Bulletin 51, New Jersey Geodetic Control Survey Bench Marks in ...

NE_ JERSEY Gloucester County1939G_ODETIC CONTROL SURVEYD_SCRI_TION OF B_NCH MARKS f GLC_R PSi" 2 1_ONo i052- _YOOL_ICH _P., GLOUCESTER CO. On the east e_.de of Woo_stown-_edeeOor_Roadj about 2.6 m_los north of It| intersection w£_ 8.H. Rte. _45 at Woodstown; 17 ft. elstQf th_ cen_e_ne of parent; 55.9 ft. Oouth of a polOJA standar_ U.S.C.&G°S.&S.S. dlek_ set In concre_ej 0.1ft. below 6round.E1evatlon: 62.766 ft.RV. 1020- WOOLWICR TWP., GLOUCESTER CO. On the wemt side of Woo_atown-_edeDbO_oRoad, about I.i tulle| no_th of the Olouoaste_emGO. Line at Old Man,s C_ek; 0.3 m11o noahof th_ in_se_t_on of L d_ _ass road, in the no,hwestcorne_ oTa concrete a_t_nent of a oulvert ove_ a_.1_ o_eok. A st_ mon_l m_tal rlve_o_eva_1on: 54.630 ft.RV° i0_- ffOOLWIC_ TWO., GLOUCgST.R CO+ On the east side of _heWoodmto_n-Swedesboro Road, about I_6 milee noah Of theGloucostepo_alQm CO. Li_; abOUt 0.3 m11o north o_ aa_ _s_ ro_ _n the eout_st end o_ a ¢_n_t_ l_a_ -ell of a culvert over a small c_eek. A st_ut_ mone_m_tal flyer.E1evatlon: 71.244 ft.MON. i026_ _OOLWICH TWP_+ GLOUCESTZR CO. On _tm wet aide o_ _heWo_sto_m-Swedeab_ Road, I.? _iles south of the S_mdem-_o_o _ou6h Ha_1; IB._ ft. wes_ of the oe_te_ine ofthe pavement; 4.0 ft. n_h of pole #BT-45S?; _9.4 _.northeast of the northeast oo_P of I _hlte etuooohouse oeoup_ed by _ W. Sti11_el1. A etan_x_i U.S.C._.E.&E._. d_ok_ set _n concrete, flush wLth the _poun_.E1evstion° 97,155 _t.RUN FROM MON° 1026 TO TRIANOULATIO_ STATION LIRPIRCOTT, 2:L_PZNCOTT 2-_OOLWIC_ T_P+.+ QLOUCESTER CO. On • h%l_ bohi_ _n o_ch_t on a fsPm owned and oe+up_Led by T_ C_oill_; 1+miles sOUth ot 8_leebo_o, 1/6 ft. _e_t-eeuth_eet ofeast o_e ot f_eld Juot _e_L_ the o_ba_; 39.6 ft.south of be north ed6e of field; 126 ft, weet-southwes_of a two forked muXbezT_ tree! 180 ft, eaet-nez_2aeaetof the wes_ e_6e o£ field. A 8_enlte post set in 6_,4 Inches abOve the su_fsee, marked by • trla_le out intop._levat ton ! i_.52_ ft.oP R_R.NEW JERSEY GEOLOGICAL SURVEY