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HomeMy WebLinkAboutMINUTES 1956AT AN ADJOURNED MEETING OF lqtE BOARD OF SUPERVISORS OF PRINCESS ANNE COUNTY, VIRGINIA, HELD 3anuary 13, 1956. The following resolution was presented for adoption: RESOLVED, that whereas D. J. Vaughan has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer, as of 3anuary 1, 1956. lhe checking account in the VIRGINIA BFJ%CH office of %he NATIONAL BANK OF GC~I~ERCE, with a balance of $3,423.02 and no checks outstanding, is hereby authorized to be changed from COUNTY OF PRINCESS ANNE, VIRGINIA, By D. J. VAUGHAN, TREASURER to read 8s COUNTY OF PRINCESS ANNE, VIRGINIA, By V. A,~ ETHERIDGE, TREASURER, effective as of January 1, 1956, and that no checks bearing the signature of the outgoing treasurer are to be charged against the said account. The said bank is requested to send all future statements, paid checks, notices, etc., dealing with the said account to the new treasurer, P~incess Anne, Virginia. ~he said bank is requested to amend or execute a new escrow agreement for the safeguard of county funds on deposit in the said bank, naming the new treasurer as replacing the outgoing treasurer where recited in the agreement. A copy of this resolution is to be forwarded to the said bank for its files. AT AN ADJOURNED MEETING OF THE BOARD OF SUPERVISORS OF PRINCESS A~E COUNTY, VIRGINIA, HELD JANUARY 13, 1956. The following resolution was presented for adoption: RESOLV~t), that whereas D. J. Vaughan has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer as of January 1, 1956, The regular checking account in the BANK OF VIRGINIA BEACH, VIRGINIA, with a bank balance of $1,404,807.13 (per bank records) and checks outstanding of $223,658.77, as per listing attached hereto, as shown per the following reconcilement with the treasurer's records, is hereby authorized to be changed from COUNTY OF PRINCESS ANNE, VIRGINIA, By D. 3. VAUGHAN, TRHASUR~R to read as . COUNIY OF PRINCESS ANN~, VIP~jINIA, By V. A. ETHERIDGE, TREASURER. effective as of January 1, 1956, and that no checks bearing the signature of the outgoing treasurer except those described and set forth in the attached listing, are to be charged against the said account; Balance per bank statement and confirmation 12-31-55 $1,404,807.13 Add: Charges of School Textbook account checks by in error (corrected by bank in January 1956), bank 66,462.56 Duplicate payment of School payroll check, 215.70 Total, $1,471,485.39 Deduct - Checks Outstanding per listing attached, 223.658.77 Balance per treasurer's records 12-31-55 $2,247.826.62 ... The said bank if requested to send all future statements, paid checks, notices, etc., dealing with the said account to the new treasurer, Princess Anne, Virginia. The said bank is requested to amend or execute a new escrow agreement for the safeguard of county funds on deposit in the said bank, naming the new treasurer as replacing the outgoing treasurer where recited in the agreement. A copy of this resolution is to be forwarded to the said bank for its files. A COPY ,F_S.,E, JOFI~ ~/. FE.bL~P~S2~.~.. CLERK D.C. VIBGINIA mm~un ~'. "~ VIRGINIA VIRGINIA ~.~AOh, ~INCESS ~}~ COU~, VIRGI}~A D. J. VAL ~, ~TST.~DING ~r~u~ AT DmC~B~ 51, 1955 DATE CHEGi NO. TRE.~URER ' S REGULAR ACCOUNT 1-5-54 13948 5 13951 7 13962 ll 13975 11 1Z976 2-5 14049 8 14511 3-9 15002 4~C 15497 6 155O1 8 155~0 14 15556 16 15579 $0 16047 5-7 16072 11 16086 11~i 1734~ 9 17364 9 17365 19 17405 12-10 17461 ~£ 17545 Z8 17560 31 17594 1-S-55 17607 6 176~4 10 17664 ~5 17703 ~5 17726 Z-$ 17757 8 17759 16 17778 3-18 17811 £1 178S1. 4-13 17839 13 17840 4-13 17841 13 17243 5-19 17900 19 179 O1 19 179015 19 17906 19 17908 !9 1791,5 19 179E~ 6-14 17946 14 1794 7 14 17956 14 17964 16 17975 Henry B. Boykin Rebecca Glade George R. Battle J. J. Barcher Nfs. Audie M. Benedict Frank Simmons Willnox, Cooke ~ Wi!!nox Wm. P. Dic~on, Jr. Charlie Nae Gay Ka~-g~et t'i. ~au~n~r~ He~y N. Nickols Be_~ Z. F~mey J. E. Cason Rol~d G. DeRocile Y~s. M. N. ~rner ~[ar~orie K. Be~tok Jo~ C. ~Jilli ams G1 ~ria Eub~ks ~s Thomas Willie Gary J. ~ghes W. A. Green ~bert S. Alvis ~ . L~n Ke~eth "~ C ~ ell 31aire Br i~klay Ru~s Fi~ j. J. Barcher ~s. Kenneth $. Malbon Richard Carroll Fred E. ~loeger ~. J. Hudgins Je:~e!l R iddl~ ho~er ~itney N. ~rl J. Snavely ~ te.~ st Patrick bL ';"~ ~ ~ R. J. 0~Bri~ Melville C. Wood, Jr. George ~f. Beuris Fred H. Wilson V. D. Dickerson Erna You~ Johnson Florence V. Vick Frae!in R. Holley N~ary Lee Riggs Di~e M. Smith FP~2m H. Ferguson AR 0UNT 9.16 1£ .06 3.53 2.33 1 .CO 10.16 4.05 Z .53 .71 .66 2.18 1.53 .3! .43 !.00 .17 1.66 13.20 !. 89 4.91 16.75 !.7~ ~ e84 $.35 8.i9 3~ .16 11.26 1.78 .60 3.59 10.45 .59 . .46 .56 36.50 1.57 .34 .65 .43 .30 1.01 1.00 .3~ .45 1.35 16 ~ 16 1799S 17 a -II 1LO9 5 9-~6{3- !$i~0 1615'9 1~1~6 18197 5 1SS310 5 18211 8 13 18218 14 l~19 !4 lc,~ o 14 14 18SS9 14 14 18E57 14 18 S38 14 18239 !4 18240 14 14 18S44 14 18~52 14 18254 15 19 18259 19 18250 21 16261 18266 27 18,oo ~} ~? 18271 ~ 18S73 27 18~7~ ~7 1.~275 ~7 18~76 27 18~77 ~7 18~78 ~7 18281 27 ]_8~8,5 27 18~54 ,~_, .lu~. t Yarus ,3u ~.Pec.~e ./il!lams Je:~ sic L. J. ,.,f. For~m:~az ~. L. Beale, Jr.. Garn~tt ~arner Doris N. RouPke Ches~, ~,= Bldg Losa-z Assoc. D~. J. R. Anderson Nabel '~ ~'-~ c~ Lemuei N~. NcCiain t-oco;'~on,~ao Drive-In Inve ..... t _ of Nor fclk Eiieen L. Eoush fe~e R. :. ,o or e ~ R 3r ock Ke~metk ~. Cr'cser T= 't C. ~" od H=rbez N2~r jor ie F. Shelf er ~vsjn R. Nsrsholl Z aul ):osley F. ~. E~hart Jo~_ Josepl~ Baecher Edmond T. Debary ~av~e Peridex:~, Jr. Zw= ~ Id. Poweli James ~. ~eoI se R. L. ~ordon Jack H. Audrey Kline Seor~?-e ~. Wilson, Jr. ~iort~ages Services of [¥~ortEe~es Services of Lo~ Bowm~n ~il li ~n ~[. ~e s t e r l~d ~rs. Robert J. ~dley Gooper, Trustee $. G. ~uprem~ Wiili Wiili~ Thomas Gh~spell Lizzie 'd. ~' L. Fisker Le on Wiggins 2 . ~7 1.87 S .49 5.30 19. CC .94 .75 ~ .1~ !.~0 1.80 !I .I0 ].S .00 44 .CO 97.96 1.50 i.50 1.00 ! 3.6,5 50.00 1.50 75 1.60 1.00 Z0,68 !.C,O 6.91 1.00 1.50 1,50 19.80 109.5O .~4 6.00 49.54 27.00 ~ .22 1.~ ~ .50 i0.00 2,90 .98 1.50 1.19 4 ~. O0 BAIUK 'CF V~GiX'IA BLACH VIRGI1TIA B3;AC',U, VIRGINIA CCUi[TY OF ~RIJCEOS ~f;fE, VIRGIi[IA DATE ~K N0 TRET~I~'S REGULAR ACCOUNT: 12-g7-55 18285 27 18286 27 18287 27 18228 27 18289 28 15293 ~8 18~94 28 18~95 30 18296 30 18297 30 18298 30 18299 30 18300 30 18301 30 18302 3O 18303 30 18304 3O 183~5 30 18~06 30 18307 3O 18308 30 18310 30 18311 30 18312 30 ].8313 30 18314 30 18315 30 18316 30 18317 30 18318 30 18319 30 18320 30 18321 30 18322 30 18323 30 18324 30 18325 30 18326 30 18o~7 30 18328 30 ]_8329 30 18330 3O 18331 30 18332 30 18333 30 18334 30 18335 30 18336 30 18337 30 18338 30 18339 30 18340 3C 18341 30 18342 30 18343 30 ~8344 ~vkrs., irene B. [~lliard L. M. Wilcox ~iadeline L. i~?atchinson Condrad Little F. E. Halstead Thomas L. Hall[_ ~,~ary Rhodes Dozier John d. G.-'egory Ch,.mr!es and Effie Davis John Snowden Welton Hampton Albert D. 5alito George ',~f. Robbins, Jr. W. R. Greenwell, Jr. ~;rs. Leonard ?'hart Florence T. Reese J~nes Kef!am Gophers, Inc. C. Mar oulis A. D. I~;albon Herbert E. Jones & ~lah ~<rs, Leland S. Smith Elizabeth C. Cole E. &. J. Incorporated C. Edgs~~ Winn Thomas H. W'illcox, Jr. Jm. L. Griffin H. M. L. Walton Hazel 5. Oliver F1 oyd Br ay Edgar N. Smith R. B. Spindle Richard W. Conway ~eaboard Citizen National B~k Richard J. Davis R. Vf. Dudley ~'~s. Essie Leirten L. E. Miltier Thomas W'. i:oindexter Edna D. Gibbs ~Lrs. Nellie C. Hol]_m~ Cherry M. Davidson Thorogood Corporation '~DM~ma Che at helm D. W. Gregory Hi!iary Gilbert Elizabeth C. Guy Paul ,J'. Jones lqrs. $. K. ~idgett B. D. Brc, oks Ls~ns~ L. Murphy A. L, Bonney Richard Ruffin Mahone T. Tsrroll, Jr. Mil lard C. Butt C!al~ence M. Tynes Agnes R. Mabry National Bank ~ Commerce 1.27 5.85 6.90 1,50 .86 1.64 !. · 89 .61 7.35 7.61 1.20 119.77 £ .07 1.00 11.55 2.63 3.92 54.00 1.50 ]..50 °93 1.65 3.08 6.00 9.90 1.50 1.50 1.50 3 .CO 10.00 10.89 31.74 3.96 5.70 1.66 27.20 2.34 1.13 3.00 .90 1.50 6.90 9.30 80.60 14.82 1.14 75.9O 131.40 14.60 1.50 5.52 31.00 3 .CO 6.0C 40.36 1.50 56.00 PAGE 4 DATE C~CK NO. TREASURER ' S REGU~ ACCOUNT 12-30-55 18345 30 18346 3C 18347 30 18348 30 18349 30 18350 30 18352 30 18353 3O 18364 30 1.8355 30 1.8356 30 18357 30 18358 30 18359 30 1.8360 30 18361 30 18362 3O 1.8363 30 18364 30 18365 30 18366 30 18367 30 ].8368 30 18369 30 1837O 30 1837~. 30 18372 30 18373 30 18374 30 18575 30 18376 30 18377 31 18378 31 18379 31 18380 AIqOUNT Investment Corporation of Norfolk 173.52 Home Federal Saving?; & Loan 127.80 Sellers & Underwood First Mortgage Cori~oration C. C. Absalom C. C. Absalom Lue!la Riddick Colonial Group, Inc. Virginia R. Reymolds N. C. ~lurrel! ?i!ot Life Insurance C. A. Brown ~jalter T. Gregory ~rs. Louise C. Lee ~. Stuart Rowley Armie L. B. Croonenbergs Warren L. Parker Atlantic Permanent Building & Loan Assoc. B=amtide Corporation Samuel N. Riggs First ~ortgage Corporation W. J. ~iller New Home Corporation Andrew Warren Robert S. Reynolds Sellers and Underwood L. L. Quintal Ernest L. Dyer Francis S. Thompson Martin,Richardson & Guerry ~M~tual Federal S~vi~s & Loan ~lutual Federal Savings ~ Loan Vernon Booker Lee ~llimm T. Fleming, Sr. J. G. Joyce 199.50 5 .~8 1.80 3 .42 10.98 39. O4 2.40 112 .~0 15.~ .76 3.75 1.50 1.00 1.50 22.20 110.75 74.52 103.50 8.97 22.44 1.00 1.50 27.60 1.50 33.66 19.15 = 54 168.65 843.20 23.0~ 3.30 29.40 4,095.47 CouNTY OF ~'R!NCE~JS A2,iI~E, VIRGINIA AGE 5 DATE Ci~Gi NO. GENERAL COUNTY BILL~: 2-28-55 1134 5-23 1685 7-25 16 8-11 247 22 301 9-23 532 10-20 678 11-30 886 ~0 926 30 942 30 951 12-5 957 5 961 13 998 13 1007 21 1051 21 1052 21 1054 21 1056 22 1064 22 1065 22 1068 22 1069 22 i070 22 1072 22 !075 22 1074 22 1~76 22 1077 22 1078 22 1079 22 1080 22 1081 22 108g 22 1083 ~2 1087 22 1089 22 1090 22 1092 22 1094 22 1103 22 1104 22 1106 22 1107 22 1109 2~ ii10 22 1!il 22 1115 22 1116 22 1118 22 1121 22 1124 22 1125 22 1127 2S 1128 Portsmouth City Collector Fentress Vol. Fire Dept. Inc. D. L. ',/~itehurst Helen B. k~athias Herbert C. Smith Fentress Vol. Fire Dept. Inc. Dam Neck Motor Co. L. G. Montagna Fentress Vol Fire Dept. Inc. Va.. Beach-Pts. Ar.me Rescue Squad 33.33 50.00 10.00 4g .56 15 .CO 50.00 6.30 10. O0 5O .00 50.00 London Bridge Vol Fire Dept. Inc. ~200.00 Bowden ConStruction Cc. 72.00 Mary E. Gilbert 18.60 Old Glory Council #233 Jr O.U.A.M. 15.00 State Forester of Virginia 96.60 Keel ?r:inting Co. 79.80 ~'. C. Deford 42.00 Samuel G. Jorm s 21.00 Madge A. Taliaferro 100.00 Pts. A~ne Court House Vol Fire Dep250.O0 Creeds Vol. Fire Dept. Inc. 250.00 Edward W. Beasley K. L. Jard ~rs. Lillian Corprew Stephen Kas arnick Paul W. Eaton Therman ,~ne s H. ~"J. Bray Hugh P. Cassidy Hat. y ~err Gr~ C. Dalton Leon Ha~es, Jr. ~ett McClain ~l~ J. Dailley Aelvin E. Spence J. T. Blac~ore Curtis Cor~ck Mrs. Leesie Siler Fentress Vol. Fire Dept. Inc. ~e Henry B. Gilpin Co. Dr. Robert D. ~aul ~wendoline M. Porteus Princess ~ Telephone Co Inc. Dr. W. L. Taylor Dr. James W. Todd Treasurer of the United States Va. Bead~-Prs ~me ~ ~ · '~ ~o~ll ~y Rescue Squad Inc. E.Cce~ View-Little Creek Vol Fire Dept. Inc. Davis Corner Vol Fire Dept Inc. ~. N. Barl~,~ S~ Fi~ey Inc. Kem~ville Vol. Fire Dept Inc. Lyn~aven Dist. MosoA~ito Control Conm~ssi on London Bridge Vol Fire Dept Inc Oce~ Park Vol. Fire Dept inc. 51.80 51.80 56.98 52.50 16.80 62.16 8.96 72.24 47.88 45.36 56.98 39 .~0 19.60 52.92 5.04 32.34 4.90 50.00 6.86 10.00 80.00 1220.68 15 .CO 15.00 4.50 50.00 250.00 200.00 160.00 32.52 250.00 5345.03 200.00 250.00 BANi( ~F VIRGINIA BEACH ..... % ~' ...... '~ VLRGINIA COUNTY OF ~AGE 6 DATE CHECK NO. GE~iERAL COUNTY BILLS 12-22-55 11129 22 1132 22 1134 28 1138 28 1139 28 1140 28 1141 g8 1142 28 1143 28 1144 31 1146 31 1147 31 1148 Nf~iE .~.i0UNT Oceaaa Vol. Fire Dept Inc.::' Thalia Vol. Fire Dept. Inc. Va. Beach-P',~s.. ~ar~ Coz~.ty Mosquito Control Col~ml. Remington Rand Inc. Virginian Pilot Treasurer of Virginia COn Fnd FICA The Bank of New York 200.00 200.00 1000.00 6.75 5.20 4.80 43823.00 Bailey Welding Co. 22.77 Seaboard Citizens National Bank 32834o01 Bai.~ of Virginia Beach %fh Tax 21.50 Floyd E. Kellam 500.00 C. Roger ~iaibon 68.06 B~k of Vir2iinia Beach 990.00 BAXK dF VIi GINIA i~EACH VIRZ-INIA DEACi{, VIRGIl?IA COUNTY OF ~RINC~.oo Ai'~'~i, VLRGINIA PAGE 7 D&TE C~CK N0. GEI~AL COUNTY PAYROLL 12-3 -55 1340 10 15 81 17 1422 20 1423 20 1445 20 1459 £0 !4~8 ~0 1475 20 1485 20 1492 20 1498 20 1513 20 1516 ~0 1530 ~4 15~! 24 15 8~ 3O 15 83 31 1589 31 1590 31 1591 31 159~ ~1 1595 31 1602 ~1 1603 31 1606 31 1610 ~1 1611 31 1619 31 16~I 5! 1623 ~1 1624 Bank of Vir2:inia Beach '..fh Tax Barfk of Virsinia Beach V~n Ta~ Barfi{ ~ Virginia Beach ?fh T~ $. Paul Brown E. R. ¢ockrell, Jr. ~ercy J. Caton C. C. Gornto J. E. Moore J. L. ~%aitehurst Kathleen N. J~meson Bank. of Virginia Beach bT~ Ta~ M. J. Grimstead David T. Watts Mar i on K. Savage D. J. Saughsn, FICA Bank of Virginia Beach ~;~ Tax Jeanne Vestal Russell Capps i.!illiam Conley Jullian Cuff ce Jobmnie Drewett Simon tiarrel! Robert Le~sley Alexander Lassiter Henry Little Wiley Mosley James Nelson Herman Smith Wi!likuta ?fnit e D. J. Vaughan, F. I. C. A. Bank of Virginia Beach. h,h Tex AMOUNT 20.60 21.40 21.40 220.50 150.00 190.00 4a .55 409.00 258.20 58.80 1359.30 94. O0 83.56 145.50 32.70 21.40 57.60 39 °20 39.20 44 .!0 36.50 36.50 38.80 38.80 44.10 39.20 39.20 38.80 44.10 32.60 2~ .~0 3 ' 723.81' BALq] ~.;F VI?~.}INIA BEACH 7IRuI~IA :~AC,J., VLR3INIA 15 _309 iS 340 !L-SO 430 20 436 sO 457 £0 440 SO 441. S0 442 Z0 443 SO 444 20 446 ~0 447 gO 448 20 45O 20 451 SO 452 20 4 SO 455 20 456 ~0 457 20 458 20 459 gO 460 20 461 20 462 20 463 gC, 464 20 465 20 466 20 467 20 4ac, 2.,0 469 20 470 £0 471 20 47g SO 473 20 474 ~0 475 20 476 2C 477 EO 478 g0 479 20 480 20 481 20 48t: 20 483 llnio:,L-K.a::_:psville School Lu:n. ch- Di:~turs in.~ Officer A~ ?c%'~ib 13ase Slythe Consaer Co. Jc:t~ J. Ns, z'rison & Sons J. H. Pence Company ~outhern Des~ Co. !nc }rincess Anne Teie!hone Ad~s Bros. P!umbins Corp. S. U. Addenbrooks :' ,~o~ Illc. %~9.9O ~0.00 67 . 94 ,57,987.29 1,477.85 -,'~ 96 4.50 233.1_8 il S. C 9 96.50 I0. O0 309,75 R. C. .~-,.~l=.a ~u~oJ.,.!~. Nact';ines Inc 105~.$0 Americe~ Oil Co. S348.97 Anchor ~ost }~odu. c%s Inc 50.00 A~'"v,~t Roads L K~tePials Co &29.00 Atlantic Electric OoPl~. 54S.7! ~,~r ~.~ Cc ~5 .00 Inc. S 84.7~ P, Ps. Frederica ,-,. s~_ar~ 29.40 The 5ar~ of Vircinia 15.66 B:,t.~ ~ido,~ ~ & Collins I!.00 Be act, ' 141.21 ,~as Cc,~p. Bruce Flournoy Motor Co,rp. ~2~.89 C & P Telelbone Co. 163.70 Caddell Electric Co. 66.73 N. B. Cal,ps 12,8.00 ~onzo Carter 15.00 Centurion Chemical Co. 56. aawzn ~h~ leo 91.94 Golonial Oil Go Inc 1,3~9.51 ?;. T. Cooke School 20.00 Oourthcuse Oervic~ Jtation Inc 1.40 ~. E. Cox 92.40 Greative ~,kaythin~s Inc. ~0.~5 Detroit Lectern Co. Inc. 388.08 Division of Water SU?!)ly 797.1-I The C. B. Dolge Co 5S.84 A. S. Drt:awright&Co. 24.76 Edwards Councilor Co. Inc. ~6C.92 Electric~ Suppliers x5.90 ~!e,tronzc ~s:neering Co Inc I0.00 Frank G m:us~,. ~aI-:er Co. In.c 13.15 ~pe,~ Fibz,~erald Paper Co in.c D. S. Ferebee 12.70 Ferrell Linoleum & Tile Co Inc I~9 Flo~rs School Equ~mim~nt Co General Automotive Supply Co Inc. 80.96 ~enerol ~qu.,p.~ent Co Inc 49.50 BAICK OF VIR3IN!A BEACH VIRGINIA BEACL, VIRGINIA COUNEY OF ~RII~CE~& A:~fi'..~, VIRGINIA PAGE 9 DATE G~E~K NO COUNTY 5CiiC, 0L BILLS 12 -20-55 484 20 485 20 486 20 487 20 488 20 489 20 490 ~0 491 20 492 S0 493 20 494 20 495 20 496 20 497 20 498 20 499 gO 5OO g0 501 20 502 Z0 503 5 20 505 20 506 20 507 20 508 20 509 20 510 20 512 22 513 20 514 20 515 £0 516 ~0 517 20 518 20 519 20 520 20 521 20 522 20 523 20 52~ 20 525 £0 526 20 527 2O 5~ 20 20 530 20 531 20 532 20 533 20 534 23 535 20 536 20 5Z7 ~erbers Radiator Works ~,reenwmch Shapply Co C. A. Gregory Co. Gulf 0il Corp. Hagan Supply Corp. H~mpton Roads Paper Co. Inc Mampton Roads '.?elder s ~pply Co E. ~nward Harrison ~id H~vey o~a. Inc Househ. o~ Shoppi~ Center R. W. Hudgins & Son Inc H~mt Auto Supply Co Inc Huntington Laboratories Inc Industrial Chemical Co Inc Industri~ Laboratories Inc International Hm~vester Co. Jones Cold ,3torage Corp. Ke~_l~ ~ ~,aton ~n~ Ks~ ville~.~'~'~n~.-o Materials Inc C. ?f. Kornegay Karl ~.iamufacturing Co. Ki~ S~ ~k Equipment Co Inc Mrs. Rosem.~y L~b L~d ~d Coates Inc La~me At!antic Co. J. B. Lippincott Co. H. Joseph ~owenthall, Jr. L~rimz Motor Co. Inc Mrs. Geneva ?icColl~m E. Bruce McGuire McL?an Auto S~ppiy Corp. McMillans Camera Shop M~bon Motor Cc. Master Auto Service Corp. Mrs. Brovmie Morris ~e National Education Assoc. Noland Co Inc Norfo~ Newspapers Inc Norfolk Paint Co Inc. 0ce~.a Block Works 0ce~a Feed & Hardw~e Co Mrs. Elizabeth Olive R. H. Owen kaxt on Co A. Ray ~entecost, Jr. A. R~ Pentecost, Jr. Florence i'ebtyjo~_ ~ittsburg ~:late Glass Co. ~-leasant Hours School ~rincess .~me High School Princess Auae h~mber Co. Princess ~e ~dotor Co. M,:0UNT 11.00 4.44 47.47 413.68 37.31 $00.78 37.50 ~= 00 28.67 73 7.77 13.6O §0.88 82.17 260.50 17.25 5.6.82 47 .ll 105.33 11.74 10.25 39 .[~8 37 .CO 14.60 15.00 3~ .25 87.45 £49. J4 37.40 15 .CO 63.03 l1.49 5.50 7.14 150.62 ]5.00 4.80 802.48 9.68 151.91 35.00 16.72 15. O0 184.07 41.56 1314.79 Ii16.05 15.00 £S4.01 i~0. O0 15.00 26 ,-,,_0 CO B~,TK OF VIRGINIA BEACH VIRGI2IA BY, AC}i, VIRGIl?IA ~'o ~,T,~SS A~:N2 VIRGINIA COUNTY 0F r.~ , ~AGE 10 DATE C L'ECK -q COUNTY SCE00L BILLS 12,20-55 538 20 539 2O 54,[' 20 541 20 542 20 20 544 20 545 20 546 20 548 2C 549 2O 55O 20 551 2O 552 ~ 554 SO 555 SO 556 CO 557 ~0 558 SO 559 20 56O ~O 561 2, O 552 SO 563 ~0 564 SO 565 S0 o06 ~0 567 SO 568 Princess Az'me ~lumbi. z~ o;: ~lcc. Suppliers Radio Equipment Co Inc. Robbins Corner Haz'dware W. J. Robishaw Seaboe~d Paint .Ss ~ui:ply Co Inc Smit? Moore ~ody Co Inc ~ernice ,3o~er ~ernerd B. Spisel Wiilia~ St ~mper St~6~rd Se~l. esbook Co Inc. ,~%ate Board of Educm%icn m. ~,. Stone S~?ourb~ Rulmne ~as Co. Sv~tton Electric Ooi'l. ~oyce The Tex ..... Go. Tballa Hdwe ~ Supply Co. ~no Ti~'e N~ket Treasurer of Virginia Underwood Corlc. 31.50 883 6.40 17.00 299.00 15.00 555.38 15.00 58.98 73 ~.~ .20 i0 .i0 Si. Si 15.00 170.09 28.13 96.50 ~. ._: .25 TT, rm.~,°~ ::~'~.~ Re t'~-n~ ~n~-~ l,roducts Co Inc 125 .28 Virginia ~chool Equipmer:t Co 1522.63 ]~atters and Martin .Test n~- ,.~ ?,= i . s~s~n...oct ng Co ~i;'hite Lumber & Mi!lwo~k Co Inc Joi~ E. Wt~ol L~umber Co Inc. Nick jri~ht Rotor Os T' ~ · :~ =ss, Inc ~:~ $I. C Young ~ London Bridge m~-.~- Cc. 7S .00 249 156.62 '1 ,o 29.50 3T .58 78,016.85 BAld{ CF VIRGINIA BEACH ~"~ VIRGINIA COUNTY OF ~IINCESS A.~.~,.a, PAGE !! DATE CXECK COUNTY iCHuOL PAi~O~L -,..1-5~ 963 31 1301 31 1:502 11-30 1525 30 1553 30 19S8 50 1929 30 1931 12-21 1937 21 1941 21 1949 Sl 1955 ~i 195~ ~1 1960 ~1 1963 £1 1966 Sl ~015 Si 2024 21 S043 21 2056 21 2060 21 2070 ~1 2071 ~1 207S E1 2074 21 2080 21 Ell3 21 2135 21 ~138 El 2147 S1 ~s149 21 2134 E1 ~174 21 ~178 21 2210 21 ES10 2! ~1 ~1 21 2232 ~1 23~5 21 2380 21 23.82 21 24.00 E1 2401 21 2415 Hi!dred '? Corbett Lois Groves Adley Treasz~mer of Virginia Con Fnd FICA Beverly H. Peck N, ildred ~. Corbett N',a'~de S. Hoggard 2O3. ~4 7..94 ~1.60 7.84 Treasurer of Virginia FICA ,~,c~.$9 V~P ...... D. t3. Tree.Per of -'-ii ' RetiPeme:~Z,ge3.S9 J. J. Owens, Jr. 386.80 narrel 3r ace 1]' ' ~ 1 Virginia C. mo~'~ ~ ~' R Britton ~. ~. Cox Aubrey Little R. R. Oliver J. W. Robbins J V. ~,~ton A. R. Smith B. A. L~ders ~ e Jo~ L. V~:nCeeav Todd R. Cockrell Belle S. Cul!ipher Nita Dixon Dorothy ~d!ey Adell Fentress Jobmsie ~ c~h~ Ruth E. Cole Helen J. ~tt!e Sue L. ,~friend Katrina T. J. M. Kleinert Dorothy R. p~daleon B. H. Peck Jrne B. Stoebenau ~vil!a Atkins on ~. N. Corbett S~a Lou Sudduth oe leLia Bishop 355.68 S16.35 64.24 ~68.48 233.34 257.30 223. SO 223.60 184.84 o ,.'"'-..60 241.$0 El6.90 255.15 ~06.50 259.90 2,66.50 S51.08 ~44.00 182.88 ~o29.50 £82 .O0 239.50 SO5.70 215.70 231.60 ~i~, .70 2~1.60 SSi. 60 248.63 2,05.70 2218 k. L. Desjardiues oo~. J~coueline J. Harris Ak.la C. Keaton Brovmie L. Rorris ~atricia L. Spurgeon Julia Clark G. T. Y.,'sr tin Ha z,:~:t Kno,x ~zldr~ ~' ' Ray Bell ~tis 0'o~ Grimstead Ida ' ~hitehur st ~2.06 215.70 249.50 279.37 94.90 ~6.18 £70.00 89.00 39.20 39 .SO 73.50 72.00 ?AGE 12 21 2418 21 2444 f~l 2458 21 2472 gl ~i 74 21 2481 21 24 82 21 2.489 21 249 o 2! D~ 94 2! 2.495 21 8501 21 2502 21 2503 21 2504 21 ~506 21 2507 21 ~508 21 2509 21 2519 21 2524 21 2525 ~1 2526 21 2528 21 2530 21 2533 21 2535 ~ g537 21 2540 gl 2542 ~i g543 21 2544 ~1 2546 21 2548 ~1 2554 21 2561 21 258;~ 2~ 2564 21 2555 21 2570 Louise LTar grove Eve l~a~ Randall K~cy L. Barcroft Larve D. ¥'bite Ruth £hipp E!va Bessie Bell Forrest Jones Norma L. ~ox Th ~'~ ~.,ma~ Munden Mary V. Cooper Judith Totm~ Rocer H. Sawyer ~. A. idurden L. H. Jackson L. E. Gilbert Sh~ey L. Gray Josrme S. Ferrell A~:~e W. Drescher Elizabeth N. Fulch~ ~.~. D. Toney Lois R. ~cott k~s. H. L. :7~ew K. ~'. Spence ~. ,~!. L. Kight ~ary ?f. Lee L. B. Jord~ ~lma Dares Maur: ne.~ e .~'~zns Helen ?eyrie H. G. Dillon .3~s~2% C. Gerard ~ '~ ~icK~ss~ck ~<attie G. Collins ~7.60 51.80 51 ..20 95.60 82.00 7~ .9~ 68.!1 65.51 57.60 49.00 39.20 39.20 117.60 117 117. ~ 0 117.60 63.60 47.04 19.20 ~ .40 c~ . 72 7.84 47.04 70.56 12. SO 7.84 7.64 15.68 196 .CO 43.12 7. ~4 7. ~4 19. ~0 63.60 7.84 7.84 23.52 Treasurer of Virginia Retirement 2,934.69 Treasurer of Virginia FICA 2221.38 ',fas?:ington~,~'~ ~' ~-'~o~~ o~ u~,~ Insurance Co 363 . !7 James M. ,villiams Regional D4~ager 454.75 Ba.~c of Virginfa ~each Wb T~ 18,438 O0 Treasurer of Virginia FICA 384.97 45,259.5~ BA~CK OF VIRGINIA BEACH ln~-~i~ Bi~.l~., VIRGIl(IA COUNTY OF PRINCESS Al,,~,, %IR'~L~IA DATE CHECK NO. VIRGINIA PUBLIC ASSISTANCE: 10-1-54 2-1-54 1-1-55 8-1 10-1 11-I 1 12-1 1 1 1 1 1 1 1 31 31 31 31 31 51 31 $i 5! $1 $I 61 51 51 51 51 $1 51 51 $i $1 51 IfALE 43568 43890 44764 47538 48154 485g~ 48634 48994 ,189'98 49068 49091 49097 49112 49J.1~ 49184 49175 49189 49190 49!9~ 49197 49198 49199 49~d'0 49201 49203 49204 492C 5 4920~ 49207 49208 4920~ 49210 49~1! 4921S 49214 49~15 49~1o 4~_,17 49219 49 21 4 ~223 49224 49225 49~31 49~3~ 49~34 ~,oroy Smith John T. Ho!l~nd, Jr. I, iar 't ]:.~a Riddick Armie Fife klrs. 'g. S. ~ora Gr m~dy Sm%ator i14~ y Wil son GP ~ndy Sane.~or i~, Ri~. ard B~'~ ght ~lnor~ Litchel~ ~ie Bell John Freem~ ~.~ ~u Blackweil ~adie Davis Nary Liili e '~' Lula Thomason Rosalen~ F. Simpson Bessie Kel!am Betty D. J. Vaugh~ F. I. C. A. Contribution ~.nd Rosalens F. Simpson F. I. C. A. Contribution ~nd j~,tee Motor Company Princess ~ne TelephbneCo Inc. ' -~ o~atlon~y Co Inc. Nor.~o~ ~ ' Treas~3~er of Virginia Kell~m & Eg~ ~n Inductance Co. ~et~ B~rton Dilcie d. Beasley ~olly B. Dize Nfs. i-. ii. ~len '~'~?. J. L. ~argrove Nr. C. W. Cas~ Nr. Fred A. Haynox Mr. 7~. E. Wi ]_liams on Nr J. L. ~ ~'~ v l,,r~.~.. , P . H. ~Alen ~. Fred A. DePaul Hos-oit~l ~ ..... ' Edison Iuc Nfs. Rose SevmoPe ~. EstlteP ~¥~idgette Mrs. Brooks Eazel Ferebee Ja. ceueline ~owers Jacquelh:~e Flowers · 6nvders ~,=~'~. dtore D:,, 'Ies].eyz, ~- , Jcne.., PAGE 13 ~MOUI~ 28.50 27.50 ~.50 5.55 30.5O 24.50 30.50 16.00 25.50 40. CO 32.00 18.50 14. O0 ~ .50 15.50 328 .~0 ~ .40 ~ .40 ;.06.20 29.30 4 .CO 2:9.30 6.18 30.45 16.55 2.95 15.83 41.02 19.67 18.13 5.46 11.76 4.20 2.80 ! .40 5(). O0 50.00 5O. 00 50.00 50.00 5. O0 50 .(.0 45.60 45.00 45.00 50.00 50. o 0 45 .(;;0 40.00 50. CO =~ O0 35. & 0 SO.OO 40. OC 40 .O0 .75 S2.65 3.0C ,484.16 P A. CfE 14 12-,:m1-55 20 $1 L~v,~d_s Smiti~, Treasurer Lewis: Si~ith, Treasurer D. J. V3~u,~han, Trsasuz'av S8.50 55.0C 40.00 Total AT AN ADJOURNED MEETING OF THE BOARD OF SUP~-RVI$ORS OF PRINCESS ANNE COUNTY, VIRGINIA, HELD JANUARY 13, 1956. The following resolution was presented for adoption: RESOLVED, that whereas, D. J. Vaughan has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer, as of January l, 1956. The School Textbook checking account in the BANK OF VIP~JINIA BEACH, VI~JINIA, with a bank balance of $74,718.71 (per bank records) and a check outstanding of $325.87, as shown per the following recon- cilement with the treasurer's records, is hereby authorized to be changed from COUNTY OF PRINCESS ANNE, VIB~INIA, SCHOOLS TEXTBOOK FUND, c/o F. W. COX, By D. 3. VAUGHAN, TREASURER to read as GOUNTY OF PRINCESS ANNE, VIRGINIA, SCHOOLS TEXTBOOK FUND, By V. A. ETHERIDGE, TREASURER, effective as of January 1, 1956, and that no checks bearing the signature of outgoing treasurer except the one described hereinbelow, are to be charged against the said account: Balance per bank statement and confirmation 12-31-55 $ 74,718.71 Deduct: Checks against this account charged by bank in error to regular checking account (corrected by bank in January 1956), 66.462,~. Balance, $ 8,256.15 Less - Check Outstanding: 11-15-55 - #16 - Silver Burdett Company 325,87 Balaace per treasurer's records 12-31-55 $ 7,930.28 The said bank is requested to send all future statements, paid checks, notices, etc., dealing with the said account, to the new treasurer, Princess Anne, Virginia. The said bank is requested to amend or execute a new escrow agreement for the safeguard of county funds on deposit in said bank, naming the new treasurer as replacing the outgoing treasurer, where cited in the agreement. A copy of this resolution is to be forwarded to the said bank for its files. A COPY TESTE: JO~/FEN/RE~', ~K AT AN ADJOURNED MEETING OF THE BOARD OF SUPERVISORS OF PRINCESS ANNE COUNTY, VIRGINIA, HELD JA~JARY 13, 1956. following resolution was presented for adoption: RES~ILVED, that whereas, D. 3. Vaughan, has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer, as of January 1, 1956. · ~'ne bond and coupons account in the CHASE NL~NHATIAN BANK, with a balance of $25°00 is hereby authorize4 to be changed from COUNTY OF PRINCESS ANNE, VIRGINIA, BOND AND COUPON ACCOU~, By D. 3. VAUGHAN, TREASURER, to read as COUNTY OF PRINCESS ANNE, VIRGINIA, BOND AND COUPON ACCOUNT, By V. A. ETHERIDGE, TREASURER. effective as of January 1, 1956. The said bank is requested to send all future statements, paid bonds, coupons, notices, etc., dealing with the said account to the new treasurer, Princess Anne, Virginia. A copy of this resolution is to be forwarded to the said bank for its files. COPY ~o ,,. · JOHN K BY: D.C. AT AN ADJOURN~ MEETIN3 OF THE BOARD OF SUPERVISORS OF PRINCESS ANNE COUNTY, VIRGINIA, HElD JANUARY 13, 1956. The following resolution was presented for adoptions RESOLVED, that whereas, D. J. Vaughan has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer as of January 1, 1956. The bond and coupons account in the NORFOLK OFFICE of the NATIONAL BANK OF CON~ERCE, with a balance of NON]~, is hereby authorized to be changed f~om COUNTY OF PRINCESS ANNE, VIRGINIA, BOND AND COUPON ACCOUNT, By D. 3. VAUGHAN, TREASURER, to read as COUNIY OF PRINCESS ANN~, VIRGINIA, BOND AND COUPON ACCOUNT, By V. A. ETHERIDGE, TR~ASUP~R, effective as of Jamuaxy l, 1956. lhe said bank is requested to send all future statements, paid bonds, coupons, notices, etc., dealing with the said account to the new treasurer, Princess Anne, Virginia. A copy of this resolution is to be foz~arded to the said bank for its files. A COPY ,ESTE. ' AT AN ADJOURNED MEETIi~ OF ~'fliE BOARD OF SUPERVISORS OF PRINCESS ANNE CCUNTY, VIRGINIA, HELD JANUARY 13, 1956. The followin9 resolution was presented for adoption: R~$OLVED, that whereas, D. J. Vaughan has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer as of January 1, 1956, The bond and coupons account in the HANOVER BANK, with a balance of $50.00 is hereby authorized to be changed from COUNTY OF PRINCESS ANNE, VIRGINIA, BOND AND COUPON ACCOUNT, By D. J. VAUGHAN, TREASURER, to read as COUNTY OF PRINCESS ANNE, VIRGINIA, BO~D AND COUPON ACCOUNT, By V. A. E~"]~ERIDGE, TREASURER, effective as of January 1, 1956. The said bank is requested to send all future statements, paid bonds, coupons, notices, etc., dealing with the said account to the new treasuzer, Princess Anne, Virginia. A copy of this resolution is to be forwarded to the said bank for its files. A COPY TES TE~"'~BY: ' DeC, AT AN ADJOURNED MEETIN3 OF THE BOARD OF SUPERVISORS OF PRINCESS ANNE COUNTY, VIRGINIA, HElD 3ANUARY 13, 1956. The following resolution was presented for adoption: RESOLVED, that whereas D. 3. Vaughan has relinquished his office as County Treasurer as o6 December 31, 1955, and has been succeeded by V. Alfred E~heridge as County Treasurer, as of January 1, 1956. The bond and coupons account in the SEABOARD CITIZENS NATIONAL BANK, with a balance of $50.00, and a deposit in transit of $32,$00.00, is hereby authorized to be changed from COUNTY OF PRINCESS ANNE, VI~3INIA, BOND AND COUPON ACCOUNT, By D. J. VAUGHAN, TREASURER, to read as COUNIY OF PRINCESS ANNE, VIRGINIA, BOND AND COUPON ACCOUNT, By V. A. ETHERIDGE, TREASURER, effective as of 3anuary 1, 1956. The said bank is requested to send all future statements, paid bonds, coupons, notices, etc., dealing with the said account to the new treasurer, Princess Anne, Virginia. A copy of this resolution is to be forwarded to the said bank for its files. A COPY TESTEr 3OHN D.C. AT AN ADJOURNED ~EETING OF THE BOARD OF SUPERVISORS OF PRINCESS A~NE COUNTY, VIRGINIA, HELD 3ANUARY 13, 1956. The following resolution was presented for adoption: RESOLVED,, that whereas D. 3. Vaughan has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer as of 3anua:y l, 1956. The bond and coupons account in the BANK OF VIRGINIA BEACH, with a balance of NONE, and a deposit in transit of $990.00, is hereby authorized to be changed from COUNTY OF PRINCESS ANNE, VIRGINIA, BOND AND COUPON ACCOUNT, By D. 3. VAUGHAN, TREASURER, to read as COUNTY OF PRINCESS ANNE, VIRGINIA, BOND AND COUPON ACCOUNT, By V. A. ETHERIDGE, TREASURER, effective as of January 1, 1956. The said bank is requested to send all future statements, paid bonds, coupons, notices, etc., dealing with the said account to the new treasurer, Princess Anne, Virginia. A copy of this resolution is to be forwarded to the said bank for its files. A COPY TESTEr JOHN D.C, AT AN ADJOURNED ~{EETIN3 OF THE BOARD OF SUPERVISORS OF PRINCESS A~NE COUNTY, VIRGINIA, HELD JANUARY 13, 1956. The following resolution was p=esented for adoption~ RESOLVED, that whereas D. J. Vaughan, has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer as of January 1, 1956. The bond and coupons account in the BANK OF NEW YORK, with a balance of $1,670.00, and a deposit in transit of $43,823°00, is hereby authorized to be changed from COUNTY OF PRINCESS ANN~, VIBGINIA, BOND AhDCOUPON ACCOUNT, By D. J. VAUGHAN, TRF. ASURER, to read as COUNTY OF PRINCESS ANNE, VIBGINIA, BOND A~DCOUPON ACCOUNT, By V. A. ETHERIDGE, TRF~SURER, effective as of January 1, 1956. The said bank is requested to send all future statements, paid bonds, coupons, notices, etc., dealing with the said account to the new treasurer, Princess Anne, Virginia. A copy of this resolution is to be forwarded to the said bank for its files. A COPY BY: ' D .C. AT AN ADJOURNED MEETING OF THE BOARD OF SUPERVISORS OF PRINCESS ANNE CCUNTY, VIP~3INIA, HELD JANUARY 13, 1956o The following resolution was presented for adoption: RESOLVED, that whereas D. 3. Vaughan has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer, as of 3anuary 1, 1956, The bond and coupons account in the E~PIRE TRUST CQMPANY, with a balance of $55,00 is hereby authorized to be changed from COUNTY OF PRINCESS ANNE, VINSINIA, BOND AND COUPON ACCOUNT, By D. J. VAUGHAN, TREASURER, to read as COUNTY OF PRINCESS ANNE, VIB~INIA, BOND AND COUPON ACCOUNT, By V. A. ETHERIDGE, IREASURER, effective as of January 1, 1956. The said bank is requested to send all future statements, paid bonds, coupons, notices, etc., dealing with the said account to the new treasurer, P~incess Anne, Virginia. A copy of this resolution is to be forwarded to the said bank for its files. A COPY TESTEr JOH~TV,~ FF~T~, ~LERK D.C. AT AN ADJOURN~ MEETING OF ~HE BOARD OF SUPERVISORS OF PRINCESS ANNE COUNTY, VIF~INIA, HELD JANUARY 13, 1956. lhe following resolution was presented for adoption: RESOLVED, that whereas, D. 3. Vaughan has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer, as of 3anuary l, 1956. lhe savings account in the BANK OF VIRGINIA BEACH, VI~3INIA, with a balance of $415,062.53 is hereby authorized to be changed from COUNTY OF PRINCESS ANNE, VIF~3INIA, By D. 3. VAUGHAN, TREASURER to read as COUNIY OF PRINCESS ANNE, VIP~3INIA, By V. A. E~EHIDGE, TREASURER. effective as of 3anuary 1, 1956. The said bank is requested to send all future statements and matters dealing with the said account to the new treasurer, Princess Anne, Virginia. The said bank is requested to amend or execute a new escrow agreement for the safeguard of county funds on deposit in the said bank, naming the new treasurer as replacing the outgoing treasurer, where recited in the agreement. A copy of this resolution is to be forwarded to the said bank for its files. A COPY D.C. AT AN ADJOURNED MEETING OF I]~E BOARD OF SUPERVISORS OF PRINCESS ANNE VIRGINIA, HELD 3ANUARY 13, 1956. The following resolution was presented for adoption: RESOLVED, that whereas, D. J. Vaughan has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer as of January 1, 1956, lhe savings account in the VIRGINIA BEACH OFFICE of the NATIONAL BANK OF CO~J~ERCE, with a balance of $41,294.63, is hereby authorized to be changed from COUNTY OF PRINCESS ANNE, VIRGINIA, By D. J. VAUGHAN, TREASURER to read as COUN.~f OF PRINCESS ANNE, VIRGINIA, By V. A. EI]tERIDGE, TREASURER, effective as of 3anuary 1, 1956. · ~ne said bank is requested to send all future statements and matters dealing with the said account to the new treasurer, Princess Anne, Virginia. The said bank is requested to amend or execute a new escrow agreement for the safeguard of county funds on deposit in the said bank, naming the new treasurer as replacing the outgoing treasurer where recited in the agreement. A copy of this resolution is to be forwarded to the said bank for its files. A COPY '1~ ~ · ~ · ES,.E, JOHN V_. FENTRE~,%~., C~ERK D,Co AT AN ADJOURNED MEETING OF THE BOARD OF SUPERVISORS OF PRINCESS ANNE COUNTY, VIRGINIA, HELD January 13, 1956. .~he following resolution was presented for adoption: RESOLVED, that whereas, D. 3. Vaughan, has relinquished his office as County Treasurer as of December 31, 1955, and has been succeeded by V. Alfred Etheridge as County Treasurer as of January 1, 1956, The savings account in the SEABOARD CITIZENS NATIONAL BANK, with a balance of $43,338.04, is hereby authorized to be changed from COUNTY OF PRINCESS ANNE, VIRGINIA, By D. J. VAUGHAN, TREASURER to read as COUNTY OF PRINCESS ANNE, VI~JINIA, By V. A. ETHERIDGE, TREASURER, effective as of January 1, 1956. The said bank is requested to send all future statements and matters dealing with the said account to the new treasurer, Princess Anne, Virginia. lq~e said bank is requested to amend o~ execute a new escrow agreement for the safeguard of county funds on deposit in the said bank, naming the new treasurer as replacing the outgoing treasurer where recited in the agreement. A copy of this resolution is to be forwarded to the said bank for its files. A COPY R~$OLUTION WHEREAS, The District Engineer, Corps of Enfineers, United States Army, lqorfolk) Virgin~, h&s pre~red ~ mter~ study and report ~ted ~ay 1~54 of I pr~sed improv~ent o~ L~ven ~et and its co~e~i~ ~ters, which study and report includes a revise~ phn ol ~provement for the L~ven River a~ its c~ect~f ~tero, pr~idin$ for ~ entrance c~el IZ feet deep ~d 150 feet wide ir~ ~e 12 foot cont~ in L~ven R~do (Che~peake by) to and through the highly bridge crop.ins L~ven ~letf into a moor/nS and t ~rn~8 ~ain in the ~~ven River k~ed~tely upstr~m ir~ the aforesaid bridge, and from ouch ~ a chnnel 9 feet deep and ~ feet wide t~oush the existing Lons Creek-Br~d B&y c~nel or ca~l, into Br~d Bay and thence anther churl n~ excreting 7 lest deep ~d ~0 feet wide from Br~d Bay vh t~ Narrows into L~orn WHERE., the initiation of the accomplishm ~nt of ~e afore~id of im~oveme~ is contingent upon the f~fillment of certain items of coopera- tion by l~al interests; and W~REAS, the Cowry of Princess ~ne, ~n consideration of ~e 8eneral and spec~l benefits which will accrae to the ~id Co~ty of Process ~e should the aforesaid phn of im. provemen~ be ~dertiken and accomplished by the United S~tes, deoires to meet tt~e condition of 1oc&l cooperation; and WHER~S, in connection with ~e alore~i~ proposed improvement Co~y of Princess Ae deems and considers it advisable and to the interest of t~ Cowry to instil and erect a check ~m,mrooo The between Br~d Bay and ~khorn ~ay, for the purpose of prev.~:~tlnS e~ra- ordi~ry and unusual tides in the Lin~orn hy NOW ~ T~REFORE, BE ~ RESOLVED, T~t ii the aforesaid p~:fl ol impr~ement ~ the L~ven River and its c~ection ~tera ia a~horised a~ undert&ken by the United States, the County o£ t>rincees Anne will construct, or c&~se to be constructed &t & cost not exceed- in~ $100,000.00 a check dam at a height of &pproxtmately 10 £eet &cross The Narrows &nd between Bro~d Bay and Linkhorn B&yo providin~t &n &ccess or channel therethrou~h not exceedin~ $0 .fees in width &nd 7 £eet deep. All vo%ing yes: Passed by unanimous vote by the Board of Supervisors at its regular meetin9 on 3anuar¥ 23rd, 1956. COPY ~o,~.. JOHN V. FENTRESS, CLERK D.C RESOLUTION WHEREAS, the District Engineer, Corps of Engineers. United States Army. NorfoLk. Vir~nLa, has prepared an interim study and report dated May 1954 of a proposed improvement of Lynnlmven Inlet and its connect= lng waters, which study andreport indludes a revised plan af improvement for the Lynntmven River and its connecting waters, providing for an entrance channel 12 feet deep and 150 feet wide from the 12 foot contour in Lyrmhaven Ro~ds {Chesapeake l~&y) to and through the htshway bridge crossin~ Lynn- haven Inlet, into a mooring and turning 'basin in the [Lynnhaven Hirer immediately upstream fromthe aforesaid bridge, and from such basin channel 9 feet deep and 90 feet wide through th:~' existing Long Creek Broacl Bay channel or canal, into tlroad Bay and thence another channel not ceeding 7 feet deep and 50 feet wide from Broad Bay via the 1'4arrows into Linkhorn Bay; a~ud WHEREAS, the initiation of the accomplishment of the a£ore~aid plan of improvem~nt is c nntinl~ent upon the fulfillment of certain items of cooperation by local interests; and ~/HIEKEA$, the County of Princess .Anne, in consideration of the seneral and special benefits which will accrue to the said County of Princess Anne should the aforesaid plan of improvement be undertaken and accomplished by the United States, desires to ~eet the conditions of local cooperation; NOW, THEP. EFOI~E, BE rr t~.ESOLVED, That ff the afores&id plan of improve- ment of the Lynnhaven River and its connectin~ waters is authorized and undertaken by the United States, the County of Princess Anne walt: (a) Construct, or cause to be constr~cted, & new highway brid~e on Route ~ across the ~o~ ~y Canal to pr~ide a mi~xn~ horison~l clear.ce of 60 feet and a vertical clearance of 35 feet at m~n high water, and rem~e, to the satisfaction of theDietrict End.esr ~ c~r~e oi the lo~lity, the exist~g low level /ixed brid~e crossin~ t~s ~a~l~ it be/n~ ~dersto~ t~t ~e Federal Gover~ent will contribute a of money to~rds the cost of this brid~e, such sum to be on an apportionment of the to~l costs m accor~nce with the provisions of the Traman-Hobbs Act of 21 J~e 1940, as amended by the Act o[ 16 ~uly {b) Assure the privision and operation of a mari~ and/or terminal for the use of recreatio~l and sport fishin~ craft, such facilities to provide at least 400 linear feet of ber~in~ s~ce wt~ ad~te shore and water access thereto, and wi~ such services as may be required for full utilization of the aforesaid improvement by the public on equal and terms; {c) ASsure the c~trol of pollution in the ~ters ot the L~n~ver,. River and its ~stern andWestern Branches, Lon~ Creek, Broad Bay and Linkhor~ Bay; {d) ~r~ide, or cause to be provided, an ~d~te public termini for co~erc~l vessels, includin~ those o~rated by co--etch1 fishermen, t~ terrain1 facility to a~rd not t~n ~00 liner /est of berthin~ s~ce ~th adeq~te shore and water ~ccess thereto, and wi~ such services as my be required /or full utili~tion of the a/oresaid improvement by the public on ~q~l and r~so~mble terms; and (e) To secure and obtain, or cause to be obtained, releases fromshellflsh interests, both State and private, to permitihe Federal Government to perform the initial dredging and subsequent maintenance o£ the compre= h~nsive improvement. (f) To provide or cause to be provided, ade- qtmte disposal areas for all material to be removed by the Corps o! Engineers in accomplishing the initial improvement and its subsequent maintenance;' ~ To convey, or cause to be cmveyed, to the United States, such permanent easements as may be necessary for the construction and rnaintenance of th~ aforesaid improve- rnents, including the chav~nel through thc presently existing canal connectiong Long Greek and Broad Bay; (h) Hold and save thc United States free from all claims for damages that may result from construct[on and '.maintenance of the i~provern n~; IT BE FURTHER RESOLVED that certified cople~ of this resolution be furnished theDistrict Engineer, Corps of Engineer s, United States ;\rrny, Norfolk, 'Virginia, to serve as assurance to abe Secretary ol the .Army of the United States tha~ th~: Coanty of Princess Anne, Commonwealth of Virglnia, will undertake fuifillment of the foregoing items of local cooperation. All voting yes: Passed by unanimous vote at the regular meeting of Supervisors at its regular meeting on January 23rd, the Board of 1956. A COPY TESTE: JOHN V. FENTRESS, CLERK D.( TO THE BOARD (F SUPERVISORS CF PRINCESS ANNE COUNTY: The undersigned Committee appointed by the Board of Supervisors of Princess Anne County to ma_We a preliminary study of proposed plans for sewage disposal which will arise from the con- tinued expansion of the Building Program in Princess Anne County, respectfully reports that it has made a study of the provisions of the law and the problem' at hand. It is apparent to the Comm~ttee that in the fast growing areas of the County some means, other than septic tanks, is necessary for the disposal of sewage. We feel that the problem is of grmat im- portance to home owners, developers, and to the County. We must select a plan or plans which will be suitable to all areas. There is immediate need in parts of Lynnhaven and Kempsville Districts, where there exists the great expansion in home building. To assist us in trying to reach a solution, we have obtained advice from some persons fsmiliar with the collections, treatment and disposal of sewage. We believe that it will be necessary to first determine whether a sewage collection and treatment system should be established and operated by (1) the County Board of Supervisors, or (2) a sanitation authority, or (3) more than one sanitation authority in the County, or (4) by the developers of the va'rious housing projects. Each of these methods have merit, advantages, and disadvantages. We believe that be- fore any decision can be made as to which plan or method should be followed, a determination should be mede of the types of operations in other localities similarly situated. To attempt a solution of the problem with the information available to the Cca~ittee, or to the Board of Supervisors, might prove very unsatisfactory. The method which might be adopted for use today probably would be inadequate tomorrow. It is therefore apparent that before any determination can be made or action taken, any Committee or Board studying the problem should have the advice and recommendations of persons experienced and qualified in this field. Your Board should make available to the Committee studying the problem, the services of a competent engineer who would make a survey of the Lynnhaven and Kempsville areas immediately preparing for development, and where development is contemplated in the immediate near future. Such engineer should advise the type and kind of sewage collection and treatment best adapted to the locality. Your Board will be particularly interested in the future operation of the treatment plants, and what to means and regulations are necessary/be taken to assure future operation, as well as the prospective cost and by whom to be paid. With the desire to render the services requested, this Committee feels that without the proper information, any recommendations which it might make would be of little value. Respectfully Submitted, Chairman - L ORDER OF THE BOARD OF SUPERVISORS OF PRINCESS ANNE COUNTY, VIRGINIA, AT A MEFTING HELD ON I'HE 2?IH DAY OF F~BRUARY, 1956, AT PRINCFSS ANNE COURT HOUSE, VIRGINIA. Before the Board of Supervisors of Princess Anne County, Virginia~~a me eti~~ in Princess Anne Court House, Virginia, on the ~ day of ~, 1966, came the petitioners, 3essie H . West, A. J. v~est, Doiis M. Ducey and Audrey Ducey Owens, and filed their petition for the appointment of Viewers to view the following property: ."hat portion of Lee Avenue north of the southern line of Lot 27A and Laurel ~lace, and that portion of Laurel Avenue north of the center line of Lot or Site 14. And also to view the adjoining property; that if' said viewers report that no inconvenience would result in a discontinuance of said streets, that this Board order the vacation of said streets; And it appearing that proper notice of the presentation of such petition has been given as required by Statute, by posting a copy of said notice on the front door of the Court House of Princess Anne County, and in two public places in the vicinity of the streets sought to be closed in these proceedings; Therefore, upon motion duly made, seconded and adopted by the affirmative vote of all present, the Board of Supervisors of Princess Anne County doth hereby appoint Ivan D. ~vlapp, V. Alfred Etheridge and 3ohn V. Fentress to enter upon and view said streets or potations thereof as set forth in the petition filed in these proceedings, said streets being shown on the plat of Lynnhaven Heights and to report to this Board at its next regular meeting whether in the opinion of said viewers any inconvenience would result in the dis- continuance, closing and vacation of said streets. All voting yes: Oi~)Ei{ Of THE BOARD Of SUPERVISO,{S OF f¥~INCHSS ANNE (3U%J~D.£, Vt,qSIi4IA, AT A ~7, EfTING HE~ o~ ,~[F 27.~i{ DAY O~ F£B}{UARY, 19_~0, ~:~T i'i:INC~5S AN~.IE C~A.J~LT ~'ioUSE, VI,qSINiA. [~e£o~e the ~oaz-d of Supe~:v£so~:s of Pzi~mess >~nne County, Virginia, at a mee'Ugn~ he$d ~n Princess ~,nne Co~:'[ Hodse, V[zgSn~a, on the-~ day of , [9.~,b, came the pe~t:~one~s, Jessie H . West, A. J. ,~est, Do~s M, Ducey and Audrey Ducey Owens, and fi[ed their- petition ioz %he appointment o~ Viewer's to view the ~o$[owin9 property: 'i'hat poztio~ of Lee ,wenue north of the southez-n line of Lot 27~ e~"~d Laurel lace, and ~ha~ poz'ti, or~ of L~;uzel Avenue no, th of the cen%e~ li~e oi Lot o~ 5ire 14. A~d also -co view the adjognin9 pzopea'~y; that if sa~d viewers =epozt that no inco~venience would ~esult in a discontinuance of said streets, %hat this Board oa'der the vacation of said s~reets; ;,nd in appeazia9 that proper notice of the presentation of such petition has been 9iven as requi~ed by Statu-ce, b'y pos~in9 a copy of said notice on 'the f~'ont doo~ .;f the Cou~'t House of Princess ~lme ~ount7, and ~a two public places in ~he vic~']it'f of tl~e st="eets sought to be closed in ti~ese p~oceedings; Therefore, upon motion duly made, seconded and adopted by the affizma%ive vo%e of all present, ~he Board of Supervisors of F=incess ~,nne County doth hereby appolnt I~an D. ~apj:>, V. Alfred Ethe=idge and Iohn V. Fent~'ess 'to enter upo~ and view said stzee~s og po~io~s theg~eof as set f'o~th in the peri'Lion filed in ~hese p~'oceedings, said st~ee%s bein9 show~.~ on the ~.'la't of Lynnhaven Heights and %o }:epo~t %o this Board ag its next ~egula~ meetJ, ng whether in the opinion of said viewer's any inconvenience wo~ld ~esult in the dis- conLinuance, closing and vacation of said streets. All voting yes: Befoz'e tile Boazd of Gupezvisozs of ?~:.i~me.%s Anne County, Vizginia, at a m~ held ~ ~'z~ncess ~'~"~e Codzt ~'io~se, Virginia, on ~he 2~ay of 19:.6, came the pe~l,~ione~s, Jessie H . ?~es%, ~:~..J. ,,est, Dozis ~. Ducey aad Audze? D~cey ~.~ens, and filed %hei~ petition io~ the appoin%men% of Viewez:s to view the following prope~'t y: I~'~at poztioa of Lee ~ver~ue nozth cf %he southern line of Lo~ 27/~ arid Laurel lace, and 'th~% poz'tioa c,f La~,~'e% Avenue no~th of the cente~' li~ue of Lot o~ ~i%e 14. A[ld also 'to view ~he adjoir~in~ p~opez'%y; that if said viewe~-s report that no iaconvenience would ~'esul/ i~ a discontinuance of said st~:eets, that this Board ozdez %he ~'acation of said s~ree%s; ,',nd i% appeazing %hat proper notice of %he pzesen%ation of such petition has been 9ivea as z~equixed by Statute, by pos%lng a copy of said ~o'tice o~ '%he i'~o~t dooz- of the couz't. House of Princes ,:~ne ~oun'ty, a;'~d ir~ two i;ubiic places ia-~he vic=ni%y of the st~'eets sought to be closed in these pzoceedings; lheIefo~e, ~pon motion duly m~de, seconded and adopted by %he affizma%ive vote of all pzesen%, the Boazd of 5upe~visoxs of ~incess ~,,nne Go~n%y doth hereby appoint Ivar] D. :,~app, V. Alfxed Ethe~'id~e a~d 7oan V. ~e~'~tz'ess to en%ez ~F,o~ a~d view said s~ee%s oz' ~;;.&z'%io;~ t]~ezeof ss se% fozth in the peiitio~'~ filed in these p~oceed~ags, said stzeens being shown o;~ ~:he plat of Lynnhaven Heigh and %o :~epoz% %o this Boazd a% igs ~ex% ~egula~ meed:lng whethe~ in ~ op.il~]ion of said viewers any inconvenience would ~:esult in the dis- coi~%in~aace, closing and vacation of said streets. All voting yes: ,/ '//? ?, 5 ~,~30. GO ':' 5 :, 450 000. O0 600, O0 ~6,200,00 i30,0~:..00 13,572.00 15~000.00 ~,950.00 211,366. O0 !71,966,0~ 12 ~ 000., O0 I, ~0, O0 211,366.00 !956 T,~ ~e .;~'avided fo= ,as ~oli~o: C~aCi~a of Sch~l. 1956 26,200. O0 32,5-11.00 16, ,,'50.6. O0 te~BS. O0 ~00.00 500,.00 59 ,z¥15. O0 84,~:95.00 2~i:30.00 630. O0 40 ,~ 198. O0 11,250.00 2~C00.00 70 ~, 240. O0 55 ,~. O0 %50,500. O0 18,~.00 37,500.~ 2,253,125.00 3554000.00 25'500.00 1,568.00 2,253,~25.00 1097: To b~ provided for a.$ foll~s: 1.4,062.00 S~A~OA?~ DISTRiCJT ROAD DEBT FLr~ro A~ttcipated Deficit July t~ 1956 To bo p~ovided for as foll~wm: Tra:z~fer fr,~ Seab~ar~ Di~rict lm'Trovemenl: P~md 450. O§ D~,B~ Anticipated Defici~ J~ly Totml Appropriation Mempsville District ganitary Debt To be provide~:~ for 4~890.00 9 ~ 62.00 7,652.00 D~bt ,~ervice Total Appropr. ia~ion L~nnhavcn Sanitary D~bt ,1.?utvJ To b~ provided for aa folt,$m~: 65 2. O0 D~be Service To be provi~e~ for a~ followm: !87 ~ 709. O0 i87 ~ 709.00 ~i~MPSVILL~ DISTRICT $CMOOL DEf;T D~bt Service T'~ be provided for as follow~: Am~icipated Su.rplus July I, 1956 25,668.00 Togal Eet. t~;a~,ed Revenue Ke'.mpaville Diat'ric*:: $chool DebC [4~.nd 72,078,00 ~[K~GODI~TRiCT SCHOOL DEBT Service Current Total E~ima~ed ~eYenue ~ngo District School 4,000.00 3,578.00 Tha~ the ~ollo~lng su~ off ~oney be and ~he same hereby are approprta~:ed in sehoo! capital .outlay and censtruc~i, on fund~ flog the purposes speclfft, ed herein for fiscal year ondine 5uno 30, 195~. COU~ SCHOOL CAPITAl. OUTLAY Cast,al O~Clays (School Buses. ~tc.) 41 000.00 ~l~chasa o£ Sice~: In Arasonna Village (~t Indian River P~u~i¢ipated Deficit Juty 1, 1956 l!i, 000. OD 22, f~)O. O0 To~al ~pproprtatione Kempevflle D~s~ric~ School Capital Out, lay Fund __~47.500.00 To ba p~ovided for as follo~a: ~urren~ Taxe~ COUNTY SCHOOL CONSTRUCTION FUND _3!b. ooo.oo T* Ea ~rovi~ed for as ~ol!ows: T, zansier fro~ Couu.~y Emergency Fund KEHPSViLLE DISTRICT SCHOOL CONSTRUCTION F[.~D N~ Buildiu$ (East Little Creek Element. sty} Equipmmnt for Buildiu~ 274,000.00 10,000. O0 15,295.00 To~al Appropriation Kemps~ille District School T~ be provided for as follows: Construction Gran;:$ fr~ Federal Current Taxem 27~, 000. O0 _29 oo Total Estimated Revenue Kempsville School Construction Fuc. d __2~9~295.00 DISTRICT SCHOOL CONSTRUCTION N~ B~ildin~ (North Side A~t~icipat.ad Deficii~ 220,000.00 17 000.OO To~a! Appropriations Lynnhaven Di~grict School 237 000.00 T~ be provided for as follows: Current Taxes 220,000.00 17 000.00 Total Estimated Revenue Lynnhaven District School Construction 257,000.00_ SEABOARD DiSTRiCT SCHOOL CONSTRUCTION Court House ~lementary School To be provided for as follows: Conm~ruction *,~.anCs from the Federal Government Literary Fund Loan 117,4~'8.00 40,000.0_ 0 Total gs~imaCed Revenue Seaboard District School Cons~ruction ~e ou~ of ~h~ Gemeral F~, ~ha ~y ~e~aancy F~d~ ~he Co~y 5ch~l F~, ~1! ~a ~e fr~ ~he Geme~al F~ to all ah~ o~har f~d~ which hav~ levies assessed on ~he basis of ~h~ co~uC~ t~ requir~an~ iu those fu~ds the ~sess~ va!%:aaion). ~ansfers froa the Geaera! F-~d ~o ~he afor~n~ioued funds Z~ll be made ~ubject to ~e~uir~nts~ availability ~ abe pri~ciples of ~inis grab!on. Paragraph All balances of ~he approp~ia~ioms payable ouc of each f~ of Zhe ~menc~ered a~ the close of b~in~s o~ ~hs thirtieth (30) day of ~une, 1957, ~cept: o~he~l~e provid~ for, are h~reby dacl~ed ~o b~ laps~ into ~h~ surpl~ of respective f~ ~ ~hall ~ ~ed for the pay~n~ of ~he app~pria~ions which ~y be Far,%graph Four the c~en~ a~ approval of ~h~ co~m~y b~rd of au~i~zs fl~'s~ ~ obca~. ~s s~ric~!y obme~ved ~d ~o ~epor~ to ~h~ co~y board of supervisors m~y irregu~rfties. Paragca~ph Eigh~ io= e~s ~ ~co~t of ~ ~e by ~uch ofiic~=~ ~ ~lo~es of ~het~ pez~l - Paragraph Nine All traveling expense accounts shall be submitted on forms and according to re- ~latton~ prescribsd or approved by the county comptroller. Each account shall ah~w the da~es expenses were incurred or pait; points betweanwhich traveled; number of males traveled; me~hod of travel, ~ether by railroad~ steamship, bus or for-hir~, privately owned~ or county-owned automobile; pullman fare, to be oho~m separately from regular fareI hotel expenses~ meals~ incidental ~xpe~ses such as telegrams~ telephone calls, etc. The county cempC~'oller is specifically directed to ~i~hholt amount~. Paz'aEra~h Ten of the funds appropriated shall apply only to the lump a~ amounts for clas~es of ~pendlturem which have bean included in this ordinance. Paragraph Eleven All ordinancel~ and par~$ of ordtnance$ inconsistent with ~he provisions of this ordinance be and the same are hereby repealed. Tiffs OtlDtNANCE S~ALL BgCOMg gFFECTIVE O~ J~LY FIRST, MINETEE~ HUNDP~D AND AN ORDINANC~ signifying the intention of the Board of Supervisors of Princess Anne County, Virginia, to create an Authority under the Virginia Water and Sewer Autho=ities Act (Code of Virginia, 1950,~Sections 15-764. I to 15-764.32, inclusive) for the purpose of acquiring, constructing, improvinl~, extending, operating, and maintaining a water system or systems, a sewer and sewage disposal system or systems, and a garbage and refuse col- lection and disposal system, and for the purpose o£ exercisi, lag the powers con- ferred by said act, · , THE BOARD OF SUPERVISORS OF PRINCESS ANNE COUNTY HEREBY ORDAINS: SECTION 1. That it is the intention of the Board of Sup- ervisors o£ Princess Anne County, Virginia, to create an Authority under the Virginia Water and Sewer Authorities Act (Code o£ Virginia, 1950, Chapter 22, 1, Sections 15-764.1 to 15-764.32, inclusive) to be known as "Princess Anne County Water and Sanitation Authority", £or the purpose of acquiring, con- structing, improving, extending, operating, and maintaining a water system or systems, water distribution system or systems, a sewer system or systems, a sewage disposal system or systems, or a garbage and refuse collection and disposal system or any combination of such systems within or partly within and partly without one or more political subdivision or subdivisions of the County of Princess Anne, with full powers as provided in Section 15-764. l~- of the Code of Virginia, 1950. SECTION 2. ~e initial purposes of the Authority shall be to accept such systems the cost of construction of which shall be w~11y or partially borne by any developer acceptable to the Authority and conveyed to the Authority by such developer. The initial projects to be undertaken by the Au- thority are: ~ :~, Kempsville Manor Further projects may be undertaken by the Authority by subsequent ordinance or resolution of the Board of Supervisors, after public hearing, and with or without a referendum. SECTION 3. That the Articles of Incorporation of the Princess Anne County Water and Sanitation Authority, in substantially the form set forth in SeCtion 6 of this Ordinance, shall be executed on behalf of the County of Princess Anne by the Board of Supervisors of said County and the seal of said County shall be affixed thereto and attested by the Count~ Clerk. The Chairman of the Board of Supervisors and the County Clerk are hereby authorized, em- powered and directed to do all things necessary and appropriate to create said Authority under the provisions of the Virginia Water and Sewer Authorities Act. SECTION 4. That a public hearing, as required by Section 15-764. 5 of the Code of Virginia, 1950, shall be held in the County of Princess Anne, Virginia, in the Board of Supervisors Room at Princess Anne Court House, on_ _ ~~ ~ 195~, at the hour of o~clock, ~h~, for the purpose of hearing any and all objections which may be made to this ordinance of intention to create said Princess Anne County Water and Sanitation Authority. SECTION 5. That the County Clerk shall be and is here- by directed to cause a copy of this Ordinance to be.published as required by sa- id Section 15-764, 5 of the Code o£ Virginia, 1950, once, at least ten days prior to such public hearing, in the VIRGINIA BEACH SUN NEWS ( a newspaper of general circulation in the County of Princess Anne), together with a notice de- scribing such Ordinance in substantially the following form: "NOTICE IS HEREBY GIVEN, that pursuant to the provisions of the Virginia Water and Sewer Authorities Act (Code of Vir- ginia, 1950, Sections 15-764.32, inclusive), a public hearing will be held on visors Room, at Princess Anne Court House, Princess Anne, Virginia, at the hour of / ~ ...... otclock ~ki., on the following Ordinance adopted by the Board of Supervisors signifying its intention to create the Prin- cess Anne County Water and Sanitation Authority. (INSERT A COPY OF THE ORDINANCE) In the event substantial opposition by prospective users of the proposed facilities of said Authority is presented at said hearing the Board may, in its discretion, call for a referendum on the question of under- taking the projects named in such Ordinance, or, in the event 10 per centum of the qualified voters of the County of Princess Anne, Virginia, file a petition with the Board at the hearing calling for a referendum, the Board will order such a referendum, Onthe Board will cause to be filed with the State Corporatio~l Commission a copy of the Ordinance including Articles of Incorporation of the Princess Anne County Water and Sanitation Authority, together with proof of this notice. Immediately following such hearing or any adjournment thereof the Board will furnish said Commission with a record of the proceed- ings at such hearing and, unless a referendum is duly requested or initiated, the Board will formally request said Commission to act upon the matter of the issuance of a Certificate of Incorporation of the Authority. John V. Fentress, Clerk of Princess Anne County, Virginia SECTION 6. ARTICLES OF INCORPORATION OF PRIN- CF, SS ~%NNE COUNTY WATER AND SANITATION AUTHORITY. Pursuant to the provisions of the Virginia Water and Sewer Authorities Act (Code of Virginia, 1950, Chapter 2Z. 1, Sections 15-764. 1 to 15-764. 32, inclusive), the Board of Supervisors hereby signifies its intent to create an Authority. (a) The name of the Authority shall be "Princess Anne County Water and Sanitation Authority" and the address of its principal office shall be Princess Anne, Virginia. (b) The name of the incorporating political subdivision is County of Princess Anne, Virginia, The names, addresses and terms of office of the first members of the Board of said Authority are: NAME OF MEMBER ADDRESS TERM OF OFFICE (c) The powers of the Authority created hereunder sha!l be exercised by five members, or not less than one member from each parti- cipating political subdivision. No member shall be appointed for a term of more than four years. Should one or more additional political subdivisions join this Authority, each of such joining political subdivisions khall have one member on the Board. The first of such members shall be appointed immediately up- on the admission of the political subdivision into the Authority for a full term of years equal to that fixed for the other members of the Board. No member of the Board shall be appointed for a term longer than four years. The mem- bers of the Authority shall elect one of their number Chairman of the Autho- rity and shall elect a Secretary and a Treasurer who need not be members of the Authority. The offices of the Secretary and Treasurer may be combined. A majority of members of the Authority shall constitue a quorum and the vote of a majority of members shall be necessary for any action taken by the Autho- rity. No vacancy in the membership of the Authority shall impair the right of a quorum to exercise all the rights and perform all the duties of the Autho- rity. The l~rincess Anne County Board of Supervisors may by ordinance or resolution provide for the payment of compensation to the members of the Autho- rity and for the reimbursement to each member of the Authority of the amount of his actual expenses necessarily incurred in the performance of his duties. (d} (1) The purposes for which the Authority is created are to acquire, construct, improve, extend, operate, and maintain a water system or systems, a distribution system or systems, a sewer system or sy- stems, a sewage disposal system or systems, or a garbage and refuse collec- tion and disposal system or any combination of such systems within or partly within and partly without one or more political subdivision or subdivisions of the County of l~rincess Anne. (~-) The followini~ are prelimanary estimates of capital costs and initial rates lor services for the proposed initial facilities of the Authority, as certified by responsible engineers: ITEM PRELIMINARY ESTIMATES OF CAPITAL COSTS SEWAGE CONSTRUCTION COST Kemp sville Manor Sewers & appurtenances $12,500. O0 Sewage Treatment Facilities $14, 000.00 TOTAL ESTIMATED COST $26,500.00 *This total included interest, during the period of construction, engineering, fiscal and legal services, land and rights of way, funds for incidental opera- tions and contingencies. INITIAL RATES TO USERS OF THE PROPOSED SEWAGE FACILITIES It is anticipated from certification by responsible eU~i- neers that the initial rates for the services of the proposed sewage facilities will be approximately Three Dollars and Fifty Cents per month for each unit serviced. INITIAL RATES TO USERS IN PRINCESS ANNE COUNTY FOR SERVICES OF THE PROPOSED WATER FACILITIES It is anticipated that the initial rates for the services of the proposed water facilities will be approximately 100% of the water rates now in effect by the City of Norfolk to users in Princess Anne County. IN Y/ITNESS VCHEREOF, the County of Princess Anne has caused these Articles of Incorporation to be executed by the Board of Supervisors of said County, and the seal of said County to be affixed hereto and attested this day of October, 1955. Chairman ATTEST: Clerk, Circuit Court A COPY TESTE , Clerk VIf{3INIA: The regular meeting of the Board of Supervisors, of Princess Anne County, was held in the Supervisor's Room, of the ~lerk's Office, on Monday, February 27th, 1956, at ten o'clock A. M. Motion by ~ir ~ · , and seconded by that the following Ordinance be adopted: WHEREAS, by ordinance of this Board, adopted on the 23rd day of January, 1956, upon the application of Jessie H. West, A. J. West Doris ~4. Ducey and Audrey Ducey Owens, after due no%ice having been given, Ivan D, Mapp, V. Alfred Etheridge and 3ohn V. Fentress, were appointed as viewers to view that portion of Lee Avenue north of the southern line of Lot 27A and Laurel Place, and that portion of Laurel Avenue north of the center line of Lot or Site 14, as shown on the Plat of Lynnhaven Heights, and to report in writing whether, in their opinio any, and if any, what inconvenience would result from the discontinuanc~ of the sa id street; and WHSRSAS, the said viewers have filed a report showing that they have viewed the said property and that in their opinion no inconvenien~G would be caused by the discontinuance of the said street., and that their report further shows that the said streets have not been opened on the ground; therefore BE IT ORDAINSD BY THE BOARD OF SUPERVISORS OF PRINCESS ANN5 COUNTY, VINJINIA: 1. lhat the ~epozt of Ivan D. Mapp, V,.Alfred 5theridge and 3ohn V. Fentress, viewers appointed as aforesaid, be filed. 2. That Lee Avenue north of the southern line of Lot 27A V and Laurel Place, and that portion of Laurel Avenue north of the center line of Lot or Site 14, which is shown on the plat of Lynnhaven Height~ whiGh plat is duly of record in the Clerk's Office of the Circuit Court of Princess Anne County, be closed, and that the said streets and port of streets are hereby vacated, and all right and interest of the ~oun~ of Princess Anne, if any, be vested in the owners of the adjoining 3. That as required by law, this Board of Supervisors dir, that the Clerk of the Circuit Court of Princess .~nne County do mark "vacated" upon that portion of the plat of Lynnhaven Heights, the said streets designated as Lee Avenue no~th of the southern line of Lot and Laurel Place, and that po~t£on of Laurel Avenue north o£ the centE line of Lot or Site 14, which portions e£ the said plat ate hereby vacated by ou~ act, All voting Yes: REPORT OF VTFWERS APFO/.NTP..T) BY ,'Il-IF BOARD OF SUPE. RVISOP, S OF PRINCESS ANN£ COUNTY, VI 1:~3 ]'N[A. lhe undersigned viewers have been duly appointed by order of the Board of Supervisors of Princess Anne County, Virginia, on the 23rd day of Ianuary, 1956, to view that portion of .Lee Avenue north of the southern line of Lot 27A and Laurel Place, and that portion of Laurel Avenue north of the center line of Lot or Site 14, and the adjoining property in connection with the petition of Jessie H. West, A. 3. West, Doris 1%4. Ducey and ;udrey Ducey Owens for the closing of said streets, do hereby report that they have Iziewed s~id streets and adjoining property and in their opinion no incon- venience would result from the discontinuance of the said streets; that the interest of no party concerned would be injured ox damaged; that such streets have not been improved, opened or used as streets or passageways. Whereupon, upon motion duly made, seconded and carried by the affirmative vote of all present, the report, of the viewers is hereby accepted, approved and ordered filed, and it is hereby ordere¢ that the poxtion of Lee Avenue north of the southern line of Lot 27a and Laurel Place, and that portion of Laurel Avenue north of the center line of Lot or Site 14, as shown on the plat of Lynnhaven Heights, be, and the same is hereby discontinued, closed and vacated. IN WI/NESS ~E~OF sa~/viewe~s have hereunto set their the / / hands. The d~ldezsigr,ed v£ewezs have been duly appointed by older of the ~,~azd of Supezvisors of Pz~ncess ~knne County, V~zg~n~a, on the 23zd day of 7anuazy, 19.;6~ to v~ew that poz~on of ~e ,,venue nozU'~ of the southern l~ne of LOt 27A and Lau~e~ P~ace, and that poz't~on of Lauzel ¢~venue nozth of the cente~ ~ne of Lot aad the adjoi~'~ag ~:;zopezts, ~n connection with ~he petition of Jessie ~J. ~es~, ,,. j. '¢~est, ~';ozis 14. L~ucey and ud~ey' J~ucey Gwens foz the c~os&n9 of said s~zeets~ do hezeby z'epozt U'~a~ ~hey have ~$ewed ~id stzee~s and adjoining pzopez~y and in ~:heiz opinion no incon- ~er~ence would zesuit fzom the d~scontinuance of the saSd stzeets; that ~he tn~ezest of no pazty concezned would be ~njuzed oz damaged; tha'c suc~ stzeets have not been implored, opened oz used as oz passageways. ~hezeu~.>on, upon motion duly made, seconded and call&ed by the aff'izmat£ve ~,o~e of all pzesent, the zepoz~ of ~he viewezs is nezeby accepted, appzoved a~d ozdezed f&led, a~d f-c is hezeby ozdezed ~i~at %he j;oztion of Lee ,venue nozth of the southez-a line of Lot 27a and Lauzel ~'lace, and that poztion of Laurel Aver]de ~]ozth of the cenier line of Lot oz Site 14, as shown o~] %he pla% of Lynnhaven ?~eights, be, and the same is hereby disc ~ -~ o]t~nued, closed arid vacated. i;,J ~i/N~$5 ~HE;,E~F the said viewers have hereunto set their hands. John V. Fen"cress. ~ard Of ~qu:Lliza,;:ioa} l~i~te~ce ef ~u:t!di~s z~Ct Grounds Higi~ay~ Ro~j and Street Ligh~!ng ~;i~ten::~ice cf School Pi~it ville Di~:ric~ Scb. o~i Deb~ Fund 37~579.00 220,967.00 300., O0 8 :~ 500. O0 29,995. O0 2 ~000.00 ~, JO0. O~ tf~O ~ 5~ 5~ 00 i 70 ~ 240 ~ ~0 55,000~00 965,7!t.00 2.1t~366.~0 (~.4 ,.495 ,., OO 2 :~ 430, O0 ~n OD 3,960,125. O0 303,807. O0 47,500.00 237,000. O0 797,24S. O0 General Fund 1.I! !.1! 1.11 I I1 1.11 1,11 I,!1 . Bi, trier ~.ovc~ent ' i 11 1,11 .40 ,20 ~rove~n~ .24 1,0O I, 00 1. ~0 . ~2 .62 .62 ~unty ~c~oo~ ~r~ 3.~ 3,GO 3.00 3.00 $.O0 3.00 ~,00 3.0~ 3.00 ~o~ty School Debt .64 .64 .64 .64 .64 .64 .64 .6~ .6~ ~la~t!ct ~cht~ol Debt .35 .27 .27 .27 County Sa~.~o~ Capital O~Clay ,15 ,15 . i5 t5 15 ,15 ,15 !5 15 D~stric~ School C~t~ucCion ,15 .15 .15 .18 , I8 . !8 To~.al 4°90 5.50 4.90 6.60 6.60 7.00 5,70 5.70 5.90 Control .30 .30 .30 .30 5.50 4.90 6.60 6.90 7 ~ . , ~0 5.70 6,00 6.20 Increasem c~var 195~ Rate. s: General i!¢, F~mgo ~1~rovemen~ 24¢, L~n~ven Improv~n~ !2¢, Co~y School C~f~al ~tay District School Deb~ 10¢, ~mp~vi].le Di~tric~ Schwa! Debt 43~ r~svil!e School ..... ~:,g'2x ~al Outlay 'b ? /& ! /' "7 I- /b /. \ / ( ,/ /, / ...... ? Y' March 14, 1956 Planning Commission Princess Anne County Princess Anne, Va Gentlemen: This is to advise that I represent the purchasers of 208 lots in the subdivision entitled "Virginia Beach ~nnext'. They have requested me to make application to your Co~mission for permission to open certain streets therein. In compliance with this request, application is hereby made for permission bo open, grade and surface all of California ~venue, the Western two blocks of Seventeenth Street, the Northern Block of King Street, the Nor%hem block of Princess Street and the Eastern Olock of Sixteenth Sbreet, as shown on the plat of "Virginia beach ~ " made by E C ~ ~ annex, Augus% 1903, . . ~o~eman, ~.E., and o17 record in the Clerk's Office of the Circuit Court o£ Princess Anne County, Virf~inia, in ~dap book 2, at page 47. will appreciate you giving this your attenticn at the ~arch l~th meetin~3~ of bhe Board of Supervisors~ so that wor~ can be started in the near future. Yours Very truly, Hugh E. Mahanes PHos~ Vx. B~AC~ 3043 HUGH E. MAHANES ATTORNEY AND COUNSELOR AT LAW 100 VIRGINIA BEACH BOULEVARD OCEANA, VA. Narch 14, 1956 Planning Commission Princess Anne County Princess Anne, Va Gentlemen: This is to advise that I represent the purchasers of 208 lots in the subdivision entitled "Virginia Beach Annex". They have requested me to make application to your Commission for permission to open certain streets therein. In compliance with this request, application is hereby made for permission to open, grade and surface all of California avenue, the Western two blocks of Seventeenth Street, the Northern Block of King Street~ the Northern Block of Princess Street and the Eastern lock of Sixteenth Street, as shown on the plat of "Virginia Beach Annex", made by E. C. Foreman, C.E., August 1903, and of record in the Clerk's Office of the Circuit Court of Princess Anne County, Virginia, in Map Book 2, at page 47. We will appreciate you giving this your attention at the March 19th meeting of the Board of Supervisors so that work can be started in the near future. Yours Very truly, Hugh E. Mahanes · ~. '~~, Wi~, ~~ D- BRY~ and ~R~f B. [~RY~N, ~i~ wife, ~ ~~, ~o[dmr .~f tae ladmbte~ess ~ec,~ r~ .n~er :,ne d~ed t~st ~0~ ~ Said Cle~'$ Office in ~eO b<,o~ 4~ at _ holder uf ~e i~et~ednesl se~h~d '~er ire t said Clerk's Office tn ~ Book ~96 the ~ the plat ~ ~P ~' 21 at ~d s~ ~ the ~l May 12, 191,8, &nd duly of r®cord tn ~aid t~e B~a~ of ~~so~ of PrOcess A~a Co~n~, he~l~f[er set forth, a~ ~ere~y vatted, a<ree that the al'ore,aid ~t~ets shall ~e tn accora~:e mtn [he pmvi~io~ of Soot, ion t~t certain fo~,y foot ~d at thru northeaat pi~ts e~endlng fr~ the northe~ ~n,d of F:>,ir:,~ ~uch vacation doe~ not aO~dg, or deSt.~y prt~egee of anj owne~ within the bounci~ of ':Lc of ~,y [~ion of la~ on the a~ ~fer~d to a,ffect~ by the cios~ of a~ o:f ~e abov~ refe~,t t~e Boa~ uf ~~or~ of Frtncess A~e ~o~y, evidence of approv~ of much vacation given by t~e Su~rvi~o~ ~t ~ ~et.,~g held on the day of by ordin~ce du.~' adopt~ App~v'lr~ ~ne va~at:i.on streete by Lr:e ~aid Ih ',~T~ ~,".~:~,,~%~F" ', d. }'{. Le~,' an-.t Doris L. L~ewLa, Ma.teline W Fulcner, his wife~ g. i. Browr;e and ai~ltan eii:t, za~t~a V. 'diVe.on, widow, ¢~rles D. t~ryan :md ':~. ~. }e,~.~er and Saul Salz~erg, T~Jstee~ rot M:c~l Federal ',~ociation of Norfo~, Virginia, and ~:T ~:~,0~{..~_~ .... ND}{F:LK, Jno. D. B:~m~ and A. R. Nelton~ T~lstee8, ~!lr~a ~Ig~}~T~; C,:,-e~cutor of Lhe" 1 ~~, and P~.R.~., R. H,.;~3r~ r.:~;ate of :iurst., ~v~ he~nLo ,et their ~ds and seala, and Vir{inia sa:d B~,~ of Su~i~o~ on the ~th ~y of ~a~ I) 6. ~ ~vL<tence ,,; : c~.~en,~.. Do~ this ~.h day of Naroh 1956. T~T~ZS ~0~ ~UTU~L ~~L {~trmrle, D. l/re'yah WilJ, t~m ~. Robert son ~ATIONA£ :BANI( OF LIM)E~)ICE C ~ kLe r Virgini~ . By: A, T~JT: Clerk ~11 :~ ,,~,~ ~%d ~ ~..,~N ~. Bk~N.E, ~As wife, and ''~ ' "'" ' 'md ~~ ~). b:~YAN ~d k.'.f(f O. BRYAM~ ~O wife, ~ose :r~es are ~ ,**~+ ,h.: ~ ~ a~ve, beari~l date ~ the d~) of , '.'.~L t~ve t~s day ~c~r, owl,,nged t~ .~.:u~ before ~, In ~, Co~t~ ..r}d :;tat~ :.':'. ,.,. s&i d. comatmsion e~:,irea on the 26th day of Under my ~d tM~ dV of , _, 1~..__, do certify that 5e,~'ret~ry r..~peetlv~/y of Met~c-politan Life ~re $i~ned t,~ the ~ritir~ above bemrinK date on the [95__._, have a~knowled,rea the s~e before ~ In my C~',,nt,' ~te of Virginia County of Princess Anne, to-wit: Notary Public in and for the County and ~atelgqeeuid, whose commission expires on the da y 195 ,. do certify that County , Virginia, the day of .............. , and Chairman and Clerk , respectively, of Board of Supervisors of Princess Anne whose names are signed to the writing above bearing date on , 195 the same before me in my County and State aforesaid. , have acknowledRed Given under my hand thin day of . 195 Notary Public T? ( P 3. ~ESOLVED theft A.~. ~alton be appointed as one of the attorneys to represent this Board to institute and prosecute suits for the collection of deliquent taxes. That he be compensated at the rate of 20~I of any taxes collected in said suits and in addition thereto, any and all fees and allowances approved by the Court. That he be appointed as attorney for this Board to assist in the collection of Deliquent real esthete taxes, to have removed by Court order from the Clerk's file of deliquent taxes the erroneous assessments and that he 'be compensated at a rate of 10% of any and all deliquent real estate taxes received and paid to the Clerk for which suit ~vas not required or instituted., and he shall report monthly to this board. ~ CO~' ViRG!llI~k, AT 3efore tile Board of Sul~rvisOrS of prhloess ~lle Co~ty' at a meetili~ held or~ the l~th day of J~ille, 1956' came the petitioners, Oro~ltar~ .... ~ ~.~. ~ aitd Richard J' Davis alii je~ N- ~=,~(~ation, a Vir6h~ia corpor ..... ~o , confirm the )av~s, b~ld 8i~d ~.~fe, req~est~{ t~it the 3oard el Supervisors closingS; a~d vacating3 of certsiu streets ~e~d aiieVvzaVs heretofore closed by . . ~ -,~ descrfoc sa'id strcc 3oard~s 0rd~r of Decal[oar 21, 1955 ~ld to more made an.d seconded %Y the afftrr~at TREp~o~, uoou mot ion ..... ~,,iosi0n, ~id the vote of ~li preseiit, the recom~endatioll of the pl~liin6 eu ~oard of 5u-oervisors beir~.q satisi'ied that the iiterc.st of no party cor~cernec -~ ~ d by the co~ifD~rmiu~ of the order of Dece~fl~er 2l, .~ili Le injured or a~;e ~ ~ ~ .,~ i~ere~ofore closed o7 t theft it is proper ~d necessary ~ha~ the s~ree~ ~ove order ~e re_descrfbed- r -~ that the Board of SuPervis°rs~ order o IT IS'~'~BY ~l 1953 be, ~d is hereby confirmed, ~d that those streets, all ~ece~'2'ber ~- , ?~%ssagewaYS a~ set forth -~R Pot~ti°nsrls pet~tio~ ~ld a~ alleywaYS ai~d i plat eT Croatan ~Beach d~Y recorded i~ the O!erk~s office eT the Circ~t o5 ~rinCeSS ~ue Co~uty' in Map Book ~4, at ~%~e 37~ s~id streets being t aud ideutica! streets closed 'oy the Order eT i)ecember ~!, 195st, are here~ co~irmed ~.s closed and vacated, and title thereto vested ir~ the said ~aw-is a~ad jes~ ~.~- ~avis as to all of those portions vacated i~ Blod~us hi those Dorti°ns o~ streets, alley 3! 26 ~d %7, and title ~cali vest , .. - - ~C) ~u the Croa.t~P-3e s~a?ewaYs in BloCks 25, ~' 4q 144 e~a ~ ~:~aVs and ~ ..... ~ ~l ~. and those ~'~ -ecrm, alleys, vir:,,~ i'Aa Corpo~ a~iO~, Corporation, a pa~sagel~;ays closed bY the order of December 21, 1953 hereinabove reik re_descrzoea as follO~'~s: ~ ~ ~ s bisec'tin~"~ and r~'af~Izg tf~r°~' ~loc~ A. The atzey from Elm AVellue to Holly Ave~lue, aild the alleys bisecting ~id Blocks 2~ ~d 29 ffrom Holly Avell'ie to i{yrtle Avezliie, as ~nowzl oil ti referred to plat. All that portion off a ce.,?~am~L misnamed street 2i~'ty (50) i'eet in width, which intersects the i, lorthern side of Croatan Road and ~,J~ich lies !between Blocks 50, .!?-~ and ~? on the iforth ~d Blocks "~ ~-_~ m~d ~6 on the South, as ~:showr~ on the aforesaid plat, m%d r~ning in length from its point oi' intersectioz ~with the Norther~% side of Croatia Road in a lYortheasterl~.~ direction to thc water~ of L~e Wesley, sand c~vi~.g in a Southeasterl~f direction ~<i ~n~in~ ~til it intersectswith the ~fest side of ~n~Jned street. an i~ irt y-foo t C. Al! that certai~ portion off La!ze Avenue, i:f e::tc~ded, 'bef/in- nine7~ at its i~tersection with the i~orther~ line of~ an ~named street, and r~ain~ in a i~orthern direction to the existin,7 waterline of Lai~e Wesley, it bein:,~ all tlnat portio~ off what Lake Avenue extended would be, as s[hown on the a'oove referred to plat, lyin~ and 'bein~ in ]~locks 3~.~ and L~. Ail that certain Western [portion o:~~ Holly Avenue fifty (j0) feet i:a width, commencing at the intersection with the Western side o~' Vm~derbii~ Avenue, rm~ni~zg in a ~festerly direction to the waterline of L~e l~es!ey and bein{ all th~.t portion of Holly Avenue as ~own on the above referred to plat lying and being in Block E. Ail that certain portion of Holly Avenue, being fifty (jO) f'eet in width, and be~nin~ at the intersection ~.~ith the lfestern side of tauq~a Avenue (Atlantic Avenue) mad r~m%ning from said Western side of Cha~ata'aq,~ Avenue in a Westerly direction to the intersection with the East side of V~nder- Lilt Avenue, and %ein~ that portion of Holil~ Avenue r=min~ between Blocks and 2.~, a.s shown o:~ the above referred to plat. Ail that i~orthern portion o!~ V~.derbilt Avenue t~einf' ei~ty on ~ ' ' ~ the intersection o:J V~n~derbi!t Avenue ~,~ith the (c~.~) feet in %-;idth, ~:eszn~zn~: .... Southern side of Hoiil..~ Avenue, as shov~m o:~. said .j~iat, a~d r~m%~ing in a direction% across Holly Avenue and along the length o~.' ]Jlocl: 28, across Avenue ~.d along Blocl~ )0 to the bo~madary line of s~dd property, as ~own on the above referred to Plat. G. ~! l. hat certain imrtion of My'rtle Avm~ue being fifty (j0) feet i'm width, beginninf' at the intersectio~ om' the Westerz: side off Chauta'aq~ Avenue (Atlantic Avenue) and running from said Yestern side of Chautauqua Avenue in a Westerly direction to the intersection with. the East side of Vau~.derbilt kve-aue and ~)ei'a~ that portion of i-fyrtie Aven~ae ru~niug bet~een Blocks ~: ~ ~ n~ s~a 3~, as ~%own on said plat. H. ~! that certain portion oa ~%~rt!e Avenue Leing f'ift2 (jO) feet in v~dtk, and beginnin~ at the intersection of tlc Zaster~ side of Chautau- q~ Avenue (ktl~'~tic Arena) ~d r-~ning from said Easter~~_ side of ~autauqua Avenue in ~ 2~]asterii ~rection to ~%e waters of the Atlantic 0ce~, as shown on said plat, ~nd %ei~lg~ ii,at portion of ~zrtle Avenu~ r~ning ~etween ~iocks 29 and Virginia. Done this the day of , 1.~.~o, at Princess Anne, ~2T~ST: Chai rma~]~ Clerk ANCI~R POST FENCE DIVISION BALTIMORE 24, MARYLAND Date ................ ~. ................ >,. .......................... PROPOSAL We propose, subject to acceptance, to ~ sell and to install on your property the fencing materials enumerated below: Name:,~~'. /~ ~~~....' ' ' ' This contract is subject to terms, covenants, and conditions on the reverse side hereof, and is not binding upon Anchor Post Products, Inc., until accepted. C ~.~~ ,z,,-< / / '.'/ ., _ I' Z~.~ ~ ' " $'~ S ........ .................... ......................................................................................................... ~ep~sentative ..... ACCEPTED: ~CHOR POST FENCE DIVISION~chor Post Products, Inc. BY ................................................................................................................. this ........................ day of .............................................. ,19 ......... M~e Re. fences Peyeble ~o A~c~or Post Products, Inc. C YCLON E FEN CE AMERICAN STEEL F.~ WIRE DIVISION UNITED STATES STEEL CORPORATION GENERAL OFFICES · WAUKEGAN, ILL. 19 Februs2~Y FROM OFFICEs 218 FLAT IRON BLDG. NORFOLK. VA. Princess ANne Co~mty Sanitation ])apt. A'btnB 1.~'. C.P, Land P/o, 2~ Box 139~;; ITincess Ann% Va, Dear In accord~_nce r:±th o~~ telephone ¢onversation~ I visited the site of -bha ~roposed disposal plant at Thn~i~ ~.cres~ s~d we ~e pleased to qnote as follor~s on the delive~ ~ erection of cha~ !~ fence at this location: ~?clone invincible Fence~ 7~ hi~j~ ~clud~g bi. ce strm~ds of barbed *:Jre~ ,,Tm t~e posts r~eigh~g 2.8 1i0~;~, ~er lineal ~.~ 9 f{au~e fabric~ ?" nesh~ coil ~r~g wire o~ top of f~orl, c f~ li~ of top ra~ ~];1.99 per l~ea]. Co,er posts~ 3" o.d. (]33.00 ca. Double drive ?.tes~ ~.t r~de~ !-~/8" fr~e '7219.00 *i',"'e co.n st~ work on 'bhis project within !0 dalm after receipt of your notice to proceed. The above ~e ~. accordance r;ith Federal Specifications -?,P-!S! end !~-183. itc are encToc~mg herewith a copy of o~ ~ec~ication booklet~ wi~h the section on Inv~cib!e Fence co~leted~ e:~la~g the above mat aria],. OTATI 0 N FROM HAMPTON ROADS TRACTOR & EQUIPMENT COMPANY DIeTRI BUTORI CONSTRUCTION,, INDUSTRIAL AND LOGGING EQUIPMENT CONTRACTORS' SUPPLIES -- TRAILERS AND DUMP BODIES INDUSTRIAL AND MARINE DIESEL ENGINES OUR TO Princess Anne County NORFOLK, VA.~ February 22, !~ 55 County Board of Sanitation YOUR REF. Princess Anne; Virg~iR DATE YOUR iNQUIRY ITEM NO. QUANTITYDESCRIPTION UNIT PRICE ~XTENSION 1. 1 Model TD-9 International Crawler Tractor with 15" overlapp- ing flat shoes with profile bar; extended rigid track frame; blower type fan; front power take-off coupling; crankcase guard; exhaust muffler; two speed reverse transmission; 4 cylinder diesel engine, valve-in-head type with built-in , gasoline conversion starting; battery ignition and electric starting and lighting; oil bath type air cleaner; replacee, bl~ ,i~ .... element oil filter; 13 inch over-center clutch,~ heavy duty ,, steering clutches; per modification 422-3. Complete with ' ~-. Drott Model 9K-3 Skid Shovel with 1-1/4 yard extra heavy '~: duty 78" bucket with double bottom and counterweight. Price f.o.b. Princess Anne, Virginia $ 9,772.54 $ 9,772.5~. If hydro-spring attachment desired, add - $ 301e~0 ~ If set of 8 bucket teeth desired, add - $ 78.48 If hour meter desired, add - - $ 24.75 If grouser type shoes ~esired in lieu of flat profile bar type, deduct - - $ 121.?$ i Terms: 2% 10 days/Net 30 days. i Delivery: Immediate from stock, subject to prior sale. F.O.B? ~i~qcess ~rme.. Virginia TERMS See Above TOTAL THIS QUOTATION IS SUBJECT TO OUR ABILITY TO MAKE DELIVERY AT TIME YOUR ORDER IS RECEIVED. PRICES AND DELIVERY ARE SUB- JECT TO CHANGE WITHOUT NOTICE. HAMPTON RO/A~.TRACTOR AND EQUIPMENT CO. /~0%=y - Tr;asuror ~/..// GEOROE COLE SCOTT, P~ESIDENT 1724- ALTAMONT AVE - DIAL 5-8811 RICHMOND 21, VIRGINIA January 21, 1955 BRANCHES SALE ivI. VA. D I A L - :::' 3 8'4- SOUTH MILITARY HI6HWAY NORFOLK, VA DIAL 66-5607 Mr. F. Mason ~Age Director of Planning Princess Anne County Princess Anne, Virginia Desr Sir: At the request of our sales representative, Mr. Edgar A. Lester~ we are pleased to quote you on the following: ON~ (1) OLIVER Model "B" Crawler Tractor, Diesel powered, hillside model, drawbar h. p. 40.5, complete with WARE Model '~" Loader, 3/4 Ysrd Bucket ~nd otherwise stan- dard in accordance with attached specifica- tions: PRICE: f.o.b, our truck Princess Anne County, Va. ......... $8,700.00 We have this machine available in our Ric?~ond warehouse, subject to prior sale. Terms: 1% ten ds~s, Net thirty. Furthermore, we are pleased to quote on the Slusser-McLean Automatic Scsrifier for use ~ith above tractor, as per your dis- cussion with Mr. Lester: PRICE: f.o.b.,Princess Anne County, Va... $500.00 (our specLfications attached) We appreciate this opportunity to quote you and trust you will find our proposal to your satisfaction. Very truly yours~ i~INEEY~PLY CO., Ass,t. Sales Manager INC. RAB/me for International (and(~ Capacity % Yard Break-Out Force 8,500 lbs. for International (and(~ Capacity 11/4 Yard Break-Out Force 11,500 lbs. for International Capacity 2 Yard Break-Out Force 17,000 lbs. for International Capacity 3 Yard Break-Out Force 27,200 lbs. The Drott Skid-Shovel is a materials han- dling machine for mounting on the '6, '9, '14, '18 models of International crawler tractors. With their many attachments Drott Skid- Shovels are engaged throughout the world handling, transporting and loading dirt, rock, grain, coal ore, snow, pulp- wood, poles, posts, mine props, logs, lum- ber, slabs, edgings, ties, pipe, tile, barrels, stumps, brush, etc. The Drott Skid-Shovel is equipped with many outstanding features described in this booklet. It can do a wider variety of jobs faster, cheaper, and in many eases cleaner, with less wear and tear on man and machine. Balance, visibility and operator comfort are immediately noticed upon first sight of the machine. No piping, cross-bracing, or structural parts project above the orig- inal profile of the tractor. This insures 360© visibility unequaled by any other loader. All heavy mounting brackets plus the hydraulic oil tank and valves are mounted well to the rear of the tractor to insure greater stability and balance. The clean, low design makes it unneees. sary to change the comfortable operator position of the original tractor design. Tractor control levers are unchanged and in their original position. The loader con- trol levers are in a natural easy-to-reach work-position. The following pages of this booklet deal with work-producing features that provide a bigger pay load with less down time on a wider variety of jobs. Patented pry-over-shoe break-out produces a digging or pry-out force ranging from 8,500 lbs. on the 6K3 to 2?,200 lbs. on the 18K3 compared to a normal 3,000-9,000 lifting capacity. This tremendous digging force is actually easier on the tractor than the lower lift out capacities, because use of the simple lever principle is employed, transmitting the force into the ground, rather than putting it on the tractor. A simple illustration is in the removal of a rock imbedded in the ground. This tremendous power is accomplished by a reverse cylinder action. Greater power is gained for pry-out by the hydraulic pressure pushing on the face of the piston with the greater area. At the same time greater speed for dumping is provided because less oil is needed to move the piston in the opposite direction because of the volume displaced by the piston shaft as shown in diagram. The bucket is from 26 to 38 inches closer to the tractor in "B" than in "A." ADrott Skid- Shovel can handle a bigger pay load because of its patented pry-over shoe action along with bucket roll-back and ground level trans- portation of the load on the loader shoes. "Carry Strain" on tractor is eliminated. Vis- ibility and balance is increased by sh°e trans- portation at ground level close to tractor. The maximum degree of tip-back is obtained at ground level and remains the same at any height and prevents spilling forward or back- ward on tractor and operator. Capacity TD.6 TD.9 TD. 14A TD-18A ~//S yd. 1 1//4 yd. 2 yd. 3 yd. An extra heavy duty double bottom bucket of truss-like construction has been developed by Drott to stand up under the powerful pry- out action. Resists bending, common to other buckets. Maximum protection without interfering with service or cleaning is provided by heavy duty radiator and pump guard. The pump can be serviced or replaced without removing the entire guard. Dirt is easily removed from the radiator. Replaceable guide plates for the loader pushbeams reduce rear bearing and pin wear to a minimum and keep the entire mounting tight. A magnetized oil gauge stick in the hydraulic oil tank collects such metal particles that are too minute to be filtered by the screen. These are removed by wiping each time the oil level is checked. Valve enclosure for cleanliness and protec- tion. The Drott closed hydraulic system was origi- nated many years ago. This feature is in- corporated in all Skid-Shovels. OiL ,pa,LB ~ 1 For maximum protection while servicing, a simple easy to use safety bar is supplied. This is kept in the loader tool box ready for im- mediate use. For greater support and less bearing and pin wear, all pins are firmly supported on both ends by yoke-type construction. The push- frame is a welded box section with inner re- inforcing at points of strain. All hinge points are fitted with hardened steel pins and bush- ings which are replaceable. The close fitting counterweight is supplied in order to maintain a proper balance point on the tractor when the bucket is loaded to capacity. If the tractor is to be equipped with rear mounted scarifier, winch, or power con- trol unit, the counterweight need not be purchased. Three valves are standard equipment on all models. Only two are used in the bucket operation, but the third is used for operating the top grab arm when the loader is equipped with our materials handling rack attachment. It can also be used for operating a rear scari- tier, hydraulic scraper, etc. The operator can control the bucket cutting angle to within a fraction of an inch by using the indicator mounted on the left bucket con- trol cylinder. It also aids him in bulldozing with the bucket in the fiat position as recom- mended. For safe, convenient storage of the operator's tools, service equipment, and safety bar, a large tool box with hasp is incorporated into the left hand carrying frame. The Hydro-Spring is another Drott Exclusive. Its function is to absorb the terrific hydraulic shocks normally encountered in front end loaders. This is done by incorporating the Hydro-Spring into the part of the hydraulic system that supplies oil to the lifting side of the main lift cylinders. The Hydro-Spring itself is a hydraulic cylin- der enclosed in a coil spring. Any shock force opposing the force of the hydraulic system tends to displace oil from the lift cylinders. The forcibly displaced oil is channelled into the Hydro-Spring cylinder, thereby extending the cylinder and compressing the coil spring. This action absorbs and cushions the shock. When the shock has been dispelled, the re- leased spring returns the cylinder to its nor- mai position. The measured effect of the Hydro-Spring indicates more than a two- thirds reduction of these shocks and adds much life to the hydraulic system, the loader, the tractor and yes- even the operator. _ fill LEVEL Cover Plate Has Been Removed in This View. Hydro-Spring Cover Plate Has Been Removed in This View. BULLCLAM SHOVEL The new patented and exclusive "Four-ln-One" attachment enables you to do a variety of jobs that previously ne- cessitated four separate attachments. It is designed for easy interchange with the bucket on the Drott Skid-Shovel. A slight movement of the bucket control lever will give you an attachment that can do anything from loading and finished grading to unmatched performance in Sanitary Fill operations. Just point the indicator rod to any one of the four positions, and the attachment is ready to perform with the greatest degree of efficiency- as a Bull- clam Shovel m as a Skid-Shovel- as a Bulldozer and as a Clamshell. It's as simple as that. Before moving or fillinc~ bucket set shoe gauge on pushbeam so that shoe is on or c ose to ground. Set depth indicator on bucket control cylinder for a cut of i. 2, 4 or & inches, according to terrain and soil conditions. Travel forward when the gauges have been prop* erly set If necessary, the pushbeam may be raised SLIGHTLY for greater traction while filling fha bucket. When material boils to top of spill plate, roll bucket back ali the way with a positive motion. Lift shoes s ghtly so that load can be semi-skidded oynr the ground, thereby "feather ng out" the hump in front of the tractor. The Drott straight forward loading method omits twisting and turning and saves time, the equipment and the operator. Instead of cutting a hill down by loading it out from the side as conventional loaders and shovels must do, the Drott method starts at the top. Shaving off uniform layers as the tractor moves SKID-SHOVEL SKID-SHOVEL BULLCLAM SHOVEL CLAM SHELL DROTT "FOUR-IN-ONE" SPECIFICATIONS (INTERCHANGEABLE WITH BUCKET ON MODELS 6K3 & 9K3 SKID-SHOVELS) 6K3 9K3 Overall Height ........................ 40" 451/2'' Overall Width ......................... 68" 78" RADIUS CONTROLLED BULLDOZER Length of Moldboard ................... 66t/z" 76" Height of Moldboard ................... 33¥2" 34" Moldboard Cutting Edge -- Flat Double Edge .................. s/e" x 6" ¥8" x 6" Corner Bit ......................... 3A" x 7" SKID-S#OVEL-CLAMSH E LL-BULLCLAM SHOVEL Bucket, Clamshell and Bullclam Shovel Capacity ............ 7/s yd. 11/4 yd. Skid-Shovel Cutting Edge ................ S/s' x 6" 3/4" x 8" Bullclam Curved Wear Plate .............. ¥8" x 6" S/s" x 6" Depth of Bucket ....................... 22" 231/2'' BULLDOZER Maximum Bucket. Clamshell and 6K3 9K3 Bullclam Shovel Rollback at Ground Level ..................... 44° 44* Clearance under Bucket when Dumped -- Bottom Dump ..................... 9' 7' 10' 4" Clearance under Bucket when Dumped -- Forward Dump ..................... 7' 61/~' 7' 10" Maxlmum Bottom Dump ................. 118° 118° Maximum Forward Dump ................ 46° 46° Maximum Pitch from Radiator -- Forward Dump ..................... 56" 58" Maximum Pitch from Radiator -- Bottom Dump ...................... 60" 64" L Jf~ing Capacity ........................ 3,000# 4,000# Digging or Break-Out Force .............. 8.500~ 11,500~ Maximum Weight of Counterweight ....... 500# 1,100# Track Shoe Width ...................... 12" 15' Weight of Four-In-One Unit (Including Hydraulics) ............... t ,286# 1,750~ With bucket in transport position, semi-skid load according to terrain. Always roll the bucket all the way back while transporting, loaded or empty. Never carry load above chafing plates while turning or traveling on rough ground. Start bucket raise while approaching truck. Ex- clusive parallelogram keeps bucket at same level throughout raise. Hydraulic bucket control allows complete ejection from any position. Drott Skld-Shovels have a higher lift and farther pitch than any comparable front end loader. Sticky material can be loosened by a rapid back and forth motion of the bucket control. When load is released, back tractor over smooth terrain and repeat loading cycle. forward, the loads are deposited in trucks which easily climb the hill empty and return down the hill when loaded. This method gives you a much faster loading cycle and eliminates the unnecessary shifting, turning and twisting that is common with bank loading operations. 6K3 9K3 14K3 18K3 Extra ~ capacity % yd. 11/4 yd. 2 yd. 3 yd. Heavy I width 68'~ 78~' 96'~ 96~ Duty weight 800# 1030# 1750# 2400# t capacity 11/4 yd. 2 yd. 3 yd. 4 yd. Light width 68'~ 78" 96'~ 108~ Material weight 785# 1100# 1720# 2475# · I capacity 7/2 yd. 1 yd. 11/2 yd. Narrow width 54" 54" 66~' Width ~ weight m 875 # 1400 # Due to the exceptional digging ability of the loader, produced by the pry-out action of the bucket, the extra heavy duty double bottom bucket is recommended. Large capacity buckets for light material (coal, snow, sawdust, etc.) can be had for all models. Narrow width buckets are also available. 6K3 9K3 ! 4K3 18K3 Width 67'~ 95~' 115~' 116't Height 34'~ 32" 36'~ 41 '~ Cutting Edge s/~, x 6" % ~ x 6~' 3/~,~ x 7~' z/4~ x 8' Corner Bits % ~x7'' 1 ~x8~' I ~'x 10 Weight ~approx.i 560# 975# 1600# 2025# A radius control Bulldozer Blade is easily interchangeable with the bucket by the removal of only four pins. Heavy digging or fine grading can be done by controlling the depth of cut by "rolling" the blade forward or back over the loader shoes. This roll or pitch of the blade is accomplished through use of the bucket control lever, and provides the operator with an easy to use bulldozer and not with just a back-filler blade. 6K3 9K3 14K3 18K3 ;apacity 3,000# 4,000# 6,000# 9,000# 'rong Spacing ~2 ProngJ 36~' 28" or 60" 60" 75'~ oading Height 9~ 1 I" I0' 6" 11' 7" 12' 6" Veight fapprox.J 1,000# 1,875# 2,000# 2,900# Many years of experience have produced a rack that is rugged and properly curved to handle either a single large diameter log or a number of smaller logs and pulpwood. This attachment can be supplied with either two or more prongs with outside prong spacing from 28 to 75 inches de- pending on size of machine and length and type of material to be handled. All racks are equipped with Drott's patented top grab arm and pry- over-shoe, that aids greatly in obtaining a bigger load, holds it securely in transportation, and helps to spot the load on the truck, car, or pile. For greater production and safety the top grab arm is essential. 6K3 9K3 14K3 Capacity 3,000# 4,000# 6,000# Prong Spacing 28" or 36" 28'~ or 60" 60" or 75" Loading Height 9' 11 ~ 10' 8'~ 11' 8" Weight fapprox.~ 660# 1525# 1825# In the yard of a sawmill there is a great need for a machine that can handle all material to supply the mill as well as take the fin- ished product and waste away from the mill. It is necessary to have a rack with a fiat, square bed for ties and lumber, but for a full load of logs the rack must be curved. The combination rack was de- signed with a square bed for lumber, but with curved conversion arms that are swung down to allow the logs to roll into the rack. The top grab arm also has a simple means of converting from one use to another. The total conversion time is less than one minute. 9K3 14K3 18K3 Width of Blade 81" 103" 103" No. of Teeth 6 8 8 Minimum Tooth Spacing 131/2,, 12" 12" Adj. at Increments of 41/2,' 4" 4" Length of Teeth 34" 38" 43" Tooth Penetration 18" 22" 26" Material, Teeth, Cast High Tensile Mn. Moly SteeJ Weight per Tooth 75# 110# 155# Weight (approx.) 1100# 1750# 2725# The Skid-Shovel can quickly be converted into a land clearing tool by installing the Drott Grubber Blade on the same basis loader set-up. The same four point hook-up of all Skid-Shovel attachments is used. Not only the power of the tractor on the long curved teeth is utilized, but a lever, or a pry-action, which is even greater than the drawbar pull of the machine, lifts the large boulders and stubborn stumps from the ground. The blade tips back far enough so that stumps and stones can be transported, piled or loaded into trucks. The teeth are of manganese-molybdenum steel, each one designed to withstand four times the drawbar pull of the tractor. The teeth are individ- ually mounted and adjustable for spacing. 6M 1 9M I 14M ! 18i Overall Width 631/4" 75" 91 I/2" 95' Overall Scarifying Width 61 I/2" 731/2" 893/4,, 93' No. of Teeth as Standard 3 4 4 4 Provision for (Number of Teeth) 5 7 7 7 Tooth Spacing Center to Center with Stand. No. 30 24" 291/4,, 30' Width of Tooth I i/, 1 I/z ' 2" 2 I~ Maximum Penetration of Tooth 9 123/~" 14' 16~ Max. Height Teeth can he raised above grd. 14 161/z' 17" 17' Replaceable Tips are Standard -- -- -- Weight (approx.) w/Stand. No. of Teeth 950# 1430# 1935# 25'. The mounting of the Scarifier attachment is a simple installation. The third or extra valve (which is standard equipment on all Drott Skid-Shovels) is made use of in this mounting. As you will note from the specifications, the Scarifier has a very high lift and a deep penetration. Tooth spacing is adjustable and the teeth also have replaceable tips. The weight of the Scarifier compensates for the weight of the counterweight. 9K3 14K3 18K3 Width 73" 96" 96" Max. No. of Prongs 9 10 10 Min. Space Between Prongs 5¥4" 6¥4" 6%" Loading Height High Tensile Mn. Moly Steel Cast Replaceable Tips 1 O' 6" 11' 7" 13' Weight (approx.) 1200# 2000# 2180# Specifications shown are for maximum number }f prongs. Forks with less prongs (greater open- ings between prongs) are available to suit con- titions. Rock racks with hydraulically controlled ;op grab arm to pull the material onto the prongs md to ease the load into trucks can also be ~upplied. Above diagram illustrates Drott's exclusive radius control, that the depth of cut is regulated by the forward and backward pitch of the blade over the loader shoes, rather than by the lifting and lowering of pushbeams. The pushbeams can be lifted as sired, too. Moldboard Height Moldboard Length Blade Angle (with center line of tractor) Width of Cut (blade angled) Cutting Edge Corner Bits Overall Length of Tractor and Angled Blade Weight 6K3 9K3 14K3 33" 35%" 42" 92 %" 102%" 121%" 65° 65° 65° 83 %" 93" 11 O' %'x6" %"x6" %'x7" %"x6" %'x7" 1'x8" 167%" 185%" 221%" 845# 1350# 2115# The Bullangledozer Blade is easily inter- changed with the bucket by the removal of four pins. Depth of cut in straight dozing position is regulated by Drott's exclusive ra- dius control. That is, heavy digging or fine grading can be done by rolling the blade back or forth over the loader shoes. Angling of The blade can be tilted to the right or left while angled in either position. Only Drott's design offers this exclusive feature. blade is easily done in a few minutes by one man. When angled, a tilting feature is pos- sible by merely working the bucket control lever. Either side may be tilted because of Drott's exclusive roll back action at ground level. This important feature makes an easy job of ditching and sloping. ive jmteflts. BUCKET RACK DROTT SKID-SHOVEL ........... 6K3 INTERNATIOI~AL TRACTOR ..... TD-6 GENERAL INFORMATIOI~ Overall Height (Bucket Fully ...... Raised) ................... A .... Lo, ding Height to Bucket Hinge Pin ................. B .... Clearance Umler Bucket When Dumped ............. C .... Highest Foint of L(mder Only D .... Maximum Tip-Back at Ground Level in Degree ........... E .... Maximum Tip-B~k at Ground Level in Inches ............ F .... Maximum Dumping Angle ...G .... Digging Depth Below Ground H .... Overall Length .............. I .... Bucket Boil Back from Level Position ................... J .... Maximum Forward Pitch .......... Overall Height (Bucket on Ground) ........................ Overall Width .................... Digging or Break-Out Force ........ Raising Speed to Extreme Height ......................... 7.3 sec. Lowering Speed ................... 4 sec. Weight with Bucket and Counterweight (approx.) ........ 5,000 ~: %Veight of Counterweight ........... 485~ Maximum Width Low Profile Track Shoe ..................... 12~ Bucket Width .................... 68" Bucket VVeight ................... 800~: 9K3 14K3 18K3 TD-9 TD-14A TD-18A 12~80 13t5- 15~20 16~5" 9tll" 10~6~ 1PT# 12~6~ 7~11- $~0o 8~110 9~6' 4~8' 4~8" 5~8~ 6~5- 470 41° 42° 41° 64° 61° 66° 59° 11" 12~ 13" 14" 12~5" 13~11" 16~0" 32" 28" 34" 33" 49" 5~~ 66" 5~~ Height of Tractor 68° 78' 96" 96" 8,500~ 11,5~ 17,000~ 27,200~ 8.0 sec. 9.8 s~. 10.4 s~. 4 sec. 5 s~. 5 sec. 6,500~ I0,250~ 14,600~ 1,140~ 1,800~ 2,900~ 15" 18° 20" 78" 96" 96" 1,030~ 1,750~ Loading Height ............. M .... Clearance Under Rack When Dumped ................... N .... Maximum Dumping Angle ...O .... Max. Tip-Back at Ground Level ....... ; ............. P... Forward Reach .............. Q... Overall Length .............. R... Height of Pack .............. S... Length of Prong ............ T... 6K3 9K3 14K3 18K3 TD-6 TD-9 TB-14A TD-18A 9tll- 10~6~ 11~7~ 12t6~ 6~3~ 6~6~ $~6~ '/~6~ 48° 49° 53° 52° 36* 47~ 50~ 49° 5~10~ ~2~ 6~1~ 8~6~ 15~ 16~5~ 16~8s ~1~10s 3~6~ 4~0~ 4~ 4~4* SHIPPING INFORMATION 6K3 9K3 14K3 18K3 TD-6 TD-9 TD-14A TD-I$A Net Shipping Weight Unmounted (Domestic) (Approx.) 4,940# 6,575# 10,265# 14,555# Net Shipping ~'eight Mounted (Domestic) ............ (Approx.) 13,030~ 17~545~ 27,490~ 35,200# Gross Shipping ~'eight Unmounted (Export) ... (Approx.) 4,940# 6,575~ 10,265~ 14,555~: Gross Shipping %Veight Mounted (Export) ..... (Approx.) 13,050~ 17,545~ 27,490~f 35,220~ Cubic Feet, Unmounted ............ 199 244 310 471 Cubic Feet, Mounted, Less Drawlmr ............... (Approx.) 322 453 ~04 981 The above information includes Counterweight, Hydro-Spring and Heavy Duty Bucket. Specifications covering special racks and buckets for particular applications will be furnished on request. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. DROTT MANUFACTURING CORP. Milwaukee 8, Wisconsin INTERNATIONAL-HARVESTER CO. Chlcage, Illinois INTERNATIONAL TD9-422-1 DIESEL CRAWLER TRACTOR FOR DROTT SKID-SHOVEL TD9-422-1 CRAWLER TRACTOR FEATUREs · Economical, Dependable International Diesel Engine Improved Precombustion Chambers, Simplified Injection Nozzles New International Injection System- Tenacious : Lugging Ability, Wide Range of Governed Speeds, Equal Power in All Cylinders, Effi- " cient Combustion of Low Cost Fuel Oils, Outstanding Fuel Economy Compression ratio, 15.7:1 to 1 Gasoline Conversion, Faster All-Weather Starting · Increased Drawbar Horsepower for More Work ' 'Large Accessible Over-Center Type Engine Clutch · Fast, Easy Gear Shifting · Four Forward Speeds; Two Reverse · Rigid Extended Track Frame with Heavy Duty Rigid Crossbar · Positive Track Alignment · Unmatched Accessibility when Service is Necessary · Built for Thousands of Hours of Peak Performance TD9-422-1 WITH DROTT 9K3 SKrD-SHOVEL CR-482-D. SPECIFICATIONS INTERNATIONAL TD9-422-1 DIESEL CRAWLER FOR DROTT SKID-SHOVEL TRACTOR Horsepower- Maximum values from observed performance corrected to sea level barometric pressure (29.92 inches of mercury) and 60° Fahrenheit: Drawbar Horsepower ............................... 41.31 Belt Horsepower ................................... 48.91 Drawbar Pull (in pounds): At Rated Governed *At Engine Speed Engine Speed of Maximum Torque (Observed) (Calculated) First ..................... 9,909 ................ t11,400 Second ................... 6,872 .................. 7,900 Third .................... 3,626 .................. 4,200 Fourth .................... 2,419 .................. 2,780 Tested at Nebraska -- Official Test No. 461. *When International diesel engines are pulled down by overload, the turning effort (torque) at the engine increases, producing a higher drawbar pull at reduced traveling speed. tMaximum with adequate tractor weight and traction. Speeds computed at rated governed engine r.p.m.: M.P.H. F.P.M. First ........................ 1.5 ................... 132 Second ...................... 2.2 ................... 194 Third ....................... 3.9 ................... 343 Fourth ....................... 5.3 ................... 466 Low Reverse ................. 1.7 ................... 150 High Reverse ................. 3.5 ................... 308 Engine -- 4-Cycle diesel, valve-in-head type: Number of cylinders ................................... 4 Bore and stroke, in .............................. 4.4 x 5.5 Piston displacement, cu. in .......................... 334.5 Rated governed speed, r.p.m ......................... 1,400 Piston speed, ft. per rain ............................ 1,283 Maximum torque, lbs.-it .............................. 218 R.P.M. at maximum torque ............................ 800 N.A.C.C. or A.M.A. horsepower rated for tax purpose ..... 31 Lubrication- Crankshaft, connecting rods, camshaft, piston pins, and valve rocker levers ................... Full pressure Crankshaft -- Induction-hardened, counterbalanced: Number of main bearings ............................. 5 Diameter, main bearings, in ......................... Length, main bearings, in .......................... 8.72 Weight, lbs ....................................... 148 Electric Starting and Lighting--Twelve-volt starting and lighting system with battery ignition, which includes starting motor, generator, batteries, two headlights and one rear light. :Starting -- Inbuift gasoline conversion all-weather starting. Engine Clutch--Single-plate, over-center, with automatic clutch brake: Diameter, in .......................................... 13 Transmission- Selective sliding gear type. Carburized alloy steel gears: Bevel gear ratio .................................... 4.33 Stee~ng Clutches: Diameter, in ....................................... 14~ Friction surfaces (each clutch) ......................... 20 Effective friction area (each clutch), sq. in ............. 1,233 Steering Brakes: Diameter, in ....................................... 15~ Friction area (each brake), sq. in ....................... 99 Final Drive (mounted on ball bearings): Speed reduction ratio, bull gears ..................... 4.75 Track Dimensions; inches: Gauge, center to center of tracks ....................... 60 Length of tracks on ground .......................... 729/~ Track pin diameter .................................. Track pin bushing diameter ........................... 21/116 Track shoe bolt diameter .............................. Track-driving sprocket pitch diameter ................. 28]~ Number of track rollers, Bottom ........................ 10 Upper .......................... 4 Number of track shoes (each side) ...................... 36 Area of ground contact, sq. in ....................... 2,177 Track Shoes -- Overlapping with low profile grouser: Width, in ............................................ 15 Height of grouser, in .................................. ,L~ Tractor Dimensions, inches: Length, overall ...................................... 114 Width, overall ..................................... 75~ Height, grouser tip to highest point, less pipes .......... 65 Minimum ground clearance, from base of shoe ............ 9 Drawbar, height (center line of clevis to bottom face of track shoe) ...................................... 14~ Drawbar, lateral movement at pin .................... Crankcase Guard- Heavy-duty guard to protect crankcase from damage. Rigid Extended Track Frame with heavy duty rigid crossbar. Other Equipment -- Standard: Exhaust Muffler Blower Fan Front Power Take-off Coupling Two-Speed Reverse Transmission Capacities (U.S. standard measures): Cooling system, gal ................................... 13 Fuel tank, gal ........................................ 31 Starting tank, gal ..................................... % Engine lubrication, qts ................................ 11 Transmission case, qts ................................. 22 Final drive cases (each), qts ........................... 1.1~ Shipping Weight (approximate pounds) (not including fuel, water, or dunnage) ............................... 11,440 Additional weight, dunnage ........................... 80 Additional weight with fuel tank and radiator filled ...... 325 Specifications subject to change without notice INTERNATIONAL HARVESTER COMPANY 180 NORTH MICHIGAN AVE. · CHICAGO 1, ILLINOIS .CF~-482-D. Hampton Ro ds 'ractor & E lui ment Co. West 39th and Killam Avenue P, O. Box 237. NOEFOLK 1. VA. OLIVER Model "B" Crawler Tractors OLIVER Model "B" LOADER This specially designed unit com- bines fast, easy loading with low- cost operation. Longer track gives easier handling and greater stability for loading operations. The big-capacity all-hydraulic loader has an unequalled control range, and automatic bucket leveling to prevent spillage. Other features include-- 1 3- inch ripple grousers . . . heavier, more rugged frame and case for long, trouble-free service. On the diesel model, a Roosa fuel pump and special Iow-speed gears are offered for greater lugging at slow speeds. GENERAL SPECIFICATIONS OLIVER WEIGHT--TRACTOR AND LOADER BGHL BDHL Pounds shipping (approx.) 14,117 14,712 Pounds operating (approx.) 14,447 15,O65 Ground pressure--P.S.I. 7.47 7.79 The fallowing dimensions are the same on bath models. TRACK AND TRACK FRAME Number lower track wheels each frame Track shoe width Length of track on ground Number of shoes per track Total ground contact area--sq, in. Length overall Width overall Height at dash Ground clearance Gauge, center to center of tracks 5 13" 743/B'' 34 1934 106" 65" 59" 13" 52" Model "B" LOADER OPERATING DIMENSIONS Bucket capacity {standard bucket) a/4--1 yd. Lifting capacity 4000 lb. Maximum lift height (bucket raised) 13' 8" Loading height at bucket hinge pin I0' 4" Digging depth below tracks Dumping time 18" Lowering time 4.5 sec. Lifting Time 6 sec. 10 sec. Reach from grille (grille to front edge of bucket) Bucket at 6' height 65" Bucket at 8' height Bucket at full height 55" Hydraulic system 43" Hydraulic valve type Float and double acting Pump capacity 20 gpm, 1000 p.$.L@ 1200 r.p.m. Reservoir capacity Hose size 17 Gal. HP ~,~", LP It~'' (specifications subject to change without notice) OLIVER Model "B,, BULLDOZER Here's a rugged combination for those tough dozing op- erations. Plenty of power and traction, yet economical to operate. The all-hydraulic dozer has simple, fast-acting controls and plenty of down pressure for deep digging. OLIVER Model "B" with CARCO WINCH* The Model "B" makes an ideal unit for winch operations, such as log- ging, land clearing, hoist, or wherever a dependable, sturdy winch is needed. The winch is op- erated conveniently from the trac- tor seat. OLIVER MODEL Gasoline and DETAIL Maximum DrawOar H.P. as established by manu- facturers' tests. N.A.C.C. Rating (for lax Purposes) Maximum Drawbar PoUnds Pull:* Level-- 1st gear 2nd gear 3rd gear 4th gear Still greater drawbar pull will result at lower engine speeds. Oliver engines de- velop much higher torque when slowed down due to overload: Drawbar Pounds Pull~ 1st gear 2nd gear 3rd gear 4th gear Maximum Belt H.P, * Bare and Stroke Number of Cylinders, R,P.M. Piston Displacement in Cu. Inches Piston Displacement in Cu. Ft. per Min. Diameter of Crankshaft BG Gasoline Coaling System Capacity Gallons BD Diesel 40.3 40.5 38.4 33.75 9075 885o 6030 6055 4440 4480 2650 2690 9560 9725 6510 6490 4800 4800 2860 2880 48.5 48.2 4#x 4~4~ 6 6 1530 1400 32O 283 Number of Main Bearings 7 Crankcase Oil Capacity Gallons 13~ 6 33/4# x 4~" 298 241 3· Fan Diameter 18" 18# Fuel Gasoline Std. Diesel Fuel Tank Capacity Gallons Ignition 5tarring Engine Clutch size 23 Ba#ery Electric 98/4 ~ Doable Plale 23 Electric 93/4 # Double Plale Transmission Case Oil Capacity--Gallons(**) 9 9 Transmission Oil Pump Type Plunger 1.80 2.63 Plunger 1.80 2.64 3.44 3.45 5.40 5.41 1.80 1.80 3.44 3.45 Speeds M.P.H.--Low 2nd 3rd 4th Rev.--Low High Ratio of Engine to Sprocket R.P.M.--Low 2nd 3rd High 61.34 55,97 41.97 38.29 32.06 29.26 20.45 18.66 Steering Band Width 2# 2" Steering Bands-- Total Area--Sq. In. 143 143 "B" CRAWLER SPECIFICATIONS Diesel Models (subject to change without notice) *As eslablished by manufacturers' tusls. (**) Includes Oil in Final Drive Compartments. I DETAIL BG Gasoline BGH Hillside BD Diesel BDH Hillside Diameter of Track Frame Shaft 2~/~ Leng~-h of Track Frame Shaft 60~/~# 68~,'~'' 60~,/~~ 68~,/I'' Size Bushings Track Frame Shaft--2 each frame 21,'~'x 23/4f 21~#x 23/4" Number of Lower Track Wheels--each frame 4 4 Track Shoe Length-- Center to Center of Pins 65/s Track Shoe Width Plate--Standard 14~' 14" 14'~ 14~ Track Shoe Width Grouser--Standard 14~ 14f 14# 14" Special Width Plate Available 16" 16'-1~"-20" 16" 16"-18~-20 Special Width Grouser Available 16#' 18n'20~' 16#'18#'20~ Length Ti;ack on--Ground 63~ __ 63~ Total Ground Contact Area--Sq. Inches 1764 1764 1764 1764 Size Grouser Bolts Size Track Pin 1~2~ 78/s~ --- 19-~x 73/~ Size Track B~ushing 2"x 413A(0# 2#x418'~&' Number of Shoes per Track 30 30 -- Height Above Grouser Tip 131/2# 131/2'" Width of Orawbar Opening 2~4~ 2~/4'' Lateral Movement Right and Left of Center 73/~.~ 78"~s~ Diameter of Drawb~r Pin Length Overall (Without Crank) 106' 106# 106" 106" Width Overall 62~/~ Height at Dash 64~ 64" __ Center to Center of Track--Gau~ge 44" 52~ 44# 52" I-ounds (Approx.) Shipping 8509 -- 8667 9332 9400 P~und~s(Approx~ox.)--Operating 8879 9039 9749 9818 Ground Pressure-- Pounds per Sq. Inch 5.03 5,12 5.52 5.57 POWER PULLEY~Special Equipment I Diameter 12" 12' Face 8~/2# 8~/2~ Belt Speed 3600 at 3300 at 1150 R.P.M. 1050 R.P.M. P 0 W E R TA K E- 0 F F--Special Equipment Agricultural P.T.O, 1 ~"-6B I A.S.A.E. Spline A.S.A.E. Spline 665 R.P.M. 610 R.P.M. Industrial P.T.O. 13/4"-6B 13/4#-6B A.S.A.E. Spline A.S.A.E. Spline 656 R.P.M. 600 R.P.M. T H E O L I V E R c 0 R P O R AT I O N ® 400 West Madison Street, Chicago 6, Illinois SOLD BY MACHINERY & SUPPLY CO., Inc. 1724 ALTAMONT AVE. 425 W. FOURTH STREET RICHMOND, VA. SALEM, VA. Slusser-McLean Automatic Scarifier The for breaking up hard has sufficient power The teeth are made of'~ The Automatk ented rack and trip rope returns it to The breaking up sub soll ~ land and for loosening up ~g~d ~.building terraces. SPECIFICATIONS Width of Cut (maximum) ............... 48Y2' Width (overall) ......................... 53" Length (overall) ....................... 100' Number of Points ........................ 5 Depth of Cut (maximum) ................... Shanks ..................... 3" x 1~' x 26" Power Required ...................... 30 H.P. Wheels, Disc Type with Drop Center Rim. Tires .............................. 600-16 Tread ................................ 40" Height ............................... 32' Bea rings ............................ Timken Distance Between Teeth ................. 11~/2' Weight .............. Approximately 1200 Lbs. THE SLUSSER-McLEAN SCRAPER COMPANY · SIDNEY, OHIO, U. S. A. Slusser-McLean Farm T erracer The Slusser-McLean Terracer is designed for use with farm type tractors. It is equipped with a standard grader moldboard and cutting edge. The "1" beam tongue comes directly to the center of the moldboard. The pull is equally dis- tributed between this point and each end of the half-circle channel. This prevents bending or twisting the blade and affords a direct pull from tractor to cutting edge. The moldboard is held in any desired position by a positive lock mechanism mounted on the tongue. Various angles of cut are accomplidmd by engaging the lock pin in different holes in the channel haft-circle. The depth of cut is controlled with levers in convenient reach from the operator's platform. While designed primarily for terracing this is a valuable tool for ditching, leveling, constructing lanes, making stock ponds and cleaning barn and feed lots. On the road it can be used for cleaning ditches, trimming shoulders, leveling gravel, removing snow and other maintenance work. SPECIFICATIONS Tongue ......... 6', 12 pounds to foot 'T' beam Half-Circle ................... 4' channel steel Moldboard ......... ~. x 14" high carbon steel Length of Blade .................... 6' and 7' Cutting Edge ...... ~. x 6' grader specifications Standards ......... 1~2' round high carbon steel Wheels .......... 15' diam. disc type, 2' flange Wheel Bearings ...................... Timken Weight with 6' Blade .............. 800 pounds Weight with 7' Blade .............. 825 pounds THE SLUSSER-McLEAN SCRAPER COMPANY Printed in U, S. 8.. · SIDNEY, OHIO, U. S. A. INTERNATIONAL TD14A-422-1 DIESEL CRAWLER TRACTOR FOR DROTT SKID-SHOVEL TDI4A-422-1 CRAWLER TRACTOR FEATURES · Economical, Dependable International Four-Cycle Diesel Engine with: Efficient Cylinder Head and Manifolding- Provides Free Flow of Cool Intake Air, Unrestricted Outflow of Exhaust Gases, Closed Cooling System International Injection System -- Tenacious Lugging Ability, Wide Range of Governed Speeds, Equal Power in All Cylinders, Efficient Combustion of Low Cost Fuel Oils, Outstanding Fuel Economy · Large, Accessible, Overcenter-Type Engine Clutch · Gasoline-Conversion, Faster, All-Weather Starting · More Engine Horsepower on Drawbar for Lower Cost Work · Transmission Gear Shift Lock · Steering Clutch Hand Lever Boosters · Crown-Shaved Transmission Gears and Final Drive Pinions · Spiral Bevel Pinion and Ring Gear · Fast, Easy Gear Shifting · Six Forward, Two Reverse Speeds · Rigid Extended Track Frame with Heavy-Duty Rigid Cross Bar · Positive Track Alignment · Unmatched Accessibility when Service is Necessary · Built for Thousands of Hours of Peak Performance TD14A-422-1 WITH DROTT 14K3 SKID-SHOVEL CR-483-D. SPECIFICATIONS - INTERNATIONAL TDI4A-422-1 DIESEL CRAWLER TRACTOR FOR DROTT SKID-SHOVEL Horsepower--Maximum values from observed performance corrected to sea level barometric pressure (29.92 inches of mercury) and 60 ° Fahrenheit: Drawbar Horsepower ............................... 65.90 Belt Horsepower .................................. 75.30 Drawbar Pull in Pounds: At Rated Governed *At Engine Speed Engine Speed of Maximum Torque (Observed) (Calculated) First Gear ............. 14,652 ................... ~16,600 Second Gear ........... 11,772 ................... 13,300 Third Gear ............ 8,667 ................... 9,800 Fourth Gear ........... 6,691 ................... 7,550 Fifth Gear ............. 5,005 ................... 5,650 Sixth Gear ............. 3,612 ................... 4,100 Tested at Nebraska, Official Test No. 445. *When International engines are pulled down by overload, the turning effort (torque) at the engine increases, producing a higher drawbar pull at reduced traveling speed. '~Maximum with adequate tractor weight and traction. Speeds computed at rated governed engine r.p.m.: M.P.H. F.P.M. First ....................... 1.6 .................... 141 Second ..................... 2.0 .................... 176 Third ...................... 2.6 .................... 229 Fourth ...................... 3.4 .................... 299 Fifth ....................... 4.4 .................... 387 Sixth ....................... 5.7 .................... 502 Low Reverse ................ 1.6 .................... 141 High Reverse ................ 3.4 .................... 299 Engine -- 4-Cycle, Diesel Valve-in-Head type: Number of cylinders ................................... 4 Bore and Stroke, in ............................. 4s~ x 6~ Piston displacement, cu. in .......................... 460.7 Rated governed speed, r.p.m ......................... 1,400 Piston speed, ft. per min ............................ 1,517 Maximum torque, lbs.-it ............................... 322 R.P.M. at maximum torque ............................ 850 N.A.C.C., or A.M.A. horsepower rated for tax purpose .. 36.1 Lubrication, crankshaft, connecting rods, cam- shaft, piston pins and valve rocker levers ...... Full Pressure Crankshaft, Induction-hardened: Number of main bearings ............................. 5 Diameter, main bearings, in ......................... 3~ Length, main bearings, in ......................... 10.42 Weight, lbs ....................................... 149 Starting -- Inbuilt gasoline conversion, all-weather starting engine, with twelve-volt electric starting system, which includes starter motor, generator, and batteries. Engine Clutch -- Single-plate, overcenter, with automatic clutch brake: Diameter, in ......................................... 15 Transmission -- Two-range selective sliding gear type: Carburized alloy steel gears: High, low speed ratio ............................... 2.14 Bevel gear ratio (spiral) .............................. 4.5 Steering Clutches (Actuated by mechanical booster, one for each track): Diameter, in ......................................... 15 Friction surfaces (each clutch) ......................... 24 Effective friction area (each clutch), sq. in ............. 1,527 Steering Brakes (one for each track): Diameter, in ......................................... 17 Friction area (each brake), sq. in ....................... 135 Final Drive (mounted on ball bearings): Speed reduction ratio, bull gears ..................... 4.77 Track Dimensions, inches: Gauge, center to center of tracks ....................... 74 Length of tracks on ground ............................ 89 Track pin diameter .................................. 1 Track pin bushing diameter ........................... Track shoe bolt diameter ............................. Track-driving sprocket pitch diameter ................ 30.42 Number of track rollers, Bottom ........................ 12 Upper .......................... 4 Number of track shoes (each side) ...................... 39 Area of ground contact, sq. in ....................... 3,204 Track Shoes- Overlapping with low profile grouser: Width, in ........................................... 18 Height of grouser, in .................................. ~/~ Tractor Dimensions, inches: Length, overall .................................... 135'~/m Width, overall ..................................... 92¼ Height, grouser tip to highest point, less pipes .......... 71 Minimum ground clearance, from base Drawbar, height (center line of clevis to bottom face of track shoe) ...................................... Drawbar, lateral movement at pin .................... 27v/~ Crankcase Guard--Heavy-duty guard to protect crankcase from damage. Rigid Extended Track Frame with Heavy-Duty Rigid Cross Bar Other Equipment -- Standard: Exhaust Muffler Electric Starting Blower Fan Front Power Take-Off Coupling Capacities (U.S. standard measures): Cooling system, gal ................................... 19 Fuel tank, gal ........................................ 45 Starting tank, gal .................................... 1 Engine lubrication, qts ................................ 16 Transmission case, qts ................................. 24 Final drive cases (each), qts ............................. 3 Shipping Weight (approximate pounds) (not including fuel, water, or dunnage) ............................... 18,000 Additional weight, dunnage ........................... 80 Additional weight with fuel tank and radiator filled ...... 473 Specifications subject to change without notice iNTERNATIONAL HARVESTER COMPANY 180 NORTH MICHIGAN AVE. · CHICAGO 1, ILLINOIS CR-483-D. 11-15-C. Hampton Roads Yractor & E :i ment Co VCest 30th and K'l!:-m P. O. Bt)x 237 - VIRGINIA TIL CTOR Co., ]*NC. Caterpillar · ~ICH~IOND. NORFOLK. ~VA't~ESBORO P. Oo BOX 4OO~ BROAD CREEK ~TATION NORFOLK. VA. DIAL ~'6~87 February 28, 1955 County of Princess &nne Board of Supervisors Princess ~mne, Virginia Gentlemen In response to your request for a quotation for equipment to be used in sanitary landfill work, we are pleased to quote as follows. One Caterpillar ~6 Traxcavator equipped with 2¼ cu. yd. general purpose bucket, bucket teeth, crankcase guard, electric starting system, 18" triple semi-grouser-track shoes and all necessary equipment to furnish a complete, ready to operate machine F 0 f lk gi !~18 130 O0 . . B. I~or o , Vir nia ............. ~. , . . One Caterpillar Iodel HT~ Traxcavator equipped with 1¼ cu. yd. general purpose~bucket, bucket teeth, crankcase guard, electric starting system, counterweights and 15" triple semi-grouser shoes. F. O. B. Norfolk, Virginia ....... ,, ..... ~1!,$78.O0. One Caterpillar-~,[odel D6 tractor, 7~" gauge with crankcase guard, front pull hook, electric starting system, 15 grouser tracks, 6A hydraulic angle blade, and No. 46 hydraulic controls· F. O. B. Norfolk, Virginia ............. ~14,095 O0 On either of the above pieces of equipment, a 5~ discount will be allowed for payment within 10 days from date of invoice. We appreciate very much the opportunity ~f offering this quotation and if we can be of any further services, please let us hear from you. Very truly yours, VIRGINIA .... ' INC. rR~C~O.R CO., Irvin Gentry / Sales ~{epreseJtative IG/bp TH EW- LO RA I N * B U F FA LO- S PR I N G FI ELD ~, B& B CA B LE: SHOVEL STANDARD BUCKET ................. 2-position type CAPACITY .......................... 2~ cu. yd. BUCKET WIDTH .............................. 8' ADJUSTMENT--Two sets of control link anchor holes provide a choice of two bucket settings. TILT Setting (Normal)--(Links connected in front holes) permits bucket to be tilted back 11¥2 ° at ground level for better retention of material. Maximum tilt back .................. 49~° Discharge angle (At maximum lift) ..... 43° Below horizontal Dozing angle ........................ 72¥2 ° FLAT Setting--(Links connected in rear holes) provides greater discharge angle for removal of sticky material. Maximum tilt back .................... 39V2 ° Discharge angle (At maximum lift) ..... 50° Below horizontal Dozing angle .......................... 84° DUMPING REACH (45° discharge angle) ...... 43%" DUMPING CLEARANCE (45" discharge angle)... 8' 4" DUMPING HEIGHT (Center of hinge pin to ground) ........................... 10' 9" DIGGING DEPTH (Below ground line) .......... 14" LIFTING ARMS--cross braced for rigidity. Box section MOUNTING ................ Direct to tractor frame DRIVE COUPLING (From tractor crankshaft pulley) type .......................... Universal joint CONTROLS, (Double valve, spring centered, spool type): Positions: Lifting circuit ........ Raise, lower, hold, float (Automatic kickout at full lift height) Tilting circuit .......... Tilt back, hold, dump CYLINDERS (double action): Lift cylinders--bore and stroke ..... 6%"x 32" Dumping cylinders--bore and stroke. 4% SIDE MOUNTED HOUSING (Sealed reservoir with full flow filter) encloses control valves and mounts the filters PUMP (Vane-type, front mounted) output ..... 56 g.p.m. ~) 1800 r.p.m. @ 1450 p.s.i. Lines (Pump to reservoir to cylinder hose) type. Steel tubing and high pressure hose HOSE AND FITTINGS (Cylinder to lines) .......... ......... High pressure hose with flange fittings RADIATOR GUARD .................. %. steel plate HORSEPOWER: Available at flywheel at sea level .......... 100 MAiN FRAME (Construction)..Heavy structural steel No. 6 SHOVEL SHOVEL TRAVEL SPEED (At rated engine speed): Forward MPH FPM First ........................... 1.9 167 Second ......................... 2.9 255 Third .......................... 4.1 361 Fourth ......................... 5.6 493 Fifth ........................... 7.4 651 Reverse First ........................... 2.3 202 Second ......................... 3.6 317 Third .......................... 5.0 440 Fourth ......................... 6.9 607 ENGINE: four stroke cycle, valve-in-head, diesel Number of cylinders ....................... 6 Bore and stroke .................. 4%" x 51/.z'' RPM--governed at full load ............. 1,800 RPM at maximum torque speed .......... 1,200 N.A.C.C. horsepower rating for U.S.A. tax purposes ......................... 48.6 Lubrication ..................... Full pressure Crankshaft, number and diameter of main bearings .................... FUEL: Normally burns commercial No. 2 domestic burner oil. Premium diesel fuels not required. STARTING METHOD: Independent, two cylinder, four stroke cycle, gasoline engine and gear drive. Cooling system integral with diesel engine. 6-volt electric start- ing system for starting engine included. LENGTH OF TRACK on ground (Center of drive sprocket to center of front idler) ....... 8' 7%" AREA OF GROUND CONTACT, with 18" fiat track shoes .......................... 3,744 Sq. In. OVERALL DIMENSIONS: Length ............................... 17' 1" Width .................................... 8' Height ............................... 6' 11" Ground clearance (Measured from lower face of track shoe) .......................... 1' 4½" Materials and specifications TRACK: Track frame ........... 7 roller non-oscillating Track gauge ............................ 74" Number of shoes (each side) ............... 45 Width of standard track shoe (flat center).. 18" STEERING:* Clutch friction material ............... Metallic Number of friction plates, each clutch ...... 12 Type of clutch release ............... Hydraulic Brakes, dry ................. Contracting band CLUTCH: Oil type, two metallic-faced plates with over center engagement. Clutch lubricated and cooled by oil circulated under pressure. Connected to the transmission by double universal joint. TRANSMISSION: Selective type speed change. CAPACITIES: Cooling system, (U. S. standard gallons).. 14½ Lubricating systems: Crankcase (quarts) ..................... 22 Transmission (quarts) .................. 42 Flywheel clutch (quarts) ................ 9 Final drive (quarts) ..................... 13 Hydraulic systems: Bucket controls, (U. S. standard gallons).. 35 Steering mechanism, (quarts) ........... Fuel tank, (U. S. standard gallons) ......... 48 WEIGHT, shipping (approx.) lbs ............ 29,165 *Each track controlled by slow-speed, heavy- duty, dry multiple disc clutch and contracting band brake. CATERPILLAR TRACTOR CO. PEORIA, ILLINOIS, U.S.A. Diesel Engines · Tractors · Motor Graders Earthmoving Equipment are subject ta change without notice FORM 1823--239'-F (10-54) PRINTED IN U.S.A. Specifications of CATERPILLAR HT4 SHOVEL Standard bucket .............................. 2-posltion type Capacity ...................................... 1~ cu. yd. Adjustment--two sets of control link anchor holes provide a choice of 2 bucket settings. Tilt setting (links connected in front holes) permits bucket to be tilted back 10° at ground level. Maximum tilt back ................................. 40° Discharge angle (controllable at all heights) ......................... 50° below horizontal Flat (normal) setting (links connected in rear holes) provides greater discharge angle for removal of sticky material. Maximum tilt back ................................. 30° Discharge angle (controllable at all heights) ......................... 60° below horizontal Dumping reach (45° discharge angle) ................... 2' 10" Dumping clearance (45° discharge angle) ................. 7' 3" Dumping height (center of hinge pin to ground) ........... 9' 6" Digging depth (below ground line) ....................... 12" Lifting mechanism ................................. hydraulic Cylinders (double acting): Lift cylinders--bore and stroke ................... 5¥2" x 32" Dump cylinders--bore and stroke ................. 4" x 12~'' Bucket width (standard)--fabrlcated of steel plate reinforced for greater strength ......................... 80" Cutting Edges .................... heat treated high carbon steel Lift arms--cross-braced for rigidity .................. box section Radiator guard ................................ malleable iron Main frame--one piece construction ..... all welded structural steel Mounting ............................. directly on track frames Over-all dimensions (including modified D4 Tractor~ Maximum height, bucket at full lift ................... 12' 2" Minimum height, bucket on ground (except tractor exhaust).. 6' Length ........................................... 14' 2" Width ............................................ 6' 8" Buckets--Narrow (60"), Quarry (80"), Skeleton Rock (80") and Light Material (80") Blades--Bulldozer and Angle Grader Others--Scarlfier, Lift Fork, Bucket Teeth and Counterweights SPECIFICATIONS No. 44 HYDRAULIC CONTROL (Required, but not included) Pump housing (sea!ed reservoir) encloses ................... pump, control valves, and oil filter Pump (vane-type, front mounted) output ................ 37 g.p.m, c~ 1400 r.p.m. ~ 1000 p.s.i. Double valve (spool type spring centered control valve) positions ...................... raise, lower, hold, float Lines (pump housing to cylinder hose) type ........... steel tubing Drive coupling (from tractor crankshaft pulley) type ....... splined Hose and fittings (cylinders to lines) ........... high pressure rubber hose with flanged fittings Liquid (required for standard hydraulic system) capacity ...................................... 16 gallons SPECIFICATIONS OF CATERPILLAR D4- 60" GAUGE TRACTOR MODIFIED FOR USE WITH HT4 SHOVEL Specifications Not Shown are Same as Standard D4-60" Gauge Tractor (Optional) (Optional) At Rated *Maxi- At Rated *Maxi- Speed mum Speed mum pound pound pound pound Forward First ................ 11,250 12,380 11,250 12,380 Second .............. 8,780 9,660 8,780 9.660 Third ............... 6,680 7,530 4,040 3,730 Fourth .............. 5,520 6,070 2,570 2,830 Fifth ................ 2,570 2,830 .... Reverse First ................ 7,590 8,110 7,590 8,110 Second .............. ---- ---- 4,620 5,250 *When slowed down by overload, Caterpillar engines develop a considerably greater turning effort at the flywheel (torque), which results in greater drawbar pull at reduced travel speed. Optional Optional Travel Speed: M.P.H. F.P.M. M.P.H. F.P.M. Forward First .................. 1.3 114 1.3 114 Second ................ 1.9 167 1.9 167 Third ................. 2.5 220 3.6 317 Fourth ................ 2.9 255 5.4 475 Fifth ................. 5.4 475 -- -- Reverse First .................. 2.1 185 2.1 185 Second ............... -- -- 3.3 290 Engine fan ...................................... blower type Clutch--fiywheel center plate type ................ metallic facing Track frame ........................... 5 roller non-oscillating Idler ................................................ large Track roller guards ............................... heavy duty Number of track shoes each side .......................... 37 Length of track on ground (center drive sprocket to center of front idler) ............................... 6' 7%" Area of ground contact ........................... 2390 sq in. Track shoes: standard ........................ 15" flat center Optional .................................. 13" fiat center ,Optional ........................................ 13" fiat Approximate Shipping Weights, Lbs.: HT4 Shovel ....................................... 5,748 D4 Tractor (with 15" flat center shoes) ................ 12,835 No. 44 Hydraulic Control .............................. 240 Combined shovel, tractor and hydraulic control ......... 18,823 Materials and specifications subject to change without notice. CATERPILLAR TRACTOR CO. - Peoria, Illinois, U.S.A. DIESEL ENGINES -- TRACTORS -- MOTOR GRADERS -- EARTHMOVING EQUIPMENT FORM 1823--228-D I4-54) PRINTED IN U.S.A. DIESEL TRACTOR DIESEL TRACTOR HORSEPOWER: Rated at sea level Drawbar ................................. 75 Belt ..................................... 85 DRAWBAR PULL (LBS.): First ................................... 17,000 Second ................................. 10,900 Third .................................. 7,450 Fourth ................................. 5,150 Fifth .................................. 3,620 The following' calculated values for the maximum drawbar pounds pull are based on the drawbar pulls shown above. When slowed down by over- load Caterpillar engines develop a considerably greater turning effort at the flywheel (torque) which results in greater drawbar pull at reduced speed. First .................................. 18,700' Second ................................ 12,000 Third ................................. 8,200 Fourth ................................ 5,680 Fifth ................................. 3,980 *Maximum pounds pull are available with adc- quote weight and traction. TRAVEL SPEED AT RATED ENGINE RPM: Forward MPH FPM First .............................. 1.7 150 Second ............................ 2.6 229 Third ............................. 3.6 317 Fourth ............................ 5.0 440 Fifth ............................. 6.6 580 Reverse First .............................. 2.0 176 Second ............................ 3.2 282 Third ............................. 4.5 396 Fourth ............................ 6.2 545 Optional Transmission Available ENGINE: Four stroke cycle, valve-in-head, diesel Number of cylinders ......................... 6 Bore and stroke .................... 4%" x 5%" Piston displacement .................. 525 cu. in. RPM--governed at full load ............... 1,600 RPM--at maximum drawbar pull (point of maximum torque) ...................... 1,000 N.A.C.C. horsepower rating for tax purposes. 48.6 Lubrication ....................... Full pressure Crankshaft ....... "Hi-Electro" hardened journals Bearings ....................... 7 main bearings steel backed aluminum precision type Fuel injection system ............ Caterpillar-built FUEL: Burns commercial No. 2 domestic burner oil. Premium diesel fuels not required. STARTING METHOD: Independent two cylinder, four stroke cycle gasoline engine with magneto and gear drive. Cooling system integral with diesel engine. TRACK: Number of shoes (each side) ................. 39 Width of standard track shoe ............... 16" Height of grouser (measured from upper face of standard track shoe) ................. 2%" Length of tracks on ground (center drive sprocket to center front idler) ......... 7' Area ground contact with 16" track shoes ............................ 2,744 sq. in. SIEEI~ING: Each track controlled by slow speed, heavy duty dry multiple disc dutch and contracting brake band Number of friction surfaces in each steering clutch ......................... 24 Clutch friction material ............... Metallic CLUTCH: Oil type, two metallic-faced plates with over center engagement. Clutch lubricated and cooled by oil circulated under pressure. Connected to the transmission by double universal joint. IRANSMIS$1ON: Selective type speed change. CAPACITIES: U.S. Gal. Cooling system ........................... 14.5 Fuel tank .................................. 48 Imbrication system Quarts Crankcase ............................... 22 Steering clutch hydraulic control unit ....... 6 Transmission ............................. 42 Flywheel clutch .......................... 9 Final drive: 60" gauge ............................. 9.5 74" gauge .............................. 13 GENERAL DIMENSIONS: Length (overall) ....................... 12' Height (measured from tip of grouser of standard track shoe to highest point, exclusive of exhaust pipe and preeleaner. 6' 3%" Width (overall) 60" gauge ............................ 6' 7%" 74" gauge ........................... 7' 11%" Ground clearance measured from lower face of standard track shoe ................. 12%" tteight drawbar above ground (measured from lower face of standard traekshoe ..... 14" Lateral movement drawbar (measured at pin) ............................... 27%" WEIGHT: Shipping, lbs., (approx.) (;0" gauge ............................ 17,130 74" gauge ............................ 17,520 Operating, lbs. (approx.) 60" gauge ............................ 17,340 74" gauge ............................ 17,730 CATERPILLAR TRACTOR CO. PEORIA, ILLINOIS, U.S.A. CATERPILLAR REGISTERED TRADE MARK Diesel Engines · Tractors ® Motor Graders Earthmoving Equipment Materials crud spe:]ficat]ons are subject to change without natice. FORM 1822--51-U (10-54) PRINTED IN U.S.A. No. 6S Bulldozer operated by No. 46 Hydraulic Control No. 6A Bulldozer operated by No. 46 Hydraulic Control CATERPILLAR SPECIFICATIONS Caterpillar No. 6A and No. 6S Bulldozers Hydraulically Controlled Complete bulldozer consists of: blade, C-frame for angling blade, push arms for straight blade, braces, trunnions, cylinder brackets, cylinders and lower radiator guard. D6 For use wilh tractor model .................................... 60" 74" 60" Model ................................................... No. 6A Overall dimensions of tractor with mounted bulldozer: Length (blade straight) .................................... 15' 93~'' 15' 93~'' 15' 7" Length (blade angled) ..................................... 17' 103,~'' 18' Width (blade straight) ..................................... 10'4" 11' 10" 8'21/2'' Width (blade angled) ..................................... 9' 4" 10' 6" Width, with C-frame attached (blade removed) ................. 7' 8" 9' 1" Height (same as bare tractor) ............................... 6' 3~'' 6' 3%" 6' 3~,~'' Blade: Length ................................................. 10'4" 11'10" 8'21/2'' Height ................................................. 2' 9~,~'' 2' 9%" 3' 2" Maximum lift above ground (blade straight) ................... 3' 3' 3' Maximum lift above ground (front point with blade angled but not tilted) .............................. 3' 7' 3' 8" Maximum drop below ground .............................. 10" 10" 11" Maximum blade tilting adjustment ........................... 10" 10" 10" Maximum blade pitch adjustment ........................... ---- 10° Blade angle ............................................. 25° 25° Lift speed -- feet per second (at rated engine speed) ............. 1.2 1.2 1.2 Moldboard: D6 No. 6S 74" 15'7" 9' 61/~' 9'61/2" 3'2" 3' 11" 10" 10o 1.2 Construction ............................................ Multiple box section Multiple box section Center reinforcing plate .................................... ---- V2" x 28" x 28" Cutting edges: Center section: (reversible) Length ............................................... 8' 9' 6" 6' 7' 4" Width ................................................ 8" 8" 8" 8" Thickness ............................................. 3,~" ~,~" 3,~,, ~,' Material .............................................. High carbon steel High carbon steel End bits: Length ............................................... 1' 2" 1' 2" 1' 11~,, 1' 11~,, Width ................................................ 8" 8" 8" 8" Thickness ............................................. 3~" ~,~" ~" 3~ ,' Material .............................................. High carbon steel High carbon steel Cylinders (double acting) bore and stroke ....................... 5~,~'' x 25" 51/~'' x 25" Maximum usable track shoe width ............................. 18" 20" 18" 20" Weight (approx.) shipping, lbs ................................. 4,185 4,430 3,685 3,870 SPECIFICATIONS CATERPILLAR No. 46 HYDRAULIC CONTROL TO OPERATE No. 6A and No. 6S BULLDOZER (Required but not included with Bulldozer) Pump housing (sealed reservoir for fluid) encloses ............................ Pump, control valve, oil filter Pump (vane type, front mounted) output ........................... 65 g.p.m. @ 1400 r.p.m. @ 1000 p.s.J. Single valve (spool type control valve) positions .................................. Raise, held, lower, float Lines (from pump housing to cylinder hose connections) type .................................. Steel tubing Drive coupling (direct from tractor crankshaft pulley) type .................................. Universal joint Hose and fittings (connecting cylinders to steel lines) type .................... Rubber hose and flange fittings Liquid (required for operating entire hydraulic bulldozer system) capacity ........................ 14 gallons Weight (approx.) shipping ............................................................. 585 pounds Materials and specifications are subject to change without notice. CATERPILLAR TRACTOR CO .... Peoria, Illinois, U.S.A. DIESEL ENGINES -- TRAGTORS -- MOTOR GRADERS -- EARTHMOVING EQUIPMENT FORM 1823--260-A (8-54) Supersedes specification sheets 1823--179-D, 1823--178-G PRINTED IN U.S.A. to ~dopt the follo~g ~esolu~on: zeq~s~ 'the ~i~y of ;~ozfolk ~o a~l~ ~o ~ in~alled ~: 10" ~tez NOW, /HEREFORE, BE IT RESOLVED, that the City of Norfolk b~ and it is hereby requested to make a connection of the proposed water mains with the present main of said City at the said designated site~ and upon the completion of the installation of the proposed mains, to supply water to consumers residLng thereon, it being expressly under.. stood and agreed that the supplying of said water by the said City shall be upon and subject to the following terms and conditions: 1. That the said water mains and hydrants shall be install- ed in accordance with the specifications of the said City of Norfolk and to the satisfaction of the Director of Public Works of the said City. 2. That the water so supplied through said mains to consumer% shall be at the same rate now or hereafter charged by the City of Norfolk to consumers beyond the limits of said City similarly situat- ed. 3. That all ordinances of the City of Norfolk and all rules and regulations of the Division of Water Supply of the said City, r.~t~, or hereafter adopted and put into effect, relating to the furnishinf of water, shall apply to the supplying of water through the said proposed mains. 4. That the said City of Norfolk shall be under no obligation to furnish more water than its distribution system as now laid, witl~ the pressure carried, will deliver into said mains, and if the said supplying of water shall not be in accordance with the standard ~ervice the said City of Norfolk shall not be held responsible in any way. 5. Ihat in supplying water to consumers along the said pro- posed mains the City of Norfolk will supply the same only from its surplus supply and that in no event shall there be any obligation on the part of the said City to supply water to any consumers along the proposed mains at any time when, in the judgment of the Council of the said City of Norfolk, the said City shall not have suf£icient supply for use within its corporate limits, or ~%enever the supplying of said water shall interfere with the discharge of the duty of said City to supply water to its own inhabitants. 6. The title to said water mains and fire hydrants shall from and after its installation be and remain the property of the City of Norfolk as part of its water works system provided, however, that ~..r'. the event the City of Norfolk shall at any time permanently dis- continue supplying water through said mains then title to said mains and fire hydrants shall revert to the County. 7. That for every fire hydrant installed, at the request of Princess Anne County, a rental payment of One Hundred ($100) Dollars a year for each hydrant shall be paid to the City of Norfolk. VIRGINIA: At th~ ~.eg~la~ meeting of Zhe Boazd of Supe~isozs of Frinc~.ss A:nne County, held i:~ ~he Supezvisoz's zoom of 'i:he Clezk's Office, on June 27th, 1955, ~,~o~day, a'- ~.:er: o'clock A" On ~tion by Mr. ]{e~ick , and duly seconded by Mr. Pazsons , the following resolution was adopted: ~HEREAS it is proposed by ~ith-Douglas$ Company, Incorporated, to install a 10-inch water main along Broad Creek Road from the existing main on the eastern side of Broad Creek eastwardly along Virginia Beach Boulevard approxi- mately 500 feet to serve the ~ith-Douglass ~eneral Office Building nme under cons truction. NO~, THEREFORE, BE IT RESOLVED that the City of Norfolk be, and it is hereby requested to make a connection of the proposed water mains with the present water mains of said City at or near said designated site, upon the comple- tion of the installation of the proposed mains, to supply water to consumers resid- ing thereon, it being expressly understood and agreed that the supplying of said water by the said City shall be upon and subject to the following ter~s and condi- tions: Io That the said water mains shall be installed in accordance with the specifications of the said City of Norfolk and to the satisfaction of the Director of Public Works of the said City. 2. That the water so supplied through said mains to consumers shall be at the same rate now or hereafter charged by the City of Norfolk to conswners beyond the limits of said City similarly situated. 3. That all ordinances of the City of Norfolk and all rules and regulations of the Division of Water Supply of the said City, now or hereafter adopted and put into effect, relating to the furnishing of water, shall apply to the supplying of water through the said proposed mains. 4. That the said City of Norfolk shall be under no obligation to furnish more water than its distribution system as now laid, with the pressure carried, will deliver into said mains, and if the said supplying of water shall n~t be in accordance with the standard service the said City of Norfolk shall not be held responsible in any way. 5o That in supplying water to consumers along the said proposed mains the City of Norfolk will supply same only from its surplus supply, and that in no event shall ~here be any obligation on the part of the said City to supply water to any consumers along the proposed mains at any ti~e when, in the judgment m of the Council of the said City of Norfolk, the said City shall not have a suffi- cient supply for use within its corporate limits, or whenever the supplying of water shall interfere with the discharge of the duty of said City to supply water to its ewn i~habitantso 6, The title to said water~ains shall, from and after its install- ation be and remain the property of the City of Norfolk as part of its water system provided, however, that in the event the City of Norfolk shall at any tt~e perma- nently discontinue supplying water through said mains, then title to said mains shall revert to the County. All voti~9 yes. COPY ~5~TE: 30Hlq V. FENTI1ES~, CLERE[ Dat,ed,: May 26, 1955 VIFt3INIA: At the repular mee'~ia9 of 'the Board of Supervisors of Princess Anne County, held in the Supervisor's room of Lhe Clerk's Office, o~ Llonday, June 27~h, 1955 st %an o'clock A.~d. W~-~AS, it is proposed to install, a sewer system from the eastern corpor- ate boundary of the City of Norfolk, eastwardly along Broad Creek Road to the property of Smith-Douglass Company, Incorporated, and on said property, located in Princess Anne County, Virginia, as shown on the plat identified as / for the purpose of serving the office building of said corporation, and it is de- sired to connect said sewer system with the sewer system of the City of Norfolk at the eastern corporate boundary of the City of Norfolk in Broad Creek Road; and WHE~FAS, the City of Norfolk is willing to permit said desired connectio~ to be made on the conditions hereinafter set forth; and WI~REAS, it appears that a special assessment will be levied against said office building, or the owners thereof, to an extent sufficient to warrant the payment hereinafter set forth by the County to the City of Norfolk; NOW, THE~IEFOBE, BE IT ~ESOLVED: 1. That the City of Norfolk is hereby requested to permit the sewer system proposed to be installed from the eastern corporate boundary of the City, eastwardly along Broad Creek Road to the property of Smith-Douglass Company, Incorporated, and on said property, located in Princess Anne County, for the purpose of servin~ the office building of Smith-Douglass Company, Incorporated, to be connected with the sewer system o£ the City of Norfolk at the eastern corporate boundary of the City of Norfolk in Broad Creek Road, such connection to be permitted by the City on the following conditions: (a) That portion of the sewer which extends along Broad Creek Road shall be installed in accordance with plans and specifications approved by the Director of Public Works of the City of Norfolk. (b) Said sewer system in said subdivision shall be installed and maintained and connected with the sewer system of the City of Norfolk at no cost or expense to said City. -2- (c) All ordinances of the City of Norfolk now in effect or hereafter adopted pertaining to sewers and sewage shall apply to said sewer system and to the handling of sewage through the same. (d) Princess Anne County, or someone for it, shall pay to the City of Nor- folk the sum of ~75o00 per annum for said office building, occupied or not, which is served directly or indirectly through the connection of said sewer system with the sewer system of the City of Norfolk, said payments to be made on or before cember 31st of each year for said office building, as aforesaid, assessed for taxa- tion by the County on January 1st of such year, or during such year. In the event that the annual rate of ~75o00 for said office building, as herein prescribed, is increased by the Council of the City of Norfolk, then Princess Anae County, or some- one for it, shall pay to the City of Norfolk such increased rate. (e) If said office building shall be annexed by the City of Norfolk, the annual charge herein provided for with respect to the units so annexed, shall, as of the effective date of such annexation, cease and terminate. 2o That, in consideration of the City of Norfolk permitting such connection, Princess Anne County hereby agrees that it, or someone for it, will comply with the conditions hereinabove set forth. All voting yes. A COPY ~ES~E: JOltH V. FENTRESS., CLERK BY; pate~: May 27, 1955 A motion by Mr. Whitehurst and duly seconded by Mr. Parsons to employ Mr. Allen as Assistant County Agent. Ail voting yes A motion by Mr. Parsons and seconded by Mr. Herrick to r~efer back to the planning commission, application of Mir. W. I. McClan~on to operate a Trailer Park near Dam Neck. All voting yes A motion by Il,Ir. Deary seconded by Mr. ~:~hitehurst to approve the application of ~.~r. J. Davis i~eed for a change of zoning from residence to limited co~maercial. A certain property on the South side of Virginia Beach Boulevard beginning at the Ear, tern Shor~ of London Bridge Creek and extending in the ea~i~terly direction for approximately 625 feet. Ail voting ye s A motion by Mr. Herrick and Mr. Deary to authorize the expendi- ture for materials for a drain between 4th and 5th streets, East Ocean View,an ~m~ount not exceeding 2 hundred dollars~payable from the Kemps- ville Improvement Fund. All voting yes A motion by Mr. llhitehurst and Mr. Parsons to pay 50 Dollars from the General Fund for Ambulance service from the Court House Fire De~>artment. Ail voting yes A motion by Mr. Herrick and duly seconded by Mr. Deary to make a temporary loan to the Kempsville Mosquito Control Fund of 35 hundred dollars from the General Fund~ such to be~aid from the Mosquito Control Fund by December 15, 1955. All Voting yes A motion by Mr. Whitehurst and seconded by ¥~. Herrick to accept the resignation of Mr. Charles Hodgman as a member of the planning commission. All Voting yes A motion by Mr. Herrick and duly seconded by Mr. Deary upon recommendation of the Board of Viewers to close Gum Avenue- from lot 6 southward through lot lO~to dead e~d, f~ing .......... ~ .... S~=recorded C. W. Deal Plat no. 2 All Voting yes A motion by ~ Deary and duly seconded by Mr. Herrick to request V E P to install light, on 'polelno.. _ .... , Sanitary land fill grounds near Thalia. All Voting yes A motion by Mr. Whitehurst and Parsons to refund to Mr, M. J. Beasley $6 Dollars for unused billing permit and 5 dollars for unused septic tank permit in Kempsville District. All Voting yes The Chairman S. Paul Brown appointed Mr. Floyd Deary and Mr. Kime to represent the county iu working with the plumbers in studying and preparing an .ordinance for the plumbers of Princess Anne Coumty. All voting yes A motion by Mr. Whitehurst and Mr. Parsons to employ Mr~,Foglegren to aid Mr. Foglegren Ln the book work for electric inspection for one month o~y~ /~ ~ ~%'i~~-,~.~.~'~ All voting yes /6, GoMMONWEALTH' OF RGINiN TUCKER C. WATKINS, JR., SOUTH BOETON, VA. 'T J. ~. wY.OR, puL^.~,, v^. /~j~. DEPAR MENT OF HIGHWAYS RIGHT OF WAY Mr. John V. Fentress~ Clerk Circuit Court of Princess Anne County Princess Anne~ Virginia (2. S. MULLEN, DEPUTY COMMIEeIONER & CHIEE ENCJlNEE R .... .o..6l ..o,.Y .o. 1375-07 Int. Rt. 58 Int. Rt. Princess Anne County Suffolk ~ Virginia June 17~ 19~ Dear Mr. Fentress: We are forwarding you under separate cover blueprints of approved plans for const~ction of the above project. We are also attaching form of resolution which I would please thank you to take up with the Board at their next meeting~ and request that it be passed. This resolution not only guarantees the right of way~ but requests this Department to condemn any outstanding properties. We are not attaching omnibus deed as this Department would like to work with members of the Board in negotiating for this right of way. However~ if this is not satisfactory please advise~ but we will expect to contact some member of the Board before going ahead with the work Jn order to hear their views in the matter. After this resolution has been passed~ I would 'thank you to furnish me with a teste copy of same. Very truly yours~ WHD:fsl attch. ce- ~. G. D. Felix Mr. J. M. Hagan Mr. E. H. Orange Darden ~ Right of Way Engineer ;~ a meet~n~yo~ tTm Board of Sul)e~rv~ore off l~r~ncess ~nne County, he~l ~ p~ed ~ ~tted p~s to the B~ f~ ~e con~ct~o~ or ~o~ of a ~ction of ~ 615 of ~ Sta~ ~con~ S~, ~oJect 1375~7, ~cess ~e Co~, f~ ~t. Rt. ~8 to ~t. Rt. 1~, ~p~ed J~ ~, ~d WHERFAS, it is the desire of this Board that said road be improved in ac- cora~nce with said plans. N~W, THEREFOF~, BE IT RESOLVED: That this Board hereby approves the plans and requests the Depax~_._w%_nt of Highways, to proceed with construction in ac- cordance with these plans, and this Board hereby agrees to and does ~,arantee a 50 foot unrestricted right of way as indicated or noted on said plans, together with the right and easement to use such additional areas as ma~ be required for the proper e~cution and maintenance of the work as indicated on plans, it being understood that incidental costs such as moving and resetting existing fences, houses, structures, utilities, or other obstructions of such nature, are to be paid frc~ Secondary Funds allocated or to be allocated to Princess Anne County. It is further understood and agreed that in the event one or more property o~ners refuse to e~ecute a deed covering land required from their properties for right of way purposes, this Board hereby authorizes the Commonwealth of Virginia, Department of Highways, to institute condemnation proceedings and agrees to pay from funds allocated or to be allocated to Princess Anne County all costs in con- nection therewith including awards of commissioners.