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HomeMy WebLinkAbout20191261 Ver 2_Kittrell Hill Recorded Survey_20200729ID#* 20191261 Version* 1 Select Reviewer:* Katie Merritt Initial Review Completed Date 07/29/2020 Mitigation Project Submittal - 7/29/2020 Is this a Prospectus, Technical Proposal or a New Site?* r Yes r No Type of Mitigation Project:* r Stream r Wetlands W Buffer V Nutrient Offset (Select all that apply) Project Contact Information Contact Name:* Ted Griffith Project Information ................................................................................... ID#:* 20191261 Existing IDr Project Type: Project Name: County: Email Address:* ted@ecoterra.com Version: *1 Existing Version r DMS r Mitigation Bank Kittrell Hill Nutrient Offset and Buffer Mitigation Bank Pitt Document Information Mitigation Document Type:* Mitigation Conservation Easement File Upload: Kittrell Hill Recorded Survey.pdf 187.96KB Rease upload only one RDFof the corrplete file that needs to be subrritted... Signature Print Name:* Ted Griffith Signature:* I C31 ti Cn 0 N /F MOZINGO, GARLAND W DB 3673 PG 409 PIN: 4638223047 PID: 13402 >rqr2.06 25 l 1,a �1{lCo Y l 1 240 1 2,30 R °., I,�^ 2/ / 1 , I- ALL DISTANCES ARE HORIIONTAL GROUND MEASUREMENTS IN U.S.FT. 2- AREA IS CALCULATED USING CAD SOFTWARE METHODS. 3- THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT OR TITLE COMMITMENT. THERE ARE KNO WN OWN CHANCES IN R/W AND THERE MAY BE EXISTING EASEMENTS AND/OR ENCUMBRANCES AFFECTING THE SUB.ECT PARCEL THAT ARE NOT SHOWN HEREON, 4- UNDERGROUND UTILITY LINES h IRRIGATION WERE NOT PAINTED AND LOCATED BY THIS FIRM. S- EASEMENT CORNER MONUMENTS ARE IRON PITS SET THAT ARE 5/8- BY 3D" REBAR WITH 3 X- ALUMINUM CAPS (CAPS MEET DMS SPECIFICATIONS, BEING BERNTSEN RBD'S329 WITH NC STATE LOCO Q 0111087 AND STAMPED WITH THE CORRESPONDING NUMBER FROM THE rG � CONSERVATION EASEMENT CORNER COORDINATES TABLE HEREON). G- ENVIRONMENTAL AND SUBSURFACE CONDITIONS WERE 407 EXAMINED yRrl 'L AS PART OF THIS SURVEY. NO STATEMENT IS MADE TO THE EXISTENCE OF ENVIRONMENTAL OR SUBSURFACE CONDITIONS WHICH WOULD AFFECT THE USE OR DEVELOPMENT OF THE TRACT. 7- THE STATE OF NORTH CAROLINA. ITS EMPLOYEES AND AGENTS, ti# v, , SUCCESSORS Alen ASSMS, RECEIVE A PERPETUAL RIGHT OF ACCESS TO / V THE EASEMENT AREA OVER THE PROPERTY AT REASONABLE TIMES TO CU'� , • fr' UNDERTAKE ANY ACTIVITIES TO RESTORE, CONSTRUCT. MANAGE, CU MAINTAIN. ENHANCE. AND MONITOR THE STREAM, WETLAND AND ANY � OTHER RIPARIAN RESOURCES N THE EASEMENT AREA. IN ACCORDANCE LyV WITH THE RESTORATION ACTIVITIES OR A LONG-TERM MANAGEMENT PLAN s AS DESCRIBED N SEC71ON w-A OF THE CONSERVATION EASEMENT AGREEMENT. PREFERRED ACCESS ROUTS ARE SHOWN HEREON. O B- THE EXOSTENCE OR NON-EMSTENCE OF WETLANDS ON THE SI,"CT PROPERTY HAS NOT BEEN DETERMINED BY INS SURVEY, �1Q yf 9- ALL ROADS OR TRAILS, PROPERTY CORNERS` NEARBY EASEMENTS` OWELLNGS, ROADWAYS, STREAMS AND CREEKS, MANHOLES. POLES AND RIGH7-OF-WAYS WITHIN 100 FEET OF THE CONSERVATION EASEMENT ARE SHOWN HEREON. W CONSERVATION EASEMENT AREA SUMMARY PIN: 4530412480 PID: 15346 GEORGE E MOORE III DO 1482 PO 8O2 OWNER ADDRESS: 958 QUAIL RUN QUAY VIRGINIA BEACH, VA 23452 1 I *%RVATION TOTAL-1&327 A 1 I A HT IIIIIIIIIIIllllllll!! IIIflllffflllllllllllllllllllllllllllllllllllllllllllllll ���'ti Doe ID: 014722730001 Type: CRP Recorded: 06/26/2020 at 03:19:35 PM Fee Amt: $21.00 Page 1 of 1 Pitt County, NC Lisa P. Nichols REG OF DEEDS ��v MATTHEWS. GLOB A JEAN CHASE SK 8 5 PG 15 2 PIN: 4638318946 PID: 15212 L — - J E SETAE 31 Q d � / 3�0 , 130000, \ �N STORM PIPE NOT FOUND UNDER WATER APPROXOMATE LOCATION _ 27 00, oe 00* -'0*000, 32 33 10 '34S LJW % , NN, 15 IP .01 100, 0.1 C� 35 �� so E AREA '1 798326 SF °�%bb 8.327 ACRES /)D36 / / CONSERVATION EASEMENT VICINITY SKETCH NOT DRAWN TO SCALE V" V STANTONSBURG RD. GENERAL LEGEND OF NOMENCLATURE SEETNIG IRON PIPE/ROD (EIP/EIR) NOTE 15 COMPUTED POINT UTILITY POLE m TELECOM APPARATUS n BURIED LINE MARKER LINETYPE LEGEND P ADJ KR OR RAW - - - - CONSERVATION EASEMENT SOIL PATH GH - - off --- OVERHEAD UTILITY 08 �A5; PG - PACE PC - PLAT CABINET S • 70�U FEET LffT - SURVEY FEET EP - EXISTING IRON PPE o - ON UK EXISTING MAL RIP - NO 00WRLY PA - PROPERTY LSE CA - CEIITERLI[ R R04T OF *kY CAROLINA TOW --TTOWNS HV VIN - PARCEL O NUMBER PC - PARCEL D cNP - CORRUGATED METAL PPE iPP - CORRUGATED PLASTIC PPE RCP - REINFORCED CONCRETE PPE CE - CONSMA11ON EASEMENT I, Timothy P. Murray. PLS L-4B33. certify that this mop was drawn under my supervision from on actual G'PS survey mode under my supervision and the following information was used to perform the survey 1) Clan of survey. AA 2) Positional acr:uracx .07' 3) Type of f,'PS (or GNSS) Field procedure: Static 4) Date(O or GPS survey: 1/23/2020 5) Datum/Epoch: NAG-02011 XEPOCH:201O,ODOD) 6) Published/fitted control: local CORS used (OPUS Static Past Processed) -NCEC GREENVILLE NC CORS ARP -NCGO GOLDSBORO CORS ARP -NCKI KINSTON COBS ARP 7) Geoid model. 18 8) Combined grid factor: 0,99989425 9) Units; US Feetqj�tp'�$�aCt7a _' \.PLS 1_4833 / CORNER COORDINATES TABLE I, TIMOTHY P. MURRAY, Professional Land Surveyor L-4833, certify that this / plat was drawn under my supervision from an actual survey made under my � / �i1.NORTHING.EASTING (USFT] / 21,680096.91.2432319.62 22.680443.06,2432141.63 23.680635-00,2432271.43 �G 24.680775.88.2432203.52 A / �'a 25.681020-37,2432169.74 c�"7 / .�� 26,681045.53,2432148.65 / 27,681264.79,2432529.12 / 28,681046.53, 2432632.38 / 29,681187A 1,2432768.80 / 30,681316.50, 2432991.94 / 31,681493.52,2433237.06 / 32,681147.30,2433532.59 / 33,681117.04,2433486.98 / 34,681093.99, 2433379.37 35,68092 7, 63, 2433171.08 37 315, 68086 7, 07, 2433034.32 3 ,680556.8 ,2 32 .36 EIP / 38,680287.66,2432529.16 / 39,680145.98,2432427.22 / N /F MATTHEWS. GLORIA JEAN CHASE PIN: 4637393782 PID: 15211 / ~ / $ RENEW OFFICER CERTFICATION: 038 SATE OF NORTH I IP OA OF PITT As I. OFFICER PITT THAT THE �TF1DON I W OF COUNTY, CERTIFY Y R T S IS AFFIXED, MEETS ALL STATUTORY •4 4] EXISTING IRON PIPE NC GRID COORDINATES NAD83(2011) TIE• N=680082.88 USFT E=2432325,03 USFT �'E' CF=o.99989425 TIE - LINE TABLE LINE BEARING LENGTH L1 N21' 03' 57"W 59.50 L2 N23' 2Y 41 "W 52.36 L3 N25' 13' 11 "W 51.17 L4 N27' 45' 34'W 50.42 L5 N3D' 02' 22"W 50.39 L6 N30' 54' t8"W 53.17 L7 N31' 17' 17'W 51.55 LB N31' IN 21"W 21.41 L9 N21. 03' 57"W 15.03 L10 S55' 28' 57"W 30.00 1-11 SW 04' 52"W 25.48 NTS-)RDWA AV*0f 10Lo _a. That the survey creates a subdivision of land wdhin the area of a county or municipality that has an ordinance that regulates parcels of land. _b. That the survey is located in a portion of a county or municipality that is unregulated as to an ordinance that regulates parcels of land c. Any one of the following: -1 - That the survey is of an existing parcel or parcala of land or one or more existing easements and does not create a new street or change an existing street. For the purposes of this subsection, an "existing parcel" or "existing easement" is an area of land desenbad in a single. legal description or legally recorded subdivision that has been or may be legally conveyed to a new owner by deed in its existing configuration. _2- That the survey is of an existing feature, such as a building or other structure, or natural feature, such as a watercourse General Assembly Of North Carolina Session 2017 House Bill 454'-Second Edition Page 5 _3 That the surrey is a control survey. For the purposes of this subsection, a "control survey" is a survey that provides horizontal or vertical position data for support or control of other surveys or for mapping. A control survey. by itself, cannot be used to define or convey rights or ownership. mod. That the survey is of a proposed easement for a public utility as def ned in G.S. 62-3. d. That the survey is of another category, such as the recombination of axisting parcels a Court -ordered survey- or otter exemption or exception to the definition of subdivision. _jLe. That the information available to the surveyor is such that the surveyor is unable to make a determination to the best of the surveyor's professional ability as to provisions contained in (a) through (d) above. supervision [deed description recorded in Book 1482, page 802; that the bounda lines not surveyed are shown as bold dashed lines; that the ratio of precision as calculated is I' 10,000+ ; that this plat was prepared in accordance with G.S. 47-30 as amended. Witness my original signature, registration number and seal this _,Q5 th day � JUNE, A.D., 2020- C- , PLS L-4833 CAI? 0 ESS70'L•y- 7 �: n - _ �._x. SU94 . 4P TERRESTRIAL SURVEYING _ Professional Land Surveying 1 License C-3903 P4. Box 91041 1 Raleigh North Carolina 27675 f4p p: 919219.49781a.If1bWermerialSLlr wAri lcom r i KITTRELL HILL NUTRIENT OFFSET AND RIPARIAN BUFFER MITIGATION BANK CONSERVATION EASEMENT SURVEY FOR ECO TERRA PARTNERS, LLC (SPONSOR) AND THE NORTH CAROLINA, DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES (DWR) NCDW4 PROJECT #: 2019-1261 V2 OWNER: GEORGE E MOORE III ARTHUR TOWNSHIP, PITT COUNTY, NC SURVEY: 12/4/2019; MAP: 40/2020 SCALER "=100' 100 0 100 200 BAR CRUAPH I inch = 100 ft.