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HomeMy WebLinkAbout20110410 Ver 2_Town Easement_19820527STATE OF NORTH CAROLINA COUNTY ON NEW HANOVER S E M E N T THIS EASLMENT, made and entered into this the day of ..��.rab- , 1982, by and between the STATE OF NORTH CAROLINA, party of the first part, and the TOWN OF WRIGHTS- VILLE BEACH, party of the second part; W I T N E S S E T H THAT, WHEREAS, the North Carolina Department Of Adm.tni.stration has authorized and approved execution of this instrument for the purposes herein set forth; and WHEREAS, the execution of this instrument for and on behalf of the State of North Carolina has been duly approved by the Covernor and Council of State by resolution adopted at a meeting held in the City of Raleigh, North Carolina, on the 4th day of May, 1982; and WHEREAS, the parties hereto have mutually agreed to the terms of this easement as hereinafter set forth, _ NOW, THEREFORE, in consideration of the sum of ONE HUNDRED ($100.00) DOLLARS paid by the party of the second part to the party of the first part, the receipt of which is hereby acknowledged, the party of the first part does hereby give, grant and convey to the said party of the second part, its successors and assigns, the right, privilege and easement to construct, install, improve, remove, replace, inspect, repair and maintain a sanitary sewer pipeline as follows: E A. Banks Channel subaqueously for approximately 750 feet along the south side of U. S. Highway 74 causeway and bridge. B. Xennans Creek on bent piles along the south side of the U. S. Highway 74 causeway and bridge for a distance of approximately 126 feet. C. AIWw subaqueously north of the U. S. 74 -76 High - way causeway and bridge for a distance of approximately 800 feet. D. Bradley Creek subaqueously near the U. S. 74 -76 Highway causeway and bridge for a distance of approximately 600 feet. The purpose of the easement is to provide the Town of Wrightsville Beach with a connection to the Northeast I Interceptor Greater Wilmington Area 201 Facilities Plan. See . attached drawings entitled "Sanitary Sewer Improvements Force Main, Town of Wrightsville Beach, North Carolina ". It is understood and agreed that this conveyance i is made subject to the condition that the party of the second part shall properly obtain all necessary permits required by State and Federal law. Failure to obtain such permits in i a timely manner shall be deemed an abandonment of said easement. TO HAVE AND TO HOLD the aforesaid rights, privileges,! I and easement unto the said party of the second part, its i ! successors and assigns, for as long as said pipeline is i i utilized by the party of the second part, its successors and i assigns, for the purposes set forth hereii, and no longer. IN TESTIMONY WHEREOF, the State of North Carolina has caused this instrument to be executed in its name by JAMES 0. HUNT, JR., Governor, attested by THAD EURE, Secretary of i State, and the Great Seal of the State of North Carolina hereto i affixed, by virtue of the power and authority aforesaid, as of the day and year first above written.I . :. �.. .�.�r,.ar.�wea":..;,...,. .•.a..,' «n ^ + +x mf ".r++rr�•_:..�>.M1 '^.."n'Crp.- n�rwr,sarcr •n,...vF.�..vr...avw�.w'y�. .r.�n?es i! I i i STATB OF NORTH CAROLINA avernor I ATTEST f - i i iState r APPROVED AS TO FORM: i RUFUS L. EDMISTEN r Attorney General Assistant Attorney General i . j STATE OF NOR171 CAROLINA j COUNTY OF WAKE REBORA i- ANN -WDLBR — Notary- Publia- in- and_for_th"ountT, =tea State aforesaid, do hereby certify that JAMBS B, HUNT, JR., Governor of the State of North Carolina, and THAD RUSE, Secretary of State of North Carolina, personally came before me this day and being by me duly swora says each for himself that he knows the Crest Seal of the State of North Carolina and that the seal affixed to the foregoing instrument is the Great Seal of the State; that JAMES B. HUNT, JR,, Governor of said State, and THAD SURE, Secretary of State, subscribed their names thereto, all by virtue of a resolution of the Council of State; and that said instrument is the act and deed of the State of North Carolina. IN WITNESS WHEREOF, I have hereunto set my hand and Notarial Seal, this the _,Z 7 of -a�}�, �F oCor, Public My Commission Expires: i i I SITE -A I 'i,{( BANKS CHANNEL SUBAOUEQUS CROSSING - PROJECT TECHNICAL DATA, SITES —vNZ III U LENGTH OF SU04OUEOUS CRO!,SING. 750 LINEAR FEET ff( i>r PIPE SIZE B CLASS: 14"C.I.P, BALL JOINT EXCAVATION: �; 6 TYPE MATERIALS: PRIMARILY SAND 8 SHELL 881 P<fYl'n+•� L METHOD OF EXCAVATION: ClAM5HEL1, DEPTH OF EXCAVATION: 3 ± (MAIN CHANNEL) 5'3 �J, vao =. 7y✓ jY AVERAGE FOR REMAINDER ITAi�Oe 17�I t�IHY �d I s OF CROSSING. VOLUME OF MATERIAL:. 800 CU..YOS, SPOIL OISPOBiL: STOCK PILE UNDER WATER ADJACENT TO THE NCH Fq EXCAVATION- USE AS BACKFILL VICINIJY AFTER PIPELINE IS INSTALLED, EL0`00 If 114 N X C H A N N E L \� u TO WRIGHTSVILLE BEACH- ---TO WILMINGTON— WILMINGTON_ — — ------ _ _U.S. HWY. N. 74 ANCHOR BLOCK 14" FORCE MAIN--j—ANCHOR BLOCK STA. 140PLAN i74 STA.I471 73 � 0 v a a i)P BULKHEAD 7.56 INV 1'80 I \ MH. W. 2.0 EXIST. BULKHEAD .- \ MSL ANCHOR BLOCK Hem -1p INV. -2.70 ANCHOR BLOCK appH�K4~TO—M-:�\ / 14"FORCE MAUI f PROFILE .:oho 'Nona. INV.- 18.2.0E NA. 414r—EXCAVATED MATERIAL - WIND /lyf �9 0" NORTH "O OF EX VATION.UWUSE TO f�yFBifJ' BOTTOM -ECFV. VARIABLE DATUM, SEA LEVEL E1.15.0Y SANITARY SEWER IMPROVEMENTS FORCE MAIN E.P.A. PROJECT No. C-370565-01 14" FORCE MAIN TOWN OF WRIGHTSVILLE BEACH INV. -18.2 NORTH CAROLINA HENRY VON OESEA B ASSOCIATES, CONSULT[" ENOWECM NOTE' SECTION "A'�IIAj1 O PLAN M ERS, WILMINGTON, N.C. TRENCHINGNETN00 ALSO APPLICABLE TOSITE'C'•A.I.W.W. SWEET IOF C _[KETNANS'1. CREEK I $EACH PLAN LUME OF MATERIAL .1460 . OTHER FACYOR$ a Cqql 9 THU JAME AS SITE A SITE -'EI MAIN kH,W EL. 1.0 W EL. -f.8 'IL. A.NJT Tkvsr. SITE W FOR WACW0 1V C -O. PILE SENT DETAIL. PROFILE SUBAQUEOUS 19° FORCE MAIN? KC. WILDLIFE BOAT RAMP II �--, - 0 THOR BLOCK ANCHOR BLOCK �a i --41- BEND ANC STA. a 1-✓ 06 11F.'IDE URASJ�4NEM. BRIDGE PLAN A,I.W.W. CROSSING EL. 2 OnT -Z� 77F= -0 4 -ANCHOR ANCHOR E A. LWW. -QBMSING DA MEAN S! T E '(:I BE _M VEL - O.CD WrSVILLE REACH INTERCEPTOR ---HENRYVON OESEN a ASSOCIATES - WILMINVTON. N.C. Sheet 2 of 3 4 L BRADLEY CREEK HMO' i L �• 4 .`,> S MCE MAW /... ANCHOR .,,/ ( _ L STA. ID+55 N ' ry '••_^--�•- Sk.1AF.TEN710N n6'rr—th. ; ' T. -IT REA-9 ' AR>NriP 71 I t c f"3f"ADL.I".:'r CREEK CROSSING PROFILE BRADLEY CREEK CROSSING h•YPP'H, I"•YO'v I f 14' FM I'XCAVAICD MATERIAL-- PLACL III. SILT RETENTION AREAS, AND /iw ILTER FAORIC IIS611> OACRFIIL TRCNLI;.-- ! TO COMPLETELY '? ENCLOSE $11.1' 1 RFYENTIONAREA, FX1' .HD ITOM FILE CAP tl E1.• VARIASL E•� _> I �' 4 OO1'ID -�—• A. .lam 1A VhJO, Ia _ I 1IE A T Ari CONE.. n r 0 0 PILE$ 1 14 FORCE MAIN Haa\TIRE. IR a0. ' �� }spy PN. EL S.0 i --v hit 5117_RET_t,;,rt710N- I' ELEV. SECTION ti t;cY lorl_:,n rA�. , KPNNAN CK. PILE BENT i�i ftAi)l.L 1rt GRF-j�,K 7FCHNIC1l. OF:A�_ i LOCI)l OF SUSAOUEOUS CkOSSING 800 L.F, SPOIL DISPOSAL; OWE 61 :R. OL CLASS -- W' RI.P.:HALL J'1. OR SILT RETENTION AREAS IG` (L O. YOLt:L'THYLENE SDR -It LOCATED AS SHOWN, cY,Cp VOLT .ION :. , TYF"F. OF MATERIAL37 PRIMuMILY ORGANIC SILT. ME HOO OT EXCnVAT10ri; OLAMSH.ELL/BETTING DEPTH OF EXCAVATION: 0' VOLUME OF MATERIA I,OUO G. Y. . r& NT4%I.L: OCACH INTtRCCPIOR-- IR:I:N WN itESF.N Dl:.:.,OGA1'FS-wlLNlhP rw, rt c. Sheat 3kn{ G V. e,Fl.t, :UG , CR. EEK I If GCL MAIIJ op! PIPE T/{FErLE I tJ YY 1�:20P' 490 PI t.K. G'+¢PIY-^•PRC11:!C IfD•GG, PRO{,=1L_lp)iwq)LEY C CEIA CROSSNQ i"r'tao'Nl1'=1l'!V SI e:.LcV raEc:rinO ririCAL PILE n-)ENT- eibiadLLl �' flvi/'u �'.OIJNF,CiT4p J:M41 f}Y UnN nl=..k IJ 6 ASSG f_IATF6.Y/IIMWGYON.NG SHEET 2p — a