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Home My WebLink About20141148 Ver 1_Revision to Major Variance for Peter Warlick Ocracoke_20181018From: Brian Rubino To: Scarbrauoh. Anthony Cc: B Jemison; brian samick Subject: [External] Peter Warlick Ocracoke Date: Thursday, October 18, 2018 3:51:02 PM Attachments: innaae001.Dna P14058 -BUFFER -Revision 2018-DWR Variance- 101618.Ddf External email. Do not click links or open attachments unless verified. Send all suspicious email as an Lattaciu�: - • • ��. Anthony, Please see revised and updated buffer zone variance/authorization plan for Peter Warlick on Ocracoke. This revised plan has been created based on information and drawings provided by Barbara Jemison, house plans by Florez and Florez and conversation with the GC, Brian Samick. This current plan constitutes a net decrease in deck/stair coverage with both Zone 1 and Zone 2 buffers, but this does include a handicap loading concrete pad that totals 76 sq.ft. in Zone 2. Please let me know if you will need anything additional from me or anyone working on Mr. Warlick's behalf to process this modification. Thanks, Brian Brian D. Rubino, P.G. Vice President Quible & Associates, P.C. 8466 Caratoke Highway, Bldg 400 Powells Point, NC 27966 P.O. Drawer 870 Kitty Hawk, NC 27949 t 252.491.8147 f 252.491.8146 www.quible.com LEGAL DISCLAIMER The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer. From: Brian Rubino Sent: Wednesday, October 17, 2018 4:19 PM To: B Jemison <bjrpj47@gmail.com>; brian samick <bsamick@hotmail.com> Subject: RE: Warlick Photo Please see attached. Let me know if you would like me to send to Anthony Scarbraugh at DWR or if you would prefer to do that. As you explained, there is a net decrease in decks in Zone 1 and 2. Brian From: B Jemison <b4ra647(@gmail.com> Sent: Tuesday, October 16, 2018 1:55 PM To: Brian Rubino <brubino(@quible.com> Subject: Warlick Photo Attached photo. File too big to include with documents Barbara LNGNND - EX. PIPE - EX. 1/2' REBAR 0 - 1/2' REBAR SET - EX. 4' X 4' CONC. MON. ❑ - EX. WOOD POST - EX. MAG NAIL & WASHER - EX. P/K NAIL & WASHER 38E - CALCULATED POINT ® - WATER METER tPHONE PEDESTAL C.A.T.V. UTILITY POLE GUY WIRE - FIRE HYDRANT ®- ELECT. TRANS. AG - ABOVE GRADE BG - BELOW GRADE EXISTING STRUCTURE (TO BE ELEVATED ON NEW PILINGS) EXISTING OPEN DECKING (TO BE ELEVATED ON NEW PILINGS) EXISITNG COVERED/ROOFED AREA ®PERMITTED WORK (DWR #2014-1148 VER. 4) PROPOSED REFINEMENTS TO VER. 4 - EXISTING BOUNDARY AND SURVEY INFORMATION OBTAINED IN ELECTRONIC FORMAT FROM SEABOARD SURVEYING AND PLANNING. FILE 9700110A ON 10-6-2014. F -1 EXISTING COASTAL/404 WETLANDS L -J -IV � 'IV/ X 0.9' X O. f� / .1r � LOT LI / RECORD PLAT (TYP.) Y 1.6' 30' TAR -PAM. BUFFER (ZON,) FLUSH OBSERVED WATER LEVEL (09/18/14) OBSERVED NORMAL WATER LEVEL (09/18/14) PERMITTED WORK PER DWR #2014-1148 VER. 4: 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: 417.27 SQ. FT B. DECK AREA WITHIN ZONE 2: 697.1 SQ. FT PROPOSED NEW WORK: 1. CONSTRUCTION OF ACCESS STAIRWAY AND RAMP EXTENSION A. TOTAL NEW DECK AREA PROPOSED: 140 SQ.FT. B. DECK AREA WITHIN ZONE 1: 26 SQ.FT. C. DECK AREA WITHIN ZONE 2: 114 SQ.FT. 2. CONSTRUCTION OF AN IMPERVIOUS CONCRETE PAD A. TOTAL CONCRETE AREA IN ZONE 2: 76 SQ. FT. 3. NEW TOTAL OPEN SLOTTED DECK AND ACCESS STAIR AREA: A. DECK AREA WITHIN ZONE 1: 381.5 SQ. FT B. DECK AREA WITHIN ZONE 2: 659 SQ. FT C. NET CHANGE ZONE 1 (DECREASE): 49.27 SQ. FT D. NET CHANGE ZONE 2 (DECREASE): 38.1 SQ. FT. PERMITTED 472 SQ. FT. COVERED/ROOFED AREA OBSERVED NORMAL WATER LEVEL (09/18/14) PERMITTED OPEN DECKING-\ , X 1.2' x 1.0' PROPOSED OPEN STEPS, LANDINGS, AND RAMP (ZONE 1) EXTENSIONS 30' TAR -PAM. BUFFER X 1.2 X 2.6' I-fT PROPOSED LLLL_ CONCRETE - - X 2.4' ❑ 8' MBL (ZONE 2) - El X 1.4' 50' TAR -PAM. BUFFER N 81'03'00" W 138.77' LOT 12 x f CONCRETE 1+1�F !. I p C) - 5n p'. FENCD/ROPEE (TYP.) �I I co N!_. I p'r z I _X MR Y I I I I I I 1 �9 I I I Imo/ I � 1 f9.5' j I (ASPHALT)1 I X I x i J GRAVEL M. DRIVE x r 0.5' BG PAMLICO SOUND VICINITY MAP (OCRACOKE) N.T.S. PAMLICO SOUND V EXISTING STRUCTURE y TO BE ELEVATED �(ON NEW PILINGS) I PORCH 1 :n IN 1 STORY FRAME DWELLING ON 8.0' --P-i-LINNGAS L_ _- c 13.7' I =- 40.3'/ 50' TAR -PAM. BUFFER X 2.8' \ CAMA I i EC Ia <wX 3.0' Q< 8.4' X 4.0'I of S/T -1 L L i I U- m 0.2' BG w 0.63' EAS a z OF PL X 2. 'Ia o � I Q 100.00' I N 81 -03'0j; ; -W 102.52 m J 00 X 12.3' XI 2. X 2.7 4.30'- APPROX EXISITNG ONSI%-USH SEPTIC DRAIN FIELD (NOT SURVEYRED) ITTED LANDING AND STAIRS (APPROX. 13.5 SF) ROOF DRIP LINE OF EXISTING BUILDING PAMLICO SOUND OBSERVED NORMAL WATER -LEVEL (09/18/14) 2' BG e o o Z Z � Z ioil l � �.N U I z ° a> z z a= a E ti U n y C C N O C Z U O N 3 N a a v=iz t p °J F� UUU W' >:aomo 0 0 V" 3 1 I-� M J O O VN Imo•_ a * a- o E z w N i ro o g a oinNN �Z w o S z m o o ZZ w atL'.c m rA U �Z�Wr�is aaP4UO z p� O ao � U w 0 0 04 O LLJ U CA Z yw I_ J fl� Q C3 O O N Z U = d a �x l Z O H �I w O U OfU r� O o o zf Q o >_ aowaz ul U KaZ LLJ U) o�� a a�i� 0-az=gig= �N oao u)o=}�w�' 0�0� �o �w u000a�z�v~un �aww wzoz_azwn o �<=mu>uwi�-zp<-zow 2 N N 0~="w U K w O UQ nwoz_ood�oz_z a w a O a J O U =)L06 O w ow�dz U m = wa0 0 woQ o U -O U j 0 om LLJ nmQ O0w QwoWnwZmw> uOJ=Jo,�0 Q HQ=wZ U H U Op m m !0 ce Q u"), m o a a w o I- o z U LINE TABLE LINE I LENGTH BEARING L1 236.00 S81 *03'00"E L2 75.00 S06 -55700"W L3 1.10 N08'01'48"E L4 5.57 N22'29'03"W L5 36.34 N11'50'31"E L6 13.47 N74'51'01"E L7 1 33.62 584'26'25"E L8 31.54 583'31'48"E L9 49.49 S84'08'08"E L10 14.06 N78'58'27"E L11 1.40 N11'36'49"E L12 37.16 582'04'01"E L13 53.50 S81 *43'03"E L14 1 15.84 580'30'41"E L15 36.33 S88 -12'26"E L16 7.36 S10'21'18"E L17 30.31 582'52'43"W L18 31.25536'51'50"W L19 47.60 SO6'33'21"W - EXISTING BOUNDARY AND SURVEY INFORMATION OBTAINED IN ELECTRONIC FORMAT FROM SEABOARD SURVEYING AND PLANNING. FILE 9700110A ON 10-6-2014. F -1 EXISTING COASTAL/404 WETLANDS L -J -IV � 'IV/ X 0.9' X O. f� / .1r � LOT LI / RECORD PLAT (TYP.) Y 1.6' 30' TAR -PAM. BUFFER (ZON,) FLUSH OBSERVED WATER LEVEL (09/18/14) OBSERVED NORMAL WATER LEVEL (09/18/14) PERMITTED WORK PER DWR #2014-1148 VER. 4: 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: 417.27 SQ. FT B. DECK AREA WITHIN ZONE 2: 697.1 SQ. FT PROPOSED NEW WORK: 1. CONSTRUCTION OF ACCESS STAIRWAY AND RAMP EXTENSION A. TOTAL NEW DECK AREA PROPOSED: 140 SQ.FT. B. DECK AREA WITHIN ZONE 1: 26 SQ.FT. C. DECK AREA WITHIN ZONE 2: 114 SQ.FT. 2. CONSTRUCTION OF AN IMPERVIOUS CONCRETE PAD A. TOTAL CONCRETE AREA IN ZONE 2: 76 SQ. FT. 3. NEW TOTAL OPEN SLOTTED DECK AND ACCESS STAIR AREA: A. DECK AREA WITHIN ZONE 1: 381.5 SQ. FT B. DECK AREA WITHIN ZONE 2: 659 SQ. FT C. NET CHANGE ZONE 1 (DECREASE): 49.27 SQ. FT D. NET CHANGE ZONE 2 (DECREASE): 38.1 SQ. FT. PERMITTED 472 SQ. FT. COVERED/ROOFED AREA OBSERVED NORMAL WATER LEVEL (09/18/14) PERMITTED OPEN DECKING-\ , X 1.2' x 1.0' PROPOSED OPEN STEPS, LANDINGS, AND RAMP (ZONE 1) EXTENSIONS 30' TAR -PAM. BUFFER X 1.2 X 2.6' I-fT PROPOSED LLLL_ CONCRETE - - X 2.4' ❑ 8' MBL (ZONE 2) - El X 1.4' 50' TAR -PAM. BUFFER N 81'03'00" W 138.77' LOT 12 x f CONCRETE 1+1�F !. I p C) - 5n p'. FENCD/ROPEE (TYP.) �I I co N!_. I p'r z I _X MR Y I I I I I I 1 �9 I I I Imo/ I � 1 f9.5' j I (ASPHALT)1 I X I x i J GRAVEL M. DRIVE x r 0.5' BG PAMLICO SOUND VICINITY MAP (OCRACOKE) N.T.S. PAMLICO SOUND V EXISTING STRUCTURE y TO BE ELEVATED �(ON NEW PILINGS) I PORCH 1 :n IN 1 STORY FRAME DWELLING ON 8.0' --P-i-LINNGAS L_ _- c 13.7' I =- 40.3'/ 50' TAR -PAM. BUFFER X 2.8' \ CAMA I i EC Ia <wX 3.0' Q< 8.4' X 4.0'I of S/T -1 L L i I U- m 0.2' BG w 0.63' EAS a z OF PL X 2. 'Ia o � I Q 100.00' I N 81 -03'0j; ; -W 102.52 m J 00 X 12.3' XI 2. X 2.7 4.30'- APPROX EXISITNG ONSI%-USH SEPTIC DRAIN FIELD (NOT SURVEYRED) ITTED LANDING AND STAIRS (APPROX. 13.5 SF) ROOF DRIP LINE OF EXISTING BUILDING PAMLICO SOUND OBSERVED NORMAL WATER -LEVEL (09/18/14) 2' BG e o o Z Z � Z ioil l � �.N U I z ° a> z z a= a E ti U n y C C N O C Z U O N 3 N a a v=iz t p °J F� UUU W' >:aomo 0 0 V" 3 1 I-� M J O O VN Imo•_ a * a- o E z w N i ro o g a oinNN �Z w o S z m o o ZZ w atL'.c m rA U �Z�Wr�is aaP4UO z p� O ao � U w 0 0 04 O LLJ U CA Z yw I_ J fl� Q C3 O O N Z U = d a �x l Z O H �I w O U OfU r� O o o zf Q o >_ aowaz ul U KaZ LLJ U) o�� a a�i� 0-az=gig= �N oao u)o=}�w�' 0�0� �o �w u000a�z�v~un �aww wzoz_azwn o �<=mu>uwi�-zp<-zow 2 N N 0~="w U K w O UQ nwoz_ood�oz_z a w a O a J O U =)L06 O w ow�dz U m = wa0 0 woQ o U -O U j 0 om LLJ nmQ O0w QwoWnwZmw> uOJ=Jo,�0 Q HQ=wZ U H U Op m m !0 ce Q u"), m o a a w o I- o z U