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HomeMy WebLinkAbout020-1094-70-200 E.1'V W REC � OCI Wisconsin Department t a,�COUNTY SOIL EVhUAT�49Al REPORT Page � of 3 Division of Safety aa �j 1�ITY DEVELOPMENT in accordance with Comm 85,Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. "> I percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Reviewed Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location " Govt.Lot IV 1/4 1/4 S 3 3 T 2 N R E r W Property Ovmes Maili ddress / /1 v r S r 7—t-1,h4l Lot# Block# Subd.Name or CSM# city State Zip Code Phone Number O City O V age [ own Nearest Roa N P1-J Z ON 16 0 ( ) New Construction Use:O Residential/Number of bedrooms Code derived design flow rate % ( GPD O Replacement Public or commercial-Describe: T n D Parent material y Flood Plain elevation if applicable General comments p' and recommendations: V C i1 �� ✓ 1 f�C c �.l " System Type ( e�/ a'1�_I,. r�� System Elevation F-1 Boring# E] Boring 10 Pit Ground surface elev. ! s�A. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Boring# E] Boring % pit Ground surface elev. '� ft. Depth to limiting factor�_in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2 r D _r s� > •Effluent#1 =BOD.>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD,<30 mg/L and TSS<30 rig& CST Name(Please Print) Si CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 �'��-- 715-246-4516 • Property Owner_ Parcel ID# Page of Boring# LSI ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 1 f© 01-V z VIP - 'Z 1 -5 /f ,° S �? i l , F-1 Boring# E] Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 F-1 Boring# a Boring 11 pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon 7epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/lf in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BODS<30 mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SOD-8330(8.6/00) ` Soil Test Plot Plan Project Name Ed Hendricks Sha ird Address 1289 89th St. New Richmond Wi 54017 M #226900 Lot 10 Subdivision --------- Date 10/3/14 NE 1/4 NE 1/4S 33 T 29 N/1419 W Township Hudson Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe System Elevation TBD *HRpSameasBenchmark Scale is 1" = 40' _ —- z�i unless otherwise W' Property Line noted 94.5' 95.5' B-1 Area of poor soils and steep slopes 3% Slope 5' B-3 80' 0' 2% Slope - . depression Please note: soils in this CSM are very inconsistent. 35' B-1 Caution needs to be used to preserve tested area. 30' Expanding tested area will require further testing. B.M.* Area of poor soils 20' 200' 603' Property Line Cty Rd N «Sa-i t� Ob l ppM�� iRTIFIED SURVEY MAP LOCAT D IN PART OF THE NEIA OF THE NEIA AND SEIA OF THE NE1/4 OF SECTION 33,T29N,R19W,TOWN OF HUDSON,ST.CROIX COUNTY,WISCONSIN, BEING LOT 6 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 26,PAGE 6030 AT ST.CROIX COUNTY REGISTER OF DEEDS OFFICE. Curve Table Curve# Length Radius Chord Direction Length Tangent(In) Tangent(Out) Central Angle C1 65.97' 160.00' N69°05'05.5"E 65.51' N57°16'21"E N80°53'50"E 23°37'29" N69'0524.5'E N57-16'40"E (N80'54'09-E) C2 147.70' 160.00' 872°39'28.5"E 142.51' N80°53'50"E S46°12'4T'E 52°5323" (S72-39 .5-E) N80°5409 E (S46'12'28'E) C3 211.83' 280.00' S67°63'1 1.5"E 206.82' S46°12'47"E S89°33'36"E 43°20'49" _ (S67'82'82.5"E) S46°12'28"E ($89'33'17"E) NORTH LINE OF THE NE 114 OF THE NE 1/4 NE CORNER °w SEC. 33 z W Z (FND SURVEY �� �a FsTyTF w o MARK NAIL) j v_U:2 9 I I �gMpJq`\ �m tr X F \ \ tjj n nor f/1F4(n z I /vii `\\ I \ \ \• \ W �W W � W�000 w I I + I \\ SCALE IN FEET U. ~ \ \ / \\ \ 0 100 200 U.n I t..i' o \ \ w a S 79'17'12 z J-i 302 ..E ( f '�,. = Z .6 '✓ 1 1 w LU w Z LOT 7 r6 rn A W 3.78 ACRES \• Q O _ 164,485 SF -- `\ �o ------ 0 r✓1 85.03' 5 3 I ( o 0 AO ;1 69.A•6 85°'50"E \ ��\\ I V) ,1 2 NBp' �) ' (NSn. 54'09 i--1 � s G• 8 . �9�6�it�12.29 LOT 9 ACRES? 1� 0) =;1 N 10, X51). 16 99,954 SF 1c� -'1• LOT 8 t'` w w ! 2.09 ACRES .N 3 d 91,123 SF r� N __..N 89'331 130;41' � N rn �----------- 36"W N89'33,'36'W N,, N c� ( (N89°33'17°4Y) 0 F P z z 203.59' z.L 160.15' 172.49' I o° S89'33'36"E 598.81' 62.58 m �'� ( ''j (n` LOT 10 00 i-; . � � � co 4.00 ACRES 100 i sY 174,030 SF EXISTING ACCESS d (n 0O AMERITECH CONCRETE 0' PAD EXTENDS 0.6' NORTH cli N I • OF RIGHT OF WAY. I 3 3 SOUTH LINE OF THE NE I/4 OF THE NE 1/4 --- - — r _._--- ---�— O O 63.49' ° u '-- --- b 2_58 34" (Sg2° 58'53"bV)-- - - - - - -- - - - --- - °o _ l E I/4 CORNER _ _- ---=' -----i- SEC. 33 FOUND COUNTY SECTION CORNER (FND 2"IRON PIPE' MONUMENT NAY NOTED FOUND 3/4" DIAMETER REBAR W/ALUMINUM STEM) I SET 3/4" DIAMETER BY 18" LONG 0 I FOUND 1.25" OUTSIDE DIAMETER IRON REBAR WEIGHING 1.502 LBS. PER PIPE LINEAR FOOT FOUND 1" OUTSIDE DIAMETER IRON PIPE ( ) RECORDED INFORMATION G) L� SURVEYOR: PREPARED FOR: vs SOLUTIONS JOSEPH GRANBERG ED HENDRICKS DRAFTED BY: JMS M 1235 CTY RD. E 1289 89TH ST. JOB NO. 268 SHEET NEW RICHMOND, N 54017 NEW RICHMOND, WI 54017 DATE: 10/03/2014 1 OF 2 NEW RICHMOND 999657 WI BETH PABST RTIFIED SURVEY MAP REGISTER OF DEEDS S V� ST. CROIX CO., WI LOCAT IN PART OF THE NEI/4 OF THE NEi/4 AND SEI/4 OF THE NEI/4 OF RECEIVED FOR RECORD SECTION 33,T29N,R19W,TOWN OF HUDSON,ST.CROIX COUNTY,WISCONSIN, 08/05/2014 3:22 PM BEING LOT 1 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 13,PAGE 3560, . EXEMPT #: LOT 4 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 14,PAGE 3865,AND REC FEE: 30.00 PART OF A PREVIOUSLY DEDICATED TOWN ROAD AS SHOWN ON A CERTIFIED COPY FEE: 3.00 SURVEY MAP RECORDED IN VOLUME 14,PAGE 3865 RECORDED AT ST.CROIX COUNTY REGISTER OF DEEDS OFFICE. PAGES: 2 This Certified Survey Map is for the purposes of adjusting a lot One Curve Table between Lot 1 of a Certifled Survey Map moorded In Volume 13,Page Chord 3660,8 Lot 4 of a Cedit Survey Map recorded In Volume 14,Page Curve# Length Radius Chord Direction Len Tangent(In) Tangent(Out) Central Angle 3065,no additlonal lots are created by this Instrument Additbnally, 9' D• 7' W W 857"1 6'21"W 13'41'08" Ct 67.33' 240.00' 884 08 8a"W 67.1 S7 6 2 the map Includes the result of a road vacation for that portion of the se+rorr�r svo'ev ia"r serlevrr 7 1 ' 1 N80 83'80"E 23°37'29" I I fled t Circle as shown hereon. All conditions, C2 86.97' 180.00' N89 08'06.8"E 88.81' N5 8 2 "E aer00ed survey s MI9'06'a4.6"s art 'I s JY80'e1'Or'l restrictions,notes eta listed on the ° , prey ey r►ep() , C3 147.70' 180.00' S72°39 28.6"E 142.61' N80'63'60"E S48'1247"E 82 83.23" are applicable unless otherwise Indicated. Both Iola are owned by sao•6�oe^s s s•rrjwjr Hendricks Investments and therefore no exchange by deed was CA 211.89' 280.OD' 887°83'11.6"E 208.92' 848.12'47"E S89.33'38"E 43°20'49" completed. serea•ss.e's s.e•ra•as's seraa'rrs 48'222"�) �— 28.J9'fJ '48'03 N TH L OF 1 $5 3 $ ,. LINE THE NE 1/4 OF THE HE I/4 T N 83 28 58 _ v p NE CORNER 115 60 Y8 •341 11\1 1 4• 1 1 f• 1�i w SEC.33 i'11Je a'.J`1— ;T'°--_�L W UZ (FND SURVEY • r�uusiu ee ylt z Z Z I W z MARK NAIL) ool � I ;o LOT 5 3 /6.a, \ Z"rI K 5 4.33 ACRES In N 4 M Im n �q( CC r o m 0 1$$,524 SQ.F fupM *r`o /�O�JylT �Nm J �4\ r 1A Fq I r Inwo Q�, N C7 O p6•'iSF A \ \WV) Ft inR SCALE IN FEET 7 roslmo o A to^S C:tr�'o♦c s'� ' `t.•:.�':1;'„� \ 1 100 200 MU U,W t:, i \EXISTII DRAINa1PLD T VOL.1604 Po all Z 3 N 302.63' W ° 1Z y I is o Call \ �V, � , I T f♦♦ •T � �I•� ' mot,,' J V , I r,, AO ii,� '54 g 551. 1���,1 `:- (N8� .5 0"E— (/'I If) ( g'I�yg l� $5,03 .p i�o 1 A'i� O ii11 a N I p0. /� 10�"AD tN1 N c�• I 1 1 e (� /'I ^ •11 P 5 -I .off PREVIOUSLY PLATTED R-O-W VACATED Z. BY THE TOWN OF HUDSON ON OCTOBER . :I I rD e 1, 2013 PER RESOLUTION 2013-3, �E4�� l NN 0) i rn ,c,'•. ;� 49,5.1 U' .al. N89'33'36"W 130,41' a ty N t I N89'33'I IV , I (N89'J3 17'W. I o I, _ (N89' 3l'77"14f O, n 12.16 ACRE I 529,59 fAQ.FT. n N t t�y ` I co b 00 I�O .,�f�t'� I O P•• ii I a,' (A 1 AMERITECH CONCRETE I PAD EXTENDS 0.8' NORTH I OF RIGHT OF WAY. I � SOUTH LINE OF THE NE•I 14 OF THE NE I/4 •' - - - •g$,34)N—,. l•Qi,_ H. E N/.CORNER VOts,_. s E'{i. 118:{ SEC.33 (FND r IRON PIPE' FOUND COUNTY SECTION CORNER W/ALUMINUM STEM) MONUMENT (AS NOTED) I ® FOUND 1.25" OUTSIDE DIAMETER IRON SET 3/4" DIAMETER BY 18" LONG I PIPE REBAR FOUND 1" OUTSIDE DIAMETER IRON PIPE !' ) RECORDED INFORMATION YS LAND SURVEYOR: PREPARED FOR: SOLUTIONS JOSEPH GRANBERG ED HENDRICKS DRAFTED BY: JMS 1235 CTY RD. E 1289 89TH ST. JOB NO. 157 SHEET ANNE r NEW RICHMOND, N 54017 NEW RICHMOND, N 54017 DATE: 08/05/2014 1 OF 2 Vol 26 Page 6030 St. Croix County 999657 Page 1 of 2 Wisconsin Department of Commerce ~ SOIL EVALUATION REPORT Page of !?ivision of Safety and Buildings ccordance with Comm 85, Wis. Adm. Code e County J 1 Attach complete site plan a g than 8 1/2 x 11 inches in size. Plan must Cro include, but not limited WS!v e l a rizo ntal reference point (BM), direction and Parcel p I / percent slope, scale orsi north arrow, and location and distance to nearest a d~~ ' I d G `1 Please print all information. sT y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (-5~o/ 13 Property Owner Property Locatiori, ~n`rY ~ r C Govt. Lot AI~ 1 /4 N61 /4 S T Z N R E( rr)W L Property Owner's Mailing Address Lpl # 'N I Block # Subd. Name or CSM# o 1;2 ?,P' F-7 h oUTPoSr- NO~'JCSM? pS city State Zip Code Phone Number ❑ C' ❑ V ge Town Nearest Road New Construction Use: ❑ ms Code derived design flow rate / GPD ❑ Replacement Public or com vial - Describe: ~ Parent material Flood Plain elevation if applicable General continents ( /I / "l c~~L K,0 and recommendations: w System Type System Elevation F Boring # Boring 9-Pit Ground surface elev. ft. Depth to limiting factor Z in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 D _3 3- Q r V ' i Boring # Boring p Pit Ground surface elev.` ft. Depth to limiting factor- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munseeil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 • Effluent #1 = BOO > 30 < 220 mg/L and TSS >30 1150 mgA- : Effluent #2 = BOD < 30 mg/- and TSS < 30 mg/L CST Name (Please Print) Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401 a--~ 715-246-4516 1 Property Owner _ Parcel ID # Page Z of / . ❑ Boring F-31 Boring # Ground surface elev. ft. Depth to limiting factor in. Epit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Ab~ 31-4, 420 sk!c T- I ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure 'Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 ❑ Boring # ❑ E] pit Boring Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon r)epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Effluent #1 = BODS > 30 < 220 rng/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (8.6/00) L Soil Test Plot Plan Project Name Ed Hendricks Shaun 11 Address 1289 89th St. New Richmond Wi 54017 CS M' #226900 Lot 5 Subdivision Date 10/9/13 NE 1/4 NE 1/4S 33 T 29 N/1119 W Township Hudson F-J Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of steel fence post System Elevation TBD *HRpSame as Benchmark Scale is 1" = 40' 745' Property Line unless otherwise noted i i, I B.M.* 10' 75' B-2 130' B-1 97' 95' 40' 15% Slope 93' 200' 60' -3 L-J 91' >20% Slopes 439' Property Line Parcel 020-1094-70-200 10/16/2013 04:22 PM PAGE 1 OF 1 Alt. Parcel M 33.29.19.386A-20 020 - TOWN OF HUDSON ST. CROIX COUNTY, WISCONSIN Current ❑X Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - HENDRICK INVESTMENTS LLC HENDRICK INVESTMENTS LLC 1286 89TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " OUTPOST CIR SC 2611 SCH DIST OF HUDSON SP 1700 WITC Legal Description: Acres: 11.236 Plat: 3865-CSM 14-3865 020-2000 SEC 33 T29N R19W PT NE NE BEING CSM Block/Condo Bldg: LOT 04 14/3865 LOT 4 DESC INCL 020-1096-60 (389C) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 33-29N-19W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 04/22/2013 977212 QC 05/04/2010 915517 WD 08/15/1997 565343 1264/006 WD 04/28/1997 558542 1235/337 LC more... 2013 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/25/2005 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 11.236 674,500 0 674,500 NO Totals for 2013: General Property 11.236 674,500 0 674,500 Woodland 0.000 0 0 Totals for 2012: General Property 11.236 674,500 0 674,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 FL ED 624050 3 Wp~ 1. JUTM0H ~ z s ~ ReQister010elsds ST. CROIX COUNTY s CERTI EY MAP CATED IN PART ❑F THE NE1/4 ❑F THE NE1/4 AND PART ❑F THE SE1/4 OF THE NE1/4 OF SECTION 33, T29N, R19W, TOWN OF HUDSON, ST, CROIX COUNTY, WISCONSIN] BEING LOT 2 ❑F CERTIFIED SURVEY MAP RECORDED IN VOLUME 13, PAGE 3560. ° CAUTION: HIGHWAY SETBACK RESTRICTIONS PROHIBIT IMPROVEMENTS. OWNER W u SEE SHEET 2. JAY SPERRY = W :`I D.O.T. APPROVAL NUMBER - 55-94-3009-2000 11124 HIGHWAY 55 ~ N CU D.O.T. NOTES PER TRANS 233: PLYMOUTH, MN 55441 ° As owner I hereby restrict all Lots and Blocks so that that no owner, possessor, user, licensee or other person may have any right of direct vehicular o z w (,o) ingress from o r egress to any highway lying within the right-of-way of W z W U.S. interstate 94', as shown on the land division map; it is expressly o CL < W intended that this restriction constitute a restriction for the benefit of the ~ = M public as provided in s.236.293, Stats., and shall be enforceable by the C ~ o department or its assigns. a W~ w° Q <W W The lots of this land division may experience noise at levels exceeding z z the levels in s. Trans 405.04, Table 1. These levels are based on L J 0 federal standards. Owners of these lots are responsible for abating E (<6 noise sufficient to protect these lots. m W o ri U.S. INTERSTATE " 94" o M z Cl) NE CORNER z S89.44'21'E NORTH LINE OF THE NEI/4 SECTION 33 m CORNER 2662.84' VARIABLE RIGHT-017-WAY o z SECTION 33 I 9> 3 N RPC US' T OWN OF~'yINC ~ o in 70,~c~N6l 3 ~S9•%RS UdSONF8~C ~ J 0 Rol gAFR C) I LOT 1 ° tin hfCy~. \ 8389w~I •w T'9 C I o a• g r s'.\ ~l ~J~ X94• SCE' N I CSM IN v°~ ~q FTBACk \ ~~0- ~f' z jOF,p _ 13/3560 -r 3 tp \ A z tisf• f 5.971 CRES S~~~ ~3~~o z ° a Q 70 I8, N~• 260,097 S FT. z A 4,0 V) 1 W Q'I 9~? 9 J FR, N ~ w w i Wd~ N N80.5 ° A,9~ g5•p3' EX STI ENTERLINE ~H • Z w 01 N t E- I F I W 1~ O I f" W M h p rv I z M I ° M ~•.~fp COI ~ T l~. %P. %P N CA l"'I fn 1 : O0. ~ qT 67 ~9; v1 01 c 580.58 5.03 ej O ff'' o r~ o N o 4 ,yFs,PC T,S~ E` : o_/~,Zar N 1 Q 1.0 D I W Z I W o 01 W°f~ r p 495.10' `T ~ 1 0 1 S~ 10 C) 1 W S89•33 17"E 555.55N89.33'17'w 3 CD Re c. As N89'I 1 Qi z p M •60.45' N89 33 17'W -Ji CL y I al LOT 4 CD LOT 1 00 69.96' r` o zl PPROVED (h ~I w 11.236 ACRES APPROVED IN UNPLATTED LANDS ED E 3 T.CROIXCOUNTY LJ I _ 489,419 S(> Iaf i d zoning and Parks Committee C I 4/91 7 OWNED - BY - OTHERS" 1------------- 14, JUN a 1 2000 n SCALE IN FEET 1" = 200' E1/4 CDR C2 SECTION 33 If no W ate dc~~ttin 30 days of Z 82 0 200 400 F ENCELINE IS PI~t Safe appro shat! be LEGEND OF LOT CORNER nali and vrti1 , ALUMINUM COUNTY SECTION N82•58'53',E 603.49' CORNER MONUMENT FOUND o N o • V IRON PIPE FOUND C _ CU T---LOT 1 i ROADWAY SETBACK LINE CSM IN (WIDTH AS SHOWN) T- X EXISTING FENCELINE SHEET 1 OF 2 SHEETS 521483 0 3/4' STEEL REBAR FOUND Vol.14 Page 3865