Loading...
HomeMy WebLinkAbout20230090 Ver 1_Riparian Buffer Authorization Request_20230116Buffer Authorization Application Form 15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Form - Update 10/23/2018 Water Reources ENVIRONMENTAL QUALITY Original Submittal 1/16/2023 A. Owner/Applicant Information General Information Primary Contact Email:* Who is submitting the application?* 1. Property Owner Information: la. Name on Recorded Deed: * 1b. Responsible Party: lc. Mailing Address:* Id. Telephone:* 864-386-6265 3. Agent Information: 3a. Name: 3b. Company Affiliation: brubino@quible.com Please list the contact person's email for questions or payment on this project if needed. Owner Applicant other than Owner Agent Erica & Jong Sob Kim (for Corporations) Street Address 11317 Claybank Place Address Line 2 City State / Province / Region Raleigh NC Postal / Zip Code Country 27613-5925 US 3c. Mailing Address: Street Address Address Line 2 City Postal / Zip Code 3d. Telephone: le. Email Address:* ericakimcmr@gmail.com 3e. Email Address: State / Province / Region Country 3f. Attach a signed and dated copy of the agent Click the upload button or drag and drop files here to attach document authorization form. PDF Only B. Project Information and Prior Project History 1. Project Information la. Name of Project: * Lot 5, Strawhorn Point (Subdivision, facility, or establishment name) 1b. Is this a publicly -funded transportation project?* Yes No Id. Subdivision Name: Starhorn Point le. Nearest Municipality: Aurora If. Property Size: 4.06 acres 1g. County (or Counties) where the project is located:* Beaufort 1h. Property ID# 6598-96-7852 Tax PIN or Parcel id 1 i. Deed Information Date of Purchase 3/11/2021 Deed 2056 572 1 j. Attach a copy of the recorded map that indicates when the lot was last platted. Click the upload button or drag and drop files here to attach document PDF only 1k. How would you like to provide the Latitude and Longitude information?* Address Lookup • Manually Latitude* 35.339353 Longitude* -76.653582 11. Is the project located in any of North Carolina's twenty coastal counties?* Yes No 1m. Is the project located within a NC Division of Coastal Management Area of Environmental Concern (AEC)? Yes No 2. Surface Waters 2a. Name of the nearest body of water to proposed project:* Pamlico River 2b. Water Quality Classification of nearest receiving water: SA, HQW, NSW 2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0 (linear feet only) 3. Project Description: 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The site currently consists of undeveloped uplands and wetlands, with remnants of a relict bulkhead, riprap, and pilings. Adjacent properties included undeveloped uplands and wetlands, and single family residences. 3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site. Click the upload button or drag and drop files here to attach document USGS_SOUTH CREEK.pdf 1.02MB PDF only 3c. Attach an 8 1/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site. Click the upload button or drag and drop files here to attach document NRCS_Soils_Map.pdf 324.86KB PDF only 4. Proposed Activity Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used: * This site will be a single family residence with a dock/pier for water access. The proposed construction methodology will be consistent with projects of this type and will involve driving of timber pile and vinyl sheeting with deadmen, placement or rock and traditional stick built home construction. There will be an on -site septic system (permitted through Beaufort County Health Dept.). The types of equipment and exact methodology will be determined by licensed contractors. Equipment and materials will be stored on site. Attach a site plan as applicable to the project: Click the upload button or drag and drop files here to attach document P22105-BUFFER ZONE PLAN-110922.pdf PDF only 5. Jurisdictional Determinations 1.99MB 5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this property/project (including all prior phases) in the past?* Yes No 5b. Who did the determination on the jurisdictional areas? Who did the determination? List name if known Date Attach Agent/Consultant Brian Rubino (Name if known) 07/29/2022 I t pdf only *** Please include the date of the determination and upload a copy of the determination. Comments: 6. Project History 6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?* Yes ® No 7. Future Project Plans 7a. Is this project a phased project?* Yes • No C. Proposed Impacts Inventory .................................................................................................................................... Buffer Impacts Project is in which protected Basin?* Neuse River Basin (15A NCAC 02B.0233) Catawba River Basin (15A NCAC 02B.0243) Randleman Lake Watershed (15A NCAC 02B.0250) • Tar -Pamlico River Basin (15A NCAC 02B.0259) Jordan Lake Watershed (15A NCAC 02B.0267) Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607) Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. Site# - Reason Stream Name Buffer Impact* Impact Type Zone 1 Zone 2 Single Family Residence Map label (e.g. Road Crossing 1) Pamlico River Permanent (P) Perm or Temp Allowable 0.00 Square Feet 428.00 Square Feet Total Zone 1 Impacts: 0.00 Total Zone 2 Impacts: 428.00 Total Buffer Impacts: 428.00 Comments: The proposed buffer zone impacts were minimized to the greatest extent possible. The proposed impacts are for a single family residence. All proposed work and shoreline stabilization has been submitted as a CAMA Major permit and it is understood that shoreline protection work is exempt from Buffer Zone permitting. D. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project. The proposed single family residence was paced as far landward as possible to meet county setback requirements and septic permit conditions. The amount of the proposed residence within the Zone 2 Buffer was minimized to the greatest extent possible. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Silt fencing will be utilized to prevent any material from eroding or washing into the buffers or adjacent water. All material will be graded and seeded as to not promote erosion. All construction equipment stored on -site will be kept outside of the buffer. E. Diffuse Flow Plan la. What type of SCM are you providing?* Level Spreader Vegetated Conveyance (lower SHWT) Wetland Swale (higher SHWT) v Proposed project will not create concentrated stormwater flow through the buffer Other SCM that removed minimum of 30% nitrogen lc. Diffuse Flow Documentation F. Supplementary Information Environmental Documentation Click the upload button or drag and drop files here to attach document PDF only la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No Violations 2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)? Yes No 2b. Is this an after -the -fact buffer authorization application? Yes • No G. Additional Information Please upload any additional information you would like the Division to consider during application review. Additional Attachments: Additional Comments: H. Sign and Submit By digitally signing below, I certify that: Click the upload button or drag and drop files here to attach document CAMA Major Narrative.pdf P22105 Copy of Deed.pdf PDF only 373.65KB 67.86KB o I have given true, accurate, and complete information on this form; • I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act") o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the application form." Print Name: * Brian Rubino Signature Submission Date: !4141 1a16 01/16/2023 (Auto populated field) Initial Review Is this accepted into the review process?* • Yes No Yes • No ID#* 20230090 Version:* 1 Select Reviewer: * Robert Tankard:eads\rbtankard Select Reviewing Office* Washington Regional Office - (252) 946-6481 Is this project a public transportation project?* Has payment been received?* • No Payment Needed Fee Received Need Fee - send electronic notification 076° 40' 00.00" W 076° 39' 00.00" W 076° 38' 00.00" W QL1 ible O {� /f/��\ .c� ,vo o�¢,mmc�aceT�}r��au�sa�/(/� & 1C ]1 soci61411es, 1i oleo ENGINEERING * CONSULTING * PLANNING t. * - ENVIRONMENTAL SCIENCES SURVEYING 'S Phone: (252) 261-3300 In_ Fax: (252) 261-1260 7Ta- - ---- - -- Web: www.quible.com _ ` - East Pain* bN How Paint z z 0 0 o 0 o 0 N N Li) M LC) () O O as a SITE He i Pt = - - _- y _ Whitehur Pt a02- w �_�� GOOSE G EK STATE AME LA 0 -• - - _ _ _ d J Z 0e-- =tea 6 t. ' �G�'y _ r� BN f _ _ - 'Xt; .� _ O �� " - _--- 5y$ _ x O 41 •�. s. - _ ..�_ - 1901 -..� `G �- � .._C ,.• ••W► 1 � �. - .y _ III ¢ s.L __ 4 =1�7IN— - Declination AglanCe LU " ^LO Pt Mill Betty 8ric a� PtSp ing Cree IF. CUM* _ N 1912 ,• MG4e - 7, z SCALE 1:24000 z 0 O 0 1 MILE 0 O 00 0 1000 YARDS o ILO 0 MN 10.06° W 0 1 KILOMETER I 076' 40' 00.00" W 076' 39' 00.00" W 076° 38' 00.00" W Name: SOUTH CREEK Location: 035' 20' 23.89" N 076' 39' 10.28" W Date: 10/19/22 Scale: 1 inch = 2,000 ft. Copyright C 2009 M To o Datum: NAD27 Z O 006Z66E M „6S X o9L M„ZZ.6£ o9L 006Z66E z 0 0 zOZ 086666E OZ6666E 098666E 008666E 0bOZ66E 086666E OZ6666E 098666E 008666E Z ObL666E N w M „6S ,8£ o9L O O N O d T N 3 'o U � o � = M O aj U Q o Lf) > U 2:o z N 00 O N (6 Z �R� �i A Ll W L>) > X Q C � o Y O O � V � g o N > i fn � O N •� N +� > L 7 N ziiijc C ZU M „ZZ.6£ o9L Q�I z 0 0 Z /W V W J a O O m >p m N N U U) y N m N -IOU N a)O I a)_0 C O Q 'U O U 0 y O N U) O .� m O S E N -6 U) U)NN C E O E O Lf) N N m m (n p E 0 m y-0 O N y ami L m rODi � o U) 3 ( m a) U U N Z a +" N U) a)0 O a) Z N tl) U y -6 O_ md U)a)7 m N (n m Q O N 2i O 'O N O> a)E co) W m cm OaEi Z r- 6-0 LQ N m U mQ CO2i QOtl) wp a) )CQ 0m0 mm a) p a) U CN O O N tl)- o_E E >• m uN)0 Qm u) oO my O- '6 — O yO m Ea)O , N a)(6 N (6a) 0 0 3 J> (6 O N CL O ( ) Q C N N Utl) N m N tl) N -O O C N a) Z E Q U a) Q O N a) m a) N m) O-0 0 -0 E >+2 3: L N N jp O) N -O m m W O _O T 7 C y Q N j, N ) (6 (6 7 ,U) C N Q y (U O '6 O Q O m >' 3 "" C m N U .0 Q m C 0 N s C (n E E (n O E m 3 U 0 O N N O 7 tl) O O " L Q 7 O_ O N O O 0 O t -O O fmA N O C N i U y U C > Q N 7 >+ (n N m O E c N y 0 � N O) O .Q O C N N p N p m 0 tl) � o 7 O N m EL E > (n > U p 2 Q 'O Q m L H O U) U)U) N H U. N y � y 4 O R Q L Q (i O L 2 y a -yo 0 >. d Q 0 0 J N a) .0. O O L Q U) Q R R p m d U) O O N N N y O R O N L y a U U) in > O U) in g J v Q � R C R � � a) iu LL }{ O O * R 4 R5 R F m y C O O y Q o .� U) a° a° N cL N Q a U C C C a) Q Q R O > O` ° Q > > > o w U) ay oQ a R > 0 w Y o aowm n O o O Q E O a) U)y 3 R O > o —oo 0 0 O O > n n n m o o m R o o o a m U) U) U) in U) U) w a R cun Q y T N U Uo � U � a) m 'o � U Q _a O U m 0 m Z Soil Map —Beaufort County, North Carolina Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI At Augusta fine sandy loam 11.1 38.7% Cu Currituck muck, frequently flooded 9.7 33.6% W Water 8.0 27.7% Totals for Area of Interest 28.8 100.0% USDA Natural Resources Web Soil Survey 10/19/2022 Conservation Service National Cooperative Soil Survey Page 3 of 3 oa Nghb®.oy ,09=„ L 133d Ni 31VOS OIHdV?10 03LON ZZ160111 6415-LS£ (eZ8) :euoyd �- 3SIMd3H10 SSILNO 'SIDNVA3ANOJ l ILHZ �N 'uioyunory >fool8 `N 'eIS "15 q—, 06 /�/ `/ 09L OB 0 ONVI dO S3IVS 'NOILVOd033d 3LV0 Lb l9-l6b (ZO ;—qd ^ 'N0iion JiSNOO ioA 03Sf1 39 VNIlOaVO H1210N 808 996LZ ON 'I-Pd s!,—' —,y aryo..... 9998 ..33!JJ0 NIN MOVIG lv a3a3JJO ION—/ON3.. Z ',-! LON INNS ONV LN3VV0000 031311d30 V LON 'AdVNIN113dd 03d3GISNOO **911111AIIII . 110113101 11'111311110211AN3 H a A1Nf10O iwinV38 vwJ if1V 3O IIVHS LN3w00o0 SIHL NIHL IVNOISS330dd 03SN3011 V AO 03IV3s A8 03NO3H0 Hux t��a Wlf 0NINNVId ONIlIl1SN00 * **ON1633NDN3 •�•a °sa �iaoss U �y Z 0Nd 03NHIS L0111HOddnDoo SILL LI O j � w r^ It -god NUGHM�LS `S ILO7 s� NdN3w dooa3 dioos o �olivaN3iw 30 ALd3d Vdd 3HL SI LN3Nn000 SIHL Ae NMvaa /� y� 656! 30NI5 tY�q!lL� solzzd SMOLUalloO OKLU a - s ao i zasxs LLLL k 80Z0-� :/(asueall �N a F4 "�'d 'SOz Q) SSV d 3IBI110 ZZOZ 01HJlilAd0� 1�3f 021d s y9 J 2 \ ` / ..� I la l Hti OS 0" - UO mo�wa - 00 <o OF G� iow w Z _ V�O gyp. p VImOU •ZN . U 1/a1K wNo a � p Ov, Oo pZd��s VOA oNWzw m�a. wUU[�i-Z mUrcw Zoo<m a 0o o 3}0� Ni O U N. Z y Z —Z ON OwwN a� Z o rmtz U 3 U W W man �d n ud—j wd u:l saOa/9L/L dMvnN3-3sde—soLaadAsdu!^^�a0AsoLaadAazoz\o oa alq!�b®.oyo,y�rv!wa� ,09=„ L 133d Ni 31VOS OIHdV?10 03LON ZZ160111 6>l5-LS£ (—) ;-- l ILHZ �N 'u!oyunory >f—, `9 'e '"IS q—, ;—qd O6 >-I /�/ `/ ^ 09L OB D 3SIMd3H10 SSIINn 'SIDNVA3ANOJ ONVI dO S3IVS 'NOILVOd033d 'N011JnFiSNOO 3LV0 L619-16b (ZSZ) 996LZ ON '!u!od sl,—, —,y aryo..... 9998 ..33IJJ0 NIN MOVIG lv P3a3JJO ION—/ON3.. Z ',-I VNIlOaVO H1210N ioA 03Sn 39 LON INNS ONV LN3Wn000 031311d30 V LON 'AdVNINil3dd 03d3GISNOO 808 **911111AIIII . 110N3101 1V1N3WN0111AN3 ONINNVId ONIlIl1SN00 * **ON1633N10N3 H a U �y Z A1Nf10O iwinV38 V?J021f1V 39 IIVHS LN3wn0o0 SiHL NIHL IVNOISS330dd 03SN30n V AO 03IV3s A8 03NO3H0 •�•a °sa �iaoss Hux t��a ONd n3Nsis L0111 HOdd nDn0 slHL 1� Wlf /� y� O j � w It -god NUGHM�LS `S .L07 s� NV 3 dooa3iioos o �oiivaN3iw Ae Nmvaa 656t 30NI5 V�q!ll� 80Z0-O .as -n ON /( L r^ nn F4 MZd vXV3 silo Z JLEMS 30 ALd3d0dd 3HL 11 LNlNn000 SlHL "0'd 'S3I VIOOSSV d 3181no ZZOZ 01HOIilAdOO SOIZZd 1�3f 021d .......................................................................................................................................... 00 r ...... ...... ... ...... ...... .. V ¢ ,:w Fill N w \�- yoz�.og oaf-_: _., 1 - � �• .:`- �.. _ \ l J � \ 1 \ m it o x J r \ t \ LLJ a 1 J LZ \ I, 1 III � I I pp 'p .f' WW ffl~Y O ,� YI KY\.j RNK N,3"_0 -OWF z U), / p>pd t=n p N nrr rn x ZONE 1 b m h- ------ --- t<,G O Y 20NE 2 1 zK<H \ o > p aVIpN O 0 6Jzi r/L \\� \�\ 3 Q Ar /V"Q Z OZ Y Z O Ymtz 'Yll A.f 4Z 23 -A �\02 / \ A' w \� 3 3 NNY_=m2.���'�,Y%'� ;aam Pm.' OMw3 10 fpl1Y0 mS Z^ O �QN mM,n�z� KN<QN a¢ O p m'O ty ry dLLp> 4'. � = a p Oy2 N w m Op>wd > pVIwU m Q � W -� ' Vow ern p apQO J LJ k CO 2`FWcp w d p r Q d ON Q a a oo a �mww¢ Aqd—j wd :! saOa/9L/ dMvnN3-3sde—so�aadAsdu�^^�a0Aso�aadAazoz\o oa'awhb®.o+o,+�l�1wPo SIN=•l 03d NI 31VOS OIHdV80 03LON ZZ/BO/ll 6415-LS£ (eZ8) :euoyd �- 3SIMd3H10 SS31NO 'S3DNVAIANOJ l ILHZ �N 'uioyunory >fool8 `N 'e1S "15 q—, O6 /�/ `/ SIN S N D 0NV1 dO S31VS 'NOILVOd033d 3LV0 Lb l9-l6b (ZO ;—qd ^ 'N011Jf1FJiSNOO ioA 03Sf1 39 VNIl021b'J H1210N aoa 996LZ ON 'lino, sl,—, —,y aryo..... 9999 ..33IJJo NLw MOVIG 11 a3a3JJO ION—/ON3.. Z ',-I LON 11VHS ONV LN3Wf1000 031311d30 V LON 'AdVNlw113dd 03d3GISNO3 **911111AIIII . 110113101 11111311110211A113 H a UNr100 -L8o-A v38 v8oal1V 19 11VH0 LN3w00o0 SIHL N3HL A8 03NO3H0 0NINNVId > ONIlIl15N00 z zz9NI633NI0N3 1VN010S330dd 03SN3011 V A0 03IV3S saauTaoss $ •�•d llS 0NO 03N'Ol's L'ON sl LN3wO0a SIHL L HOdI "if03 �Ia LIIOd ZOHAA4LLOI LN3MOOG Vi N0uv93nV 0d03IJOSSV 8 311f0 SANV 30 ALd3dOdd 3HL 11 LN3WH000 SIHL NMVd0 90I UdoiCTy ev13a E do E Imm 80Z0-0 :/ael ON P. S31VIoOSSV d 318110 ZZOZ O1HJlilAd00 103f 021d � Z 03�W� o�F ZN �ZU Z , w Z Z zaG _ `�° s= Pz3 - Noo o = Va moo= . s cn 00 w z w�3� _o =Is - �zd�oi NNrc = z 0 w o �nize aww� _ W �o > z V) ON ga W m - = I _ Y J I I' = O] I [ Z O W I _ V) I CD V) o g I ~ U � U a 41 N I Z I N 0'f O wrxz ri NZwo aw�F c OW www0 Z PWRE O a y a J U U a a rc W 9l I � O � W a ,9•z I � I I � I � ANd—j wd u:1 saO/9L/L dMvnN3-3sde—so�aadAsdu�^^�a0Aso�aadAazoz\o Lot 5, Strawhorn Point CAMA Major Permit Project Narrative The project is located on Strawhorn Drive in rural unincorporated Beaufort County, North Carolina. For reference, the property is approximately centered on 35.3393531N and-76.6535821W. The subject property is currently 4.02 acres of undeveloped wooded uplands and wetlands. When platted in 1997, the property was over 6 acres and has been reduced in size dues to erosion. Coastal section 404 wetlands are present on the site and dominate the wetland type. Other section 404 wetlands include scrub -shrub wetlands that are at a higher ground elevation than the coastal wetlands. This property is situated on the Pamlico River and is suffering from a high rate of erosion due to the large amount of fetch near the mouth of the river. It can be seen using Google Earth historic aerials that the shoreline has eroded substantially in the last 20 years due to its exposure to the NE winds that dominate the area. Not only have the wetlands eroded, but the uplands are being eroded in the proximity of the future homesite location. A Section 404 and Coastal wetland delineation was performed by Quible & Associates P.C. on June 29, 2022, and a jurisdictional determination or Delineation Concurrence (DC) request has been submitted to US Army Corps of Engineers. Representatives from NC Division of Coastal Management (NCDCM) joined Quible and the owners, Erica and Jong Sob Kim, on June 29th to review coastal wetlands, upland erosion, and to discuss pertinent CAMA rules and regulations. A lot survey followed and was completed by Sorrell Land Surveying. The survey included the location of the wetlands (Section 404 coastal and non -coastal), the NLW shoreline, water depths and existing structures. Existing structures include dilapidated bulkhead alignments (completely washed out) and areas of rip rap. The upland soil types behind the old bulkheads are clay dominated and include erosion escarpments that are retreating landward. Sheet 1 of the CAMA Major Plan shows the current conditions and shoreline as well as the originally platted shoreline. The extensive amount of land lost since the lot was platted originally in 1997 is evident. The Kim's are proposing the following development activities on the subject property: A. Single Family Residence with On -site Septic System: The residential house footprint is depicted on the CAMA plan along with the proposed on -site septic system. Every point of the septic system will be at least 100 LF from coastal waters and 50 LF from coastal wetlands. Beaufort County Health Dept. has evaluated soil conditions in this location and has found them to be provisionally suitable for an on -site septic system (permit is attached). B. Shoreline Stabilization: A 420 LF bulkhead is proposed around the existing peninsula, this would include 4,168 sf of fill to be placed below NWL to reclaim some of the extensive shoreline loss and stabilize the peninsula. We have minimized the amount of reclamation needed to be able to build and protect the future home. A 294 LF rip rap revetment, with 12 ft wide base, is proposed in front of the proposed bulkhead to prevent scour and to protect the proposed bulkhead from the extreme wave action in the area. Additionally, a 642 LF costal marsh protection revetment, with a 12 ft wide base, is proposed along the north facing shoreline. This would tie into the proposed revetment in front of the proposed bulkhead and help to protect the coastal marsh shoreline against erosion from the extensive wave action coming from the NE. It is possible that only a portion of this revetment will be built in the near future, depending on the project budget. C. Pier and Platform: A 94 LF by 6 ft wide pier is proposed at the end of the existing peninsula, beginning on the uplands and extending over the bulkhead and proposed riprap in a NNE direction. This pier would include a 12 ft by 12 ft platform at the end, with a 12 ft by 12 ft boat lift. A water depth of 2.6' (NAVD88) is present at the end of the proposed pier. Lot 5, Strawhorn Point CAMA Major Permit DWR Certification The proposed proponent herby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief. The project proponent herby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. On November 11, 2022, we received feedback from NC Division of Water Resources (NCDWR) that we will be required to receive a Tar -Pamlico Buffer Zone Authorization for Zone 2 Buffer Zone coverage impacts. It is understood that will be required before issuance of the CAMA Major Permit or this will be conditions in the Permit. The applicant plans on submitting for the Buffer Zone Authorization once the submission package is accepted as complete by NCDCM. BK2056PG512 EEAUFORT COtJIM I,AM RECORDS ROUTING FORM 641V Land Records official Date FOR REGISTRRTION REGISTER OF DEEDS Jennifer Leggett W11itehurst Beaufort County, NC March 11, 2021 08: 44 : 09 AN Book 2056 Page 572-573 FEE: $26.03 NC REVENUE STAMP: $112.00 INSTRUMENT # 2021W426 REID #18632 This instrument prepared by: John B. Tate III, a licensed North Carolina attorney, whose address is PO Box 700, Chocowinity, NC 27817. Delinquent taxes, if any, to be paid by the closing attorney to the county tax collector upon disbursement of closing proceeds. Revenue Stamps: $112.00 STATE OF NORTH CAROLINA WARRANTY DEED COUNTY OF BEAUFORT THIS DEED, made this e day of 4l" , 2021, by THOMAS L. M. WIEGAND, JR. (unmarried), whose address is 105 Minute Man Drive, Cary, NC 27513, Grantor; to .TONG SOB KIM and wife, ERICA KIM, whose address is 11317 Claybank Place, Raleigh, NC 276I3, Grantees; WITNESSETH: That Grantor, for a valuable consideration paid by Grantees, the receipt of which is hereby acknowledged, has sold, and by these presents, does grant, bargain, sell and convey unto Grantees, their heirs and assigns, in fee simple, that certain lot or parcel of land situate in Richland Township, Beaufort County, North Carolina, and more particularly described as follows: BEING all of Lot 5 of Strawhorn Point as shown on the revised map of Hood Richardson, P.A., dated October 30, 1997 and said revised map being recorded in Plat Cabinet F, Slide 16-2 of the Beaufort County Registry. Reference is herein made to said map and the same is incorporated herein for a more complete and adequate description. Together with and including a non -inclusive permanent and perpetual easement and right of way Twelve (12) feet in width running from Point "A" to Point "B" as the same is shown on that map of record in Book 935, Page 955 of the Beaufort County Registry. The centerline of said 12 foot road is the line running from Point "A" to Point "B" as the same is shown on the map heretofore referred to. This right-of-way and easement is .for the purpose of ingress, egress and regress to and from Strawhorn Point Subdivision and North Carolina Secondary road 1902 and is also for the purpose of placing utilities upon same. BK2056PG533 The property was conveyed to the Grantor by Quitclaim Deed recorded in Book 1535, Page 209, Beaufort County Registry. The property herein conveyed does not include the primary residence of Grantor. TO HAVE AND TO HOLD the aforesaid parcel of land and all privileges and appurtenances thereto belonging to the Grantees in fee simple, but subject to the following; 1. The current year'sM Valorem taxes, prorated at closing and deferred taxes for prior years, 2. Valid and enforceable casements, rights -of -way and restrictions of record, if any. 3. Non-compliance with any local, county, state or federal governmental laws, ordinances or regulations relative to zoning, subdivision, occupancy, use, construction or development of the subject property. 4. Declaration recorded in Book 1088, Page 727, Beaufort County Registry. And the Grantor covenants with the Grantees that Grantor is seized of said premises in fee, has the right to convey the same in fee simple, that title is marketable and free and clear of all encumbrances, except as aforesaid, and that Grantor will warrant and defend the title against the claims of all persons whomsoever, The designation Grantor and Grantees as used herein shall include said parties, their heirs, successors and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context. 1N WITNESS WHEREOF, the Grantor has hereunto set his/her hand and seal, as of the day and year first above written. A�ti/�wy2�ly ` L� (SEAL} Thomas L. M. Wicgand, Jr. STATE OF NORTH CAROLINA COUNTY OF BEAUFORT I, 1 a Notary Public for the County and State aforesaid, do certify that THOMAS L. M. WIEGAAb, JR. (unmarried), personally appeared before me this day and acknowledged to me the due execution of the foregoing instrument for the terms and purposes therein set forth. Witness my hand and notarial seal, this of 2021. W)T,NIIt TU, s ER PHELPS Notary Public Wake Co.. North Carolina My Commission Expires Apr. 20, 2022 E Notary Public of My commission expires:.' f