Colorado GARFIELD COUNTY PLANNING DEPARTMENT GLENWOOD SPRINGS, COLORADO B1601 2014 BLAKE AVENUE PHONE 945-8212 March 4, 1981 George Van Slyke DIVISION OF WATER RESOURCES 1313 Sherman St. Room 818 Denver, CO 80203 Re: J. Golden Bair Dear Mr. Van Slyke: Enclosed is an exemption request. As you can see, the land owner proposes to use a spring and water tank as a source of domestic water. However, I would like to know if individual well permits can be issued in this area, in the event that an adjudication or decree of the spring has not been affected. The exemption has been scheduled with the County Commissioners on March 30, 1981. This office would like your comments by that date. Thank you for your attention to this matter. Sincerely, PLANNING DEPARTMENT Terry L. Bowman ASSISTANT PLANNER TLB/rg GARFIELD COUNTY PLANNING DEPARTMENT GLENWOOD SPRINGS, COL❑RAD❑ 81601 2014 BLAKE AVENUE PHONE 945-8212 April 29, 1981 J. Golden Bair 66586 U.S. Hwy. 6 & 24 Glenwood Springs, CO 81601 Dear Mr. Bair: On April 20, 1981, the County Commissioners passed a resolution requiring a $200 per lot assessment for schools for all new lots created through the Senate Bill 35 Subdivision Exemption process. This is applicable to all new parcels created by exemption. The requirement is applicable to all pending exemptions, as well as all exemption requests initiated after the April 20, 1981 date. You will therefore be required to submit $200 for every new lot that was authorized by your currently pending exemption. If you have any questions, please contact me at this office. Sincerely, Terry L. Bowman Assistant Planner TLB:vg RICHARD D. LAMM Governor DIVISION OF WATER RESOURCES Department of Natural Resources 1313 Sherman Street - Room 818 Denver, Colorado 80203 Administration (303) 839-3581 Ground Water (303) 839-3587 March 20, 19 81 Ms. Terry L• Bowman Garfield County Planning Dept. 2014 Blake Avenue Glenwood Springs, CO 81601 Re: J. Golden Bair Exemption Dear Ms. Bowman: We have reviewed the material submitted for the above referenced exemption application. Although the springs would obtain water which is tributary to the Colorado River, a new well permit could not be issued on the 2 acres of land which is less than 35 acres, due to the winter call at the Shoshone Power Plant. Should the proposed lot be enlarged to 35 acres, a well permit could be issued. Should you have any additional questions, please feel free to call us. HDS/GDV:pkr cc: Lee Enewold, Div. Eng. Ralph Stallman Land Use Commission Rich Bell Very truly yours, qz,zi Hal D. Simpson, P.E. Assistant State Engineer J. A. DANIELSON State Engineer 1191 r, 14 26 GMRFIELD CO. VLAAi.il Aft 37,0 Hap Unit No. Ww , 14Hfr SOIL CHARACTERISTICS Depth to Bedrock Texture Surface Subsoil Substratum Part A : moderately doop over :;tarxe, cobble Unified/AASHO Classification: Permeability (below 2 feet) : Percent Coarse Fragments (gravel, cobble, stone) Soil Reaction (pH) Shrink -Swell Potential Potential Frost Action (surface) Flood Hazard Hydrologic Group Corrosivity - Steel - Concrete DEGREE Si KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields Sewage Lagoons :atony loam stony clay loam stony sandy clay loam ML, CL, GM; A-4, A-6, A-2 moderate 5 to 4(.“ it surface; 4{) to 7b' below 36 ,,.c` es 6.6 - 7.8 moderate moderate none B high law S - larger :,toueas S largo :;t.>ne s, seepage, steep slopes Sanitary Landfill - Trench : S large ,,tones, seepage - Area : S 3000M€;9 Shallow Excavations Dwellings w/basements w/o basements Local Roads and Streets SUITABILITY AS A SOURCE OF.... Daily Cover for. Landfill Topsoil Sand Gravel Roadfill OTHER SOIL FEATURES ** Large stones and boulder8 occur the soil profile, : S - large stones . S - large : S - large stones, steen slopes above 15% st)nes, steep slopes above 15% S - large stones, steep slopes above 15% : Poor - large stoney Poor - largo i;t,irno,>s, thin layer finso i t,o;i Unsuited : Poor - large stories on the surface o1' this soil, end in "ADVANCE COPY SUBJECT TO CHANCE" NOT TO BE USED IN PLACE OF ON-SITE 1 NVrST1 CAT1 t?N . Map Unit No, ) . 1,Uc , Fart !t SOIL CHARACTERISTICS Depth to Bedrock : deep Texture Surface : fine sandy loam, loam ** Subsoil : sandy clay loam, clay loam Substratum : clay Unified/AASHO Classification: MI., .;C, Cl., CH; A-4, A- ;, A-7 Permeability (below 2 feet) : slow Percent Coarse Fragments (gravel, cobble, stone) : 0 to 5 percent ** Soil Reaction (pI1) : 6.6 - 7.8 Shrink -Swell Potential : high Potential Frost Action (surface) : moderato Flood Hazard : none Hydrologic Croup : C Corrosivity - Steel : high - Concrete : low DEGREE & KIND OF LIMITATIONS (0 is Slight, M is Moderate, S is Severe) Septic Tank Absorption Fields : - slow per-moabi1.it,y; steep slopes above 15. Sewage Lagoons - steep slopes Sanitary Landfill - Trench : 6 - too clayey - Area : 0 on slopes to 81; M on 8 - 15% slopes; S on slopes above Shallow Excavations . a - too cl.rayoy Dwellings w/basements : a - high shrink -swell, low strength w/o basements : S - high shrink -swell, low strength steep s! inks above 15% Local Roads and Streets :1 - high shrink -swell, low strength SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill : Poor - too cl rayoy Topsoil : Poor •- t„ , +r, th gayer Sand Cravel : 11t1r: a t,,,d Roadfill : poor - low :;t.ront%th, high shrink -dwell. OTHER SOIL FEATURES **Large stones and boulders occur in scattered locations on the soil surface. "ADVANCE COPY SUAJECT TO CHANGE" NOT TO RF. USED IN PLACE OF ON-STTti INVESTIGATION. • • Fughes series 10/Ho 1,t1.►l,'I I' The Fughes series consists of deep, well drained soils on foot slopes and mountainsides. These soils formed in colluvium. Slope is 6 to 25 percent. Average annual precipitation is 16 to 17 inches, and average annual air temperature is 44 to 46 degrees F. These soils are fine, rnontmorillonitic Pachic Argiborolls. Typical pedon of a Fughes stony loam is located in an area of Fughes-Ironco complex, 6 to 12 percent slopes, about 2,300 feet south and 1,600 feet east of the northwest corner of sec. 22, , T. 4 S., R. 83 W. A1-0 to 10 inches; very dark grayish brown (10YR 3/2) stony loam, very dark brown (10YR 2/2) weak medium granular structure; slightly hard, very friable, slightly sticky and slightly plastic; 0.1 percent stones, 3 percent cobbles, and 5 percent gravel; neutral; clear smooth boundary. 81-10 to 16 inches; very dark grayish brown (10YR 3/2) clay loam, very dark brown (10YR 2/2) moist; strong medium subangular blocky; hard, very friable, slightly sticky and slightly plastic; few stones and cobbles... and 5 percent gravel; neutral; clear smooth boundary. B21t--16 to 36 inches; reddish brown (5YR 5/4) clay loam, reddish brown (5YR 4/4) moist; strong medium prismatic structure parting to strong medium angular blocky; very hard, firm, very sticky and very plastic; few fine, faint1light reddish brown mottles; few stones and cobbles and 5 percent gravel; neutral; clear smooth boundary. • • B22t--36 to 46 inches; reddish brown (5YR 5/3) clay, reddish brown (5Y1 4/4) moist; moderate medium angular blocky structure; very hard, firm, very sticky and plastic; few, fine faint light reddish brown mottles; few stones and cobbles; neutral; clear smooth boundary. B3--46 to 60 inches; reddish brown (5YR 5/3) clay loam, reddish brown (5YR 4/3) moist; )strong medium subangular blocky structure; very hard, firm, i sticky and pias ic; few fine, faint, light reddish brown mottles; neutral. The mollis pipedon is 16 to 40 inches thick. 'lhe control section is 5 to 15 percent/ k fragments. Hue is 5YR to 7.5YR. Reaction is neutral or mildly alkalire. • • SQL& F ¥oed.l�oi For komQ, Si�l. P posed Loo _am, • fy�.. �+41. 1 4 ,. mountain engineering & land Purveying co. p.o. box 14 gypsum, colorado 81637 524-9414 945-8356 406 S. Hyland Square, Suite A-1 Glenwood Springs, Colorado 81601 945-2045 LEGAL DESCRIPTION Craig Bair Parcel A parcel of land located in Tract 40, Section 15, Township 5 South, Range 87 West of the Sixth Principal Meridian according to the Independent Resurvey of said township and range as accepted by the U.S. Surveyor Gen- eral's office in Denver, Colorado, on January 26, 1923. Said parcel being more particularly described as follows: Beginning at a point from which Corner No. 7 of said Tract 40 bears North 09°06'54" East, 618.94 feet; thence South 42°05'25" West, 129.82 feet; thence South 05°42'17" West, 57.85 feet to the center of a concrete box marking the point of diversion of a spring; thence South 61°05'51" West, 345.69 feet to a point on an exist- ing fence; thence following said fence on the following courses and distances: 1) 2) 3) 4) 5) 6) 7) 8) North North North North North North South South 21°52'18" 21°51'29" 46°58'18" 10°34'04" 10°55'02" 22°02'25" 77°17'38" 60°07'18" East, West, East, East, West, East, East, East, 255.16 feet 54.34 feet 26.10 feet 52.24 feet 36.91 feet 113.55 feet 36.78 feet 21.82 feet thence leaving said fence North 77°25'23" East, 45.14 feet; thence South 43°10'57" East, 230.07 feet to the point of beginning. Said parcel of land contains 2.1331 acres, more or less. „aaddikl_ 12.44./ ame Burk R.L.S. #11204 1 mountain engineering & land Purveying co. p.o. box 14 gypsum, colorado 81637 524-9414 945-8356 406 S. Hyland Square, Suite A-1 Glenwood Springs, Colorado 81601 945-2045 LEGAL DESCRIPTION Craig Bair Access Easement A parcel of land to be used as an access easement being 30 feet wide, 15 feet on each side of the following described centerline: Beginning at a point on the Northerly line of the Craig Bair Parcel from which Corner No. 7 of Tract 40 bears North 36°02'36" East, 546.22 feet; thence North 33°28'29" East, 47.30 feet; thence 63.09 feet on a curve to the left having a radius of 186.34 feet, the chord of which bears North 20°47'05" East, 62.79 feet; thence North 14°04'35" East, 124.50 feet; thence South 87°38' 48" West, 229.40 feet; thence South 85°24'20" West, 104.87 feet; thence 120.49 feet on the arc of a curve to the right having a radius of 111.99 feet, the chord of which bears South 52°45'31" West, 114.76 feet; thence South 23°45'45" West, 50.79 feet; thence 93.20 feet on the arc of a curve to the right having a radius of 122.00 feet, the chord of which bears South 45°38'48" West, 90.95 feet; thence South 67°31'51" West, 50.00 feet; thence 101.01 feet on the arc of a curve to the left having a radius of 272.10 feet, the chord of which bears South 55°54'59" West, 100.43 feet; thence South 46°15'41" West, 78.72 feet; thence South 62°27'39" West, 177.31 feet; thence South 74°52'59" West, 115.00 feet; thence 82.70 feet on the arc of a curve to the right having a radius of 69.69 feet, the chord of which bears North 71°07'18" West, 77.93 feet; thence North 37°07'38" West, 278.85 feet; thence North 39°00'09" West, 100.50 feet; thence North 26°27'15" West, 551.85 feet to the intersection with the Southerly right-of-way boundary of U.S. Highway 6, the point of terminus. f2 ame'Burk R.L.S. #11204 7/8/81 Date GARFIELD COUNTY PLANNING DEPARTMENT GLENWOOD SPRINGS, COLORADO 81601 2014 BLAKE AVENUE July 14, 1981 J. Golden Bair 66586 Highway 6 & 24 Glenwood Springs, CO 81601 Dear Mr. Bair: PHONE 945-8212 Thank you for bringing in the legal description for the new two acre parcel for your son. However, to complete your resolution, we will need the following information: 1. The Document number (Reception Number) on the deed for the 1084 acres. (If there are several deeds on the 1000+ acre parcel, then we need the Reception Number on each of those deeds). 2. $200.00 school assessment fee for the new lot. Upon receipt of items 461 and 462, the final Resolution approving the exemption will be signed by the County Board, and a copy will be sent to you. We also have the mylar for your exemption map in our office. You may pick this up at any time. If you have any questions, please contact me at this office. Sincerely, PLANNING DEPARTMENT Terry L. Bowman Assistant Planner TLB / ld BARGAIN AND SALE DEED J. GOLDEN BAIR a/k/a JAMES GOLDEN BAIR a/k/a GOLDEN BAIR, of the County of Garfield and State of Colorado, grantor, for TEN DOLLARS AND OTHER GOOD AND VALUABLE CON- SIDERATION, in hand paid, hereby sells and conveys to JAMES CRAIG .BAIR and DORIS P. BAIR, whose address is 66418 U.S. Highway 6 & 24, Glenwood Springs, Colorado 81601, of the County of Garfield and State of Colorado, grantees, in joint tenancy and not in tenancy in common, the following described real property situate in the County of Garfield and State of Colorado, to wit: See Exhibit "A", a copy of which is attached hereto and incorporated herein by this reference TO HAVE AND TO HOLD the same, together with all appurte- nances and privileges thereto belonging or in anywise thereto appertaining. Signed this ; rt;; day of July, A.D. 1981. J. Golden Bair a/k/a James Golden Bair a/k/a Golden Bair STATE OF COLORADO ) ss.: COUNTY OF GARFIELD ) he foregoing instrument was acknowledged before me this day of July, A.D. 1981, by J. GOLDEN BAIR a/k/a JAMES GOLDE_ BAIR a/k/a GOLDEN BAIR. Witness my hand and official seal. My commission expires: 2L/ /W -y EXHIBIT "A" A parcel of land located in Tract 40, Section 15, Township 5 South, Range 87 West of the Sixth Principal Meridian according to the Independent Resurvey of said township and range as accepted by the U.S. Surveyor Gen- eral's office in Denver, Colorado, on January 26, 1923. Said parcel being more particularly described as follows: Beginning at a point from which Corner No. 7 of said Tract 40 bears North 09°06'54" East, 618.94 feet; thence South 42°05'25" West, 129.82 feet; thence, South 05°42'17" West, 57.85 feet to the center of a concrete box marking the point of diversion of a spring; thence South 61°05'51" West, 345.69 feet to a point on an exist- ing fence; thence following said fence on the following courses and distances: 1) 2) 3) 4) 5) 6) 7) 8) North North North North North North South South 21°52'18" 21°51'29" 46°58'18" 10°34'04" 10°55'02" 22°02'25" 77°17'38" 60°07'18" East, West, East, East, West, East, East, East, 255.16 feet 54.34 feet 26.10 feet 52.24 feet 36.91 feet 113.55 feet 36.78 feet 21.82 feet thence leaving said fence North 77°25'23" East, 45.14 feet; thence South 43°10'57" East, 230.07 feet to the point of beginning. Said parcel of land contains 2.1331 acres, more or less. TOGETHER WITH an easement and right of way for access and roadway purposes 30 feet in width, lying and being 15 feet on either side of the following described centerline, to wit: Beginning at a point on the Northerly line of the Craig Bair Parcel from which Corner No. 7 of Tract 40 bears North 36°02'36" East, 546.22 feet; thence North 33°28'29" East, 47.30 feet; thence 63.09 feet on a curve to the left having a radius of 186.34 feet, the chord of which bears North 20°47'05" East, 62.79 feet; thence North 14°04'35" East, 124.50 feet; thence South 87°38' 48" West, 229.40 feet; thence South 85°24'20" West, 104.87 feet; thence 120.49 feet on the arc of a curve to the right having a radius of 111.99 feet, the chord of which bears South 52°45'31" West, 114.76 feet; thence South 23°45'45" West, 50.79 feet; thence 93.20 feet on the arc of a curve to the right having a radius of 122.00 feet, the chord of which bears South 45°38'48" West, 90.95 feet; thence South 67°31'51" West, 50.00 feet; thence 101.01 feet on the arc of a curve to the left having a radius of 272.10 feet, the chord of which bears South 55°54'59" West, 100.43 feet; thence South 46°15'41" West, 78.72 feet; thence South 62°27'39" West, 177.31 feet; thence South 74°52'.9" West, 115.00 feet; thence 82.70 feet on the arc of a curve to the right having a radius of 69.69 feet, the chord of which bears North 71°07'18" West, 77.93 feet; thence North 37°07'38" West, 278.85 feet; thence North 39°00'09" West, 100.50 feet; thence North 26°27'15" West, 551.85 feet to the intersection with the Southerly right-of-way boundary of U.S. Highway 6, the point of terminus. AND TOGETHER WITH 0.02 c.f.s. (9.18 water, fire protection and lawn and the Bair Spring, which spring has a more particularly described in that Court in and for Water Division No. Application No. W-1293. gal/min) of water for domestic, stock garden irrigation purposes, out of priority date of June, 1930, and is certain Decree entered by the District 5, State of Colorado, under Water GOLUBA & GOLUBA ATTORNEYS AT LAW P.O. BOX 931 TAMARACK 1001 GRAND AVENUE (303) 945-9141 GLENWOOD SPRINGS, COLORADO 81601 NICHOLAS W. GOLUBA, JR. DAVID A. GOLUBA July 23, 1981 Terry Bowman GARFIELD COUNTY PLANNING DEPARMENT 2014 Blake Avenue Glenwood Springs, CO 81601 Re: Craig Bair Exemption Dear Terry: Enclosed is a copy of the deed dated June 22, 1946 whereby J. Golden Bair acquired the property which includes the parcel subject to the exemption application filed by his son, Craig Bair. The deed was recorded in Book 217 at Page 509 as Reception No. 157735 of the Garfield County, Colorado records. If anything further is needed, please advise. Very truly yours, NICHOLAS W. GOLUBA, JR. NWG/bg encl. cc: Craig Bair w/encl. ark' r 57 JUL241981 I, • 1 IItI ,II I i 51 1 1 s aftl. • iS773S Iww trt.a—a..0 tsat. wetta.rr w[U1—P. wee retinae W at.amer, 4. Cessna% aee.u► (ado ISM 11 dips 11 D tl.,. 2 Q-') 'II:I: %t tet. N Catnip of V"d day of 0" .tab ...a +GQi.,J . . . tis year et au Lewd all[ tba.usd nine •war. and Stat. of Cdarado, of the first part.. and. • •,.•• .• i 'tete of t.dori.h, of the second part: 1 + �/ ' u/ �s.tl� fae;wbara, N4tscw1\ �: a ..rat part of the first part, fer and in consideration of the num of. aka lid ANS fagedatrYy .gym&U 4 ,' ....t part n hand pad by the sad part of the second part, the receipt wberaof a hereby east and adaoAlpd<Cd, ,nn lip these prevents d.ta. [rant, 1 gain, scil, ronery and confirm onto the Yid part {m et the .woad tot . �� granted. he.r. Snot a,.,gn. forever, all the following described lot , ler turret of land, sitsata, Iyina and HIM to lbs Casty of Garfield Sled state of t. t•11a 3, L a.e.4 7, (..1'!,Si1/ei 44ed SE V± Swr/r �..e:I /s: f4.�lte. U.K. A,a4 Sir.S/tadi► 3.,&40 2f : 'hk),A,1y""'ti. 6r4.t.•••e.r aY 6r. 51., 87 w.;G4l.P.�Yr�.aent...,.a.da,2 St/dt�tw,aMwt...sI►d.i,. ..or.....,... a—.d all datcL..,, piu.e J Lso, ` t^e� w..A a6t"dadoo £wad /N l...tou /bt dsr.,a,a .ad„ ttr►r[in ...•it -4 lad .t......we'd.+,a..r ~ .t. «,r e.ri.,..:x.ri,! terata. td. e.,ad-.-s_i", ia..t ` s . ( 3V1:ii-V i I lee... / se il, ►mN%►4 alp. ..a. aa.alw �.f t9at�0af r 1 7 Ld•'""• t tike .i �d.Aervia4 dlacdA.. dirisCau Qa.a reel%!. that •;141 .y+�,., t/ii,a. ti :3:�. /b anna:ry I :�ttf, di.�' s..t22Ar /�..' tit. e4 d1.:�'3a.! Astoir aa. dt away A a 1 Teasel.. with all and singular the hennlit,menta and appurtenanre, thereunto belonging or In anywise appertaining, and the merles amid Isv.nelona, ret; andtr and remainders, rent., tr.Yr, wad pn.Gts thrrn,h, and all the rotate, right, title, Int. real, rialto and demand whatsoever of the maid Mr ..sf time lrat or equity, of, in and t.. the Ilion.. harrain.l premie[., with :'_w hrrnbappurtenances; tarnenta and a / pall. Saw: in law Te Have Sad T. Ndd thi sad pnmis.41 ahoor bargained and described, with the neourtenanree, unto the Said part ht. ti of the second pert, And the Sad heirs and assigns forever. A __Mft ....ad an pct of ,...4: p.n. f.. vintitlt, h+'e hrin, executors Sed administrators, docs* emenent, grant, barge* alts .n part. f sass tie Yd *tit lbs wad !L_ a Min and .rims. that at the taw of the en..•sling and delivery ..f these present., 44. n __ _.. _ . well selard rat the premiere above eoa..yad u d Indrfea,4We estate of inhrntam.•, in lar, in f...im L, and ha good, sue, week ssaslsta sed and form surreal,. ami tin the sante .n fee.. and rlr,.r from .11 former and hall poser anal lawful authority to ., 4, barilla, tell and arm tin .s. in b. teef , kiwi or oats, ,.... r [rants, 6arrulns, melee, Ilene, taxers. aseeaaeosa Sad {---e_--___ j f It yaA•_.94s _.a0 4 ,,..rattled. and IM shore immune' pn•ruue., in the quirt and p .mall[ pweeesion of the said port 1of the .aroma part, b heirs and [Sara., V :yam.( all ..d r` , r, I.r..m ..r re/TOM. ne100 fully CIA/all/II[ or l.. taint the w ltale or t\I, I�tlll VII: 1.1 II le Main.. %hereof, 111 said part .( lir Arid prt haA herruntn .. t .l S.g.... sealed and Niter rat .n presence of •1 tl1'. ,41 t..14,11%1os 4 onto, or any part thereof, the said part leaf t . firs part shall Sod will WARRANT hand and Baal ..the dray and year first above written. (13 u. o►a r a . fauns /borni in end for the oel roomy, 10 th. Woo, 0..,1 t., 1 i .mn....l 1...'I. •.pi. sem •1. •• 4 .1 ..,e1 ,I, 1.4. 1..1 O,. ...1