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HomeMy WebLinkAbout20190366 Ver 1_More Info Received_20190927Strickland, Bev From: Martin Mayo <1546martinmayo@gmail.com> Sent: Friday, September 27, 2019 10:01 AM To: Mairs, Robb L Subject: [External] DWR # 2019-0366 Attachments: 2019-024.pdf External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to report.spam@nc.gov To follow up with our conversation this morning. Here is the information you requested. The permit has <10-15 Square Feet Encroachment for 131. The actual 131 Encroachment is 21.7 Square Feet. I have attached a copy of our the sealed final survey the you have requested. Thank you, Martin Mayo Email: 1546martinmavo(cDemail.com Mayo and Associates, PA 10121 US 17Hwy S Vanceboro, NC 28586 Phone: 252-946-3469 Fax: 252-975-3736 This communication, together with any attachments, may contain information that is confidential, proprietary, legally privileged or otherwise exempt from disclosure. If you are not the intended recipient of this communication, you are hereby notified that the distribution, reading, copying or other use of this communication and any attachments hereto is strictly prohibited. If you have received this in error, please reply immediately to the sender or destroy this communication. Thank you for your cooperation. 1 O O to LO a CD 00 W DIRECTION AND SUPERVISION FROM AN ACTUAL SURVEY (A DEED DESCRIPTION RECORDED IN DEED BOOK 1582, PAGE 38$); THAT THE ERROR OF CLOSURE AS CALCULATED BY LATITUDES AND DEPARTURES IS 1:10,000; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLATTED FROM INFORMATION FOUND IN BOOK _Y_, PAGE AND THAT THIS PLAT WAS PREPARED IN ACCORDANCE TO G.S. 47-30, .AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 4 DAY MARCH, A.D. 2018. _—_---_---- NORWOOD MARTIN MAYO, P S REGISTRATION NO.: L-1546 THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LANDOR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET, NORWOOD MARTIN MAYO, PLS REGISTRATION NO.: L-1546 FLOOD ZONES WERE DRAWN FROM FLOOD INSURCANCE RATE MAP 3720848000K (7/2/2004) AND FLOOD HAZARD AREAS ON CARTERET COUNTY GIS. INTRACQASTAL WATERWAY NORMAL HIGH WATER MARK UNE WAS IDENTIFIED BY DCM FIELD REPRESENTATIVE ON JUNE 5, 2018 6 X00. .�g� 03rs X90 00 `L� OLD SHORELINE SHOWN IN MAP BOOK 89 PAGE 90A -90D 0 G 40' MAINTANCE EASEMENT 8Y U.S. ARMY � OF ENGINEERS U.S.A. VS SEA GATE, INC. CASE N0, 74-20—CIV-4 S 03'58'55" E 142.50' s.s N us�a 55 w n y5.w b.b '"`" 10.00' 7.4 8.1 SEA GATE DRIVE — — — — — X- 7.8 8.0 8.3 Ck 50' RIGHT-OF—WAY 'FESSj��/2 SEAL - o: L-1546 _o 0to ; uR 'o *00*8040 MARS STATE OF NORTH CAROLINA COUNTY OF CARTERET THIS MAP/PLAT WAS PRESENTED FOR REGISTRATION AND RECORDED IN THIS OFFICE IN PLAT CABINET — SLIDE THIS __ DAY OF 2019 AT . M. KAREN HARDESTY BY: _ REGISTER OF DEEDS ASST/DEPTY REVIEW OFFICER STATE OF NORTH CAROLINA COUNTY OF CARTERET REVIEW OFFICER OF CARTERET COUNTY, CERTIFY THAT THE MAP OR PLAT_ TO WHICH THIS CERTIFICATION AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. REVIEW OFFICER DATE ® EXISTING COMMON NAIL I, NORWOOD MARTIN MAYO, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY ® .EXISTING 4"X4" CONCRETE MONUMENT. (CP) � EXISTING 1" IRON PIPE (2" DEEP) O EXISTING 0.5" REBAR (2" DEEP) + POWER POLE 0 SET 0.5" REBAR (FLUSH) A SET MAG NAIL IN 12" WOOD BULKHEAD 0 NO POINT SET CP CONTROL POINT MBL MINIMUM BUILDING LINE 8.3 SPOT ELEVATION COMMUNITITY WATER ZONE R15 SITE ELEVATIONS ARE OPUS DERIVED AND REFERENCED TO NAVD 88. 0 20 40 S 000441 E 67.60' ZONE AE (BFE 8') N/F MICHAEL KELLER D.B. 1588, PG. 88 NC PIN NO.: 649103212582 x 10.4 7.0 N 04'09'50" W 95.07' 7.0 7.9 7.8 8.1 REVISI�N� gal►gworm► BLOCK• s. u L . ,. BENJAMIN MARTIN STEPHENSON, JR. • • NELL WAINWRIGHT Benjamin NC New Bern, NC t r ASSOCIATFETS.. P.A. Y 17 South LAND SURVEYING :.•►