Loading...
HomeMy WebLinkAbout20141148 Ver 4_Approval Letter_20171221f,a Water Resources ENVIRONMENTAL QUALITY December 21, 2017 Peter Warlick 6131 Boco Raton Drive Dallas, TX 75230 ROY COOPER Governor MICHAEL S. REGAN secretary LINDA CULPEPPER Interim Director DWR # 14-1148 V4 Hyde County Subject: REVISED MAJOR VARIANCE APPROVAL OF TAR-PAMLICO RIPARIAN BUFFER IMPACTS WITH ADDITIONAL CONDITIONS 74 NORTHERN POND ROAD, OCRACOKE Dear Mr. Warlick: You have our approval for the impacts listed below for the purpose described in your application dated November 9, 2017, received by the Division of Water Resources (Division) December 13, 2017. This letter shall serve as your Major Variance approval with conditions as authorized in 15A NCAC 02B (9)(c)(ii). This letter only addresses the major variance from the buffer rules and does not approve any activities within Waters of the United States or Waters of the State. This approval supersedes the previous approvals issued on February 20, 2017 and May 30, 2017 under DWR Project No. 14-1148 V2 (buffer authorization) and 14-1148 v3 (major variance). Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non - Discharge, and Water Supply Watershed regulations. This approval requires you to follow the conditions listed in the enclosed certification(s) or general permit and the following additional conditions: 1. The following impacts are hereby approved provided that all of the other specific and general conditions of the Buffer Rules are met. No other impacts are approved, including incidental impacts. [15A NCAC 02B .0259(9)] Type of Impact Amount Approved (units) Permanent Amount Approved (units) Temporary Buffers — Zone 1 131 — Open Slatted Deck 417 (square feet 0 (square feet B2 — Covered/Roofed Deck 306 (square feet 0 (square feet Buffers — Zone 2 131 — Open Slatted Deck 697 (square feet 0 s uare feet B2 — Covered/Roofed Deck 166 (square feet 0 (square feet State of North Carolina I Environmental Quality I Water Resources 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 919 807 6300 MR. PETER WARLICK MAJOR VARIANCE APPROVAL DW R# 14-1148 V4 Page 2 of 4 2. No additional impacts other than exempt uses as identified within 15A NCAC 02B .0259 shall occur within the protected riparian buffer unless approved by the Division. 3. Stormwater Management Plan a. All stormwater from the new roof enclosures must be directed and maintained as diffuse flow at non-erosive velocities through the protected stream buffers such that it will not re -concentrate before discharging into the sound. b. Stormwater from the new roof enclosures shall not be directed toward the septic system drain field located on the property. 4. Erosion and Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper designs, installation and operation and maintenance of such Best Management Practices in order to protect surface water standards [15A NCAC 02B.0200] a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. The devices shall be maintained on all construction sites, borrow site, and waste pile (spoil) projects, including contractor -owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. 5. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre -Construction Notification and/or Buffer Authorization application. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes or rules occur. [15A NCAC 02B .0259] 6. Protective Fencing The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved under this authorization shall be clearly marked with orange warning fencing (or similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC 02B .0259. MR. PETER WARLICK MAJOR VARIANCE APPROVAL DW R# 14-1148 V4 Page 3 of 4 7. This approval_is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of the Major Variance. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this approval letter and General Certification and is responsible for complying with all conditions. [15A NCAC 02B .0259(c)(ii)] 8. The applicant and/or authorized agent shall provide a completed Certificate of Completion form to the Division within thirty (30) days of project completion (available at http://edocs.deg.nc.gov/Forms/Certificate-of-Completion). 9. This approval grants permission to the director, an authorized representative of the Director, or DEQ staff, upon the presentation of proper credentials, to enter the property during normal business hours. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5] The Major Variance can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH) within sixty (60) calendar days. A petition form may be obtained from the OAH at htttp://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000 for information. A petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state holidays). The petition may be faxed to the OAH at (9 19) 431-3100, provided the original and one copy of the petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed transmission. Mailing address for the OAH: If sending via US Postal Service Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 If sending via delivery service (UPS, FedEx, etc): Office of Administrative Hearings 1711 New Hope Church Road Raleigh, NC 27609-6285 One (1) copy of the petition must also be served to Department of Environmental Quality: William F. Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh, NC 27699-1601 MR. PETER WARLICK MAJOR VARIANCE APPROVAL DW R# 14-1148 V4 Page 4 of 4 This letter completes the review of the Division the Tar -Pamlico Riparian Buffer Rules as described in 15A NCAC 02B .0259. Please contact Anthony Scarbraugh at 252-948-3924 or anthony.scarbraugh(aD-ncdenr.gov if you have any questions or concerns. Sincerely, Karen Higgins, Supervisor 401 & Buffer Permitting Branch Enclosure: Buffer Zone Variance Exhibit cc: Brian Rubino, Quible & Associates, P.C. (via brubino@quible.com) Steve Trowell, DCM WaRO Laserfiche DWR 401 & Buffer Permitting Branch file Filename: 141138V4W arlickResidenceon0carcoke(hyde)_TAR-MJV.docx Min - EX PPE - EX. i/2' REL M 0 - 1/2' ILELM SET - M C X 4 CONC. MON. EX. 1WOD POST - EX. MAO NAI. &MASHER - EX PA NAL 3 MASHER �( - CA .QLATED PONT ® - WATM METER tPHONE PEDESTAL C.AT.V. UTILITY POLE GUY MAE - FK HYDRANT ®- ELI= TRANS. AG - ABWE WAN DG - BEIAMI GRADE EXISTING STRUCTURE (TO BE ELEVATED ON NEW PILINGS) ®EXISTING OPEN DECKING (TO BE - EXISTING BOUNDARY AND SURVEY INFORMATION ELEVATED ON NEW PILINGS) OBTAINED IN ELECTRONIC FORMAT FROM SEABOARD SURVEYING AND PLANNING. FILE 9700110A ON r -1 EXISITNG COVERED/ROOFED 10-6-2014. L _ J AREA PERMITTED OPEN DECKING L _ J EXISTING COASTAL/404 WETLANDS �. (DWR #2014-1148 VER. 3) ®PERMITTED WOOD RAMP, WOOD WALK, STEPS, AND ELEVATED BOARDWALK(DWR #2014-1148 VER. 3) PROPOSED COVERED/ROOFED AREA OBSERVED NORMAL WATER (CURRENTLY PERMITTED AS OPEN DECKING PER LEVEL (09/18/14) DWR #2014-1148 VER. 3) PERMITTED WORK PER DWR #2014-1148 VER. 3: 1. EXISTING HOME TO BE ELEVATED AND PILINGS REPLACED (SAME BUILDING FOOTPRINT) 2. PERMITTED OPEN SLATTED DECK AND ACCESS STAIRWAY A. DECK AREA WITHIN ZONE 1: 532.4 SQ.FT. B. DECK AREA WITHIN ZONE 2: 660.6 SQ.FT. 3. PERMITTED 472 SQ. FT. OF COVERED/ROOFED AREA A. COVERED AREA WITHIN ZONE 1: 367.8 SQ. FT. B. COVERED AREA WITHIN ZONE 2: 104.2 SQ. FT. PROPOSED REFINEMENT DUE TO BUILDING SHIFT - 1. PROPOSED OPEN SLATTED DECK AND ACCESS STAIRWAY A. DECK AREA WITHIN ZONE 1: 417.27 SQ. FT B. DECK AREA WITHIN ZONE 2: 697.1 SQ. FT 2. PROPOSED 472 SO. FT, COVERED/ROOFED AREA A. COVERED AREA WITHIN ZONE 1: 305.8 SQ. FT. B. COVERED AREA WITHIN ZONE 2: 166.2 SQ. FT. PERMITTED 472 SQ. FT. COVERED/ROOFED OBSERVED NORMAL WATER AREA LEVEL (09/18/14) PERMITTED OPEN DECKING - a Y V . LINE TABLE m UNE LENGTH I BEARING L1 236.00 S81 ` L2 75.00 U co L3 1.10 ' L4 5.57 N 'O •W L5 36.34 i 1`E L6 13.47 1` L7 33.625�E L8 31.54 ' L9 49.49 S84VOWE L10 14.06 • L71 1.40 ` L12 37.16 L13 53.50 L14 15.84 L15 36.33 L16 7.36 07 30.31 L1831.25 L19 47.60 ®EXISTING OPEN DECKING (TO BE - EXISTING BOUNDARY AND SURVEY INFORMATION ELEVATED ON NEW PILINGS) OBTAINED IN ELECTRONIC FORMAT FROM SEABOARD SURVEYING AND PLANNING. FILE 9700110A ON r -1 EXISITNG COVERED/ROOFED 10-6-2014. L _ J AREA PERMITTED OPEN DECKING L _ J EXISTING COASTAL/404 WETLANDS �. (DWR #2014-1148 VER. 3) ®PERMITTED WOOD RAMP, WOOD WALK, STEPS, AND ELEVATED BOARDWALK(DWR #2014-1148 VER. 3) PROPOSED COVERED/ROOFED AREA OBSERVED NORMAL WATER (CURRENTLY PERMITTED AS OPEN DECKING PER LEVEL (09/18/14) DWR #2014-1148 VER. 3) PERMITTED WORK PER DWR #2014-1148 VER. 3: 1. EXISTING HOME TO BE ELEVATED AND PILINGS REPLACED (SAME BUILDING FOOTPRINT) 2. PERMITTED OPEN SLATTED DECK AND ACCESS STAIRWAY A. DECK AREA WITHIN ZONE 1: 532.4 SQ.FT. B. DECK AREA WITHIN ZONE 2: 660.6 SQ.FT. 3. PERMITTED 472 SQ. FT. OF COVERED/ROOFED AREA A. COVERED AREA WITHIN ZONE 1: 367.8 SQ. FT. B. COVERED AREA WITHIN ZONE 2: 104.2 SQ. FT. PROPOSED REFINEMENT DUE TO BUILDING SHIFT - 1. PROPOSED OPEN SLATTED DECK AND ACCESS STAIRWAY A. DECK AREA WITHIN ZONE 1: 417.27 SQ. FT B. DECK AREA WITHIN ZONE 2: 697.1 SQ. FT 2. PROPOSED 472 SO. FT, COVERED/ROOFED AREA A. COVERED AREA WITHIN ZONE 1: 305.8 SQ. FT. B. COVERED AREA WITHIN ZONE 2: 166.2 SQ. FT. PERMITTED 472 SQ. FT. COVERED/ROOFED OBSERVED NORMAL WATER AREA LEVEL (09/18/14) PERMITTED OPEN DECKING - a Y V . ViCIIRTY MAP (OCRACOKE) N.T.S. PAMLICO SOUND V EXISTING STRUCTURE y TO BE ELEVATED \i �(ON NEW PILINGS) Jam'- r * �•'/\�eeeei♦eeeO♦eeeie+eie♦e+ie0e♦eee♦iee♦eie♦eeireeoeoeoie+ee1i.eeoioeeeeie♦eee+eeiee+eeeieeee+eeeiee+eeleieeeeeeeeeieee♦♦♦eeee♦eeeeeeeeeieeeeeeeeeeeeeeeeeieeeoeee♦eeeeeoOeee+eeelieeeee♦��e.i:L.nelee♦e�•e♦e.ee�♦ee•oeeo♦e.eee�.te'�ee.„•ee��r, • • • •���[[ i�+I STAIRS ► eeeei+eeeeioie•O � ` �eeeeeeeeeee+eeeo�,✓►e000e000eeo� � a .,e � e a e e. e e e o o e e o o� -. S 1- ". f veeo leeeee lleefe♦♦eee"►eee♦eeee^/'Tee {}l•eel�eeeoe+ •\ . ♦eleeeeeev�eee♦♦ee♦a-e aye e,♦ea'eeeee/eeee♦ " ROOF DRIP " LINE OF t / � �►eeeeeeeee0 ee eeeeee�:t ': ��( f.''e0eeoee+Aer ♦eeeee♦eereeeee♦♦♦♦ 1. 1�♦"\eeee♦ee. ♦♦ • ' • • 1 ►eeee+eee+eeeeeeee� �eoeeeepeeeeeeeeeeeii�♦,waw Ar.,e+eee+O+eeeee ►eeee4e+ee� � �t4EXISTING BUILDING LOT LINES PE ►+eee++leeoeeeeeeeeoeeese+e+eeeeee0eeeeoeeelt�_�U+teleeeeeeeleeee .ele .eee.! STEPS ..►.....................e..e.........e:..., til' 1RECORD LeeaeeDD.+ae. n+...+ie.+.+.:.eoaeie.+.�`2s .=:-.`:- :.+.ee.•t X 1.6' 30• TAR -PAL,. BUFFER (zDNE t)\ i7- X -T 9- -- FLUSH OBSERVED WATER LEVEL (09/18/14) h 30' TAR -PAM. BUFFER `' X 1.2' LOT 13, 14, NORTH 1/2 OF LOT 15& ADJACENT 36' X 50' PARC _ _ X 2.4' cl 8' MBL (ZONE 2) w -PAM. BUFFER X 1.4 50' TAR w t t -T--I �a + N 81'03'00" W 138.77' LOT 12 WOOD/ROPE FENCE (TYP.) �•-� �I! to t(rl 0. CONCRETE u �,icfff. Ijr rrxrt, n� 50' TAR -PAM. BUFFER t�>,�f r�'lfJ•1�)c '3• 1�'J,11 J11lfi? i'�id JE t7��r {Y� aBG�',l Y aa( ,.last •rt) m N w r f'�� sr is X 2.8'5 0�lJd �Lot f ra .r I f ta3r oykr�.W1J5CAMA t'"'4 r sr Lra'I ti'a AEC x x_x Q w X 3.0 8 Ln ;bob .h I X ' `�ti9a6 % X ' I I l(ASPHALT)' 0.5' BG J m X 4.0'1 S/T X 2.3' 0.2' BG 1 w 0.63• EAST Z OF PL X 2.5 a� 0 2 r 2.3' 04 BL X 2.7' r*' 4.30 ' 100.00 N 81'03'00" W 102.52 N /F S. 1/2 OF LOT 15 (DB 113, PG 150) FLUSH APPROX EXISITNG ONSITE SEPTIC DRAIN FIELD (NOT SURVEYRED) PAMLICO SOUND OBSERVED NORMAL WATER LEVEL (09/18/14) BG 0400U� ►--t �zaW� ,WWaHO>� aaw00 Ix U z O La � U 0 � x R' z Q 0 N Z 6c x z z 3 0 0 h W U m490 0 N ail Z x U 1`z<- 0 <Zw<z `'' O K a Z OWN - � Z z3 tn�0_j0 ! d aciL 6N-zlv�= �N0a:D v10=ycn0irP U K m x w 0 0 a0 -0 -Q_ azU)icnw Oa W w Wo Z 0 Z 4 Z W V1 N HU=�NtniZOf¢/IZI- xtn wow=1-60xw' DO OQ to t�OZUOt_M02 Z �#6 zQO awD0QUW OW CL OW M'�Ld 0 C) 2W0wC)Z U°' �LLJa o�~0w DC) o�rnw v,owzr�wi0,> u/oa �x�La LC°�0 W N 0 m m W 0 g 3 N Y Lo ow! d o U co O Iq. CL OD 0 N::!►;,iii ..y . ;.'._ ,:100Ln mb 0 , _125 _ �� i .i ♦uw 10ill L z EL ViCIIRTY MAP (OCRACOKE) N.T.S. PAMLICO SOUND V EXISTING STRUCTURE y TO BE ELEVATED \i �(ON NEW PILINGS) Jam'- r * �•'/\�eeeei♦eeeO♦eeeie+eie♦e+ie0e♦eee♦iee♦eie♦eeireeoeoeoie+ee1i.eeoioeeeeie♦eee+eeiee+eeeieeee+eeeiee+eeleieeeeeeeeeieee♦♦♦eeee♦eeeeeeeeeieeeeeeeeeeeeeeeeeieeeoeee♦eeeeeoOeee+eeelieeeee♦��e.i:L.nelee♦e�•e♦e.ee�♦ee•oeeo♦e.eee�.te'�ee.„•ee��r, • • • •���[[ i�+I STAIRS ► eeeei+eeeeioie•O � ` �eeeeeeeeeee+eeeo�,✓►e000e000eeo� � a .,e � e a e e. e e e o o e e o o� -. S 1- ". f veeo leeeee lleefe♦♦eee"►eee♦eeee^/'Tee {}l•eel�eeeoe+ •\ . ♦eleeeeeev�eee♦♦ee♦a-e aye e,♦ea'eeeee/eeee♦ " ROOF DRIP " LINE OF t / � �►eeeeeeeee0 ee eeeeee�:t ': ��( f.''e0eeoee+Aer ♦eeeee♦eereeeee♦♦♦♦ 1. 1�♦"\eeee♦ee. ♦♦ • ' • • 1 ►eeee+eee+eeeeeeee� �eoeeeepeeeeeeeeeeeii�♦,waw Ar.,e+eee+O+eeeee ►eeee4e+ee� � �t4EXISTING BUILDING LOT LINES PE ►+eee++leeoeeeeeeeeoeeese+e+eeeeee0eeeeoeeelt�_�U+teleeeeeeeleeee .ele .eee.! STEPS ..►.....................e..e.........e:..., til' 1RECORD LeeaeeDD.+ae. n+...+ie.+.+.:.eoaeie.+.�`2s .=:-.`:- :.+.ee.•t X 1.6' 30• TAR -PAL,. BUFFER (zDNE t)\ i7- X -T 9- -- FLUSH OBSERVED WATER LEVEL (09/18/14) h 30' TAR -PAM. BUFFER `' X 1.2' LOT 13, 14, NORTH 1/2 OF LOT 15& ADJACENT 36' X 50' PARC _ _ X 2.4' cl 8' MBL (ZONE 2) w -PAM. BUFFER X 1.4 50' TAR w t t -T--I �a + N 81'03'00" W 138.77' LOT 12 WOOD/ROPE FENCE (TYP.) �•-� �I! to t(rl 0. CONCRETE u �,icfff. Ijr rrxrt, n� 50' TAR -PAM. BUFFER t�>,�f r�'lfJ•1�)c '3• 1�'J,11 J11lfi? i'�id JE t7��r {Y� aBG�',l Y aa( ,.last •rt) m N w r f'�� sr is X 2.8'5 0�lJd �Lot f ra .r I f ta3r oykr�.W1J5CAMA t'"'4 r sr Lra'I ti'a AEC x x_x Q w X 3.0 8 Ln ;bob .h I X ' `�ti9a6 % X ' I I l(ASPHALT)' 0.5' BG J m X 4.0'1 S/T X 2.3' 0.2' BG 1 w 0.63• EAST Z OF PL X 2.5 a� 0 2 r 2.3' 04 BL X 2.7' r*' 4.30 ' 100.00 N 81'03'00" W 102.52 N /F S. 1/2 OF LOT 15 (DB 113, PG 150) FLUSH APPROX EXISITNG ONSITE SEPTIC DRAIN FIELD (NOT SURVEYRED) PAMLICO SOUND OBSERVED NORMAL WATER LEVEL (09/18/14) BG 0400U� ►--t �zaW� ,WWaHO>� aaw00 Ix U z O La � U 0 � x R' z Q 0 N Z 6c x z z 3 0 0 h W U m490 0 N ail Z x U 1`z<- 0 <Zw<z `'' O K a Z OWN - � Z z3 tn�0_j0 ! d aciL 6N-zlv�= �N0a:D v10=ycn0irP U K m x w 0 0 a0 -0 -Q_ azU)icnw Oa W w Wo Z 0 Z 4 Z W V1 N HU=�NtniZOf¢/IZI- xtn wow=1-60xw' DO OQ to t�OZUOt_M02 Z �#6 zQO awD0QUW OW CL OW M'�Ld 0 C) 2W0wC)Z U°' �LLJa o�~0w DC) o�rnw v,owzr�wi0,> u/oa �x�La LC°�0 W N 0 m m W 0 g 3 N Y w: a M ow! d o U co O Iq. = U