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Home My WebLink About20150704 Ver 1_CAMA Permit_20150903Montalvo, Sheri A From: To: Subject: Scarbraugh, Anthony Thursday, September U3'ZUl53:l8PK4 K4onta|wo, Sheri A FVV Knoch Property, Hyde County P15035'[ama'000315.pdf, Knoch Property, Hyde County **************************************************************************** E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statue or other regulation. From: Brian Rubino [mmailto:lbirulbiinm(a-)amilble.coirn] Sent: Thursday, September O],2O152:O2 PM To: Scarbnaugh,Anthony Subject: RE: Knnch Property, Hyde County Shoreline Stabilization Rip Rap Zone 1:5,939sq.tt. Zone 2: 749 sq.ft. tone 1: 325 sq.ft. tone 2: 205 sq.ft. Brian O. Rubino, P.G. Vice President Quib|e &A*asociates' P.C. 8466 Caratoke Highway, Bldg 400 1 Powells Point, NC 27966 P.O. Drawer 870 Kitty Hawk, NC 27949 t 252.491.8147 f 252.491.8146 www.auible.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, September 02, 2015 4:09 PM To: 'Scarbraugh, Anthony' < anthonv.scarbrauRh(@ncdenr.Rov> Subject: Knoch Property, Hyde County sq.ft. (red) in Zone 2. Please let me know if you need any additional information. I` 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.ciuible.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: Matt Hurdle Sent: Wednesday, September 02, 2015 2:54 PM To: Brian Rubino <brubino(@Quible.com> Subject: P15035- Cama- 090215.pdf N/F VICTOR U. 1EANETEF \DD 167, PG 535 \ N5/ °32 - "E • N51°32'03 "E 1177.7/' 63.20' \\ ` � � � � ,� " � � " L � � ,� " � � � � y � � � " � � � ,� � � � � � ,� � � � � � - � k � � ,� � � � � � ,� � V. � �- \ t' is le. V_ ti v v ti u. Ic � � � � � � � � � � v � � Y. � It v v v_ L \ � v � � � v L � v � � � v �' � � v � � v � � v � � � v � � � � � � � � � � � � � IL � L L � � � � 11 L V- v v v �` v v - v v IL v v v v v v v v v �. \ v � v v. \\ v v v IL v v v v v v v v v 11 v_ Ll Ic v. v. I� v_ I� y v_ Ic v_ is k. �` v v �` �` �` �- �` �' v �- �` �` �` �- �` v v �` v v �` v v v v v v v v IL v v v v v v. v v v v v v v IL v v v v v v v v v v v v v v v v v v v v L v v v v v v v v v v v v v v v \\ v v v v v v v v v v v v v v v v v v v v v v v I IL v v v v v_ v v v G k. G \ v v v v v ,� " v v v v PROPOSED \ v v v v v v v v v v v v v v v LOW - PROFILE _ \ c v v_ v v v_ k L 1 v v. v v_ v v_ v_ k. v v v_ /-U RIP -RAP 321 LF v v v l v v v �` v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v O rn I v v v v v v v v PROPOSED v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v k 1 v I 4. - IL Ic v v v v v v v I[ v v It i_ 4. -1 �+ ' v 1 v v v v v v v v v v v v v 15" CULVERT v v _ v v v v v v v v v v v v v PRO POSED v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v /// - 1v\ \ Qj 0 v v 1 v v v v v v v v v v v .. 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IL v \ I i \ \ v Ic IL � � �, v v � � v � � v PROPOSED v �v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v PROPOSED I &RPARKINGIVE \\ v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v \ UPLAND PROTECTION % I / v /v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v LEGEND RIP -RAP 134 LF / v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v II PROPOSED v v v v v v v v v v v v v v v v v v v (5,939 SR j CK IN ZONE 1 BUFFER RIP ORAP 56 LF / %' • •1 UPLANDS rf' / v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v \ I RIPRAP /ROCK IN ZONE 2 BUFFER \ \ v v v v v NOTES: v \ \k v K\ -- v v 1. OWNER /APPLICANT: DAVID H. & ANN B. K NOCH v v v ( 749 SF ) PROPOSED 10' 404 573 HUNT CLUB DRIVE v v v v v v v GRAVEL DRIVE v v v v v v PROPOSED v , v COROLLA, NC 27927 ZONE 1 BUFFER (325 SF) SILL SECT F v L(EP! v v v GRAVEL RAMP /APPROACH IN v 83 L v v 2. PIN: 7622 -75 -5974 v v v v v v v v v v v v v v v v v v v v v \\ \ / / / / v v v v GRAVEL RAMP /APPROACH IN \ \\ v v v v v v v 4 3. RECORDED REFERENCE: DB 262, PG 911 v v v v v v v v v v v v v v v v ZONE 2 BUFFER (205 SF) \ v v v \\ v v v v v /� v v v v v v v v �4. TOTAL TRACT AREA = 898,770 SF / 20.63 AC v v v v v v �T� v v v v v v v Iv I v v v v v v� v COA5TAL v v v v v v UPLANDS = 123,582 SF / 2.84 AC L v v v v v v v v v I j v v v v v v v WETLAND v v v WETLANDS = 775,188 SF / 17.79 AC v v v v v v v v v v. PROPOSED v II Iv v v v v v v\ v v v v v v LINE(T1v. v v v v v 5. TRACT AREA WITHIN 75' AEC = 80,688 SF / 1.85 AC v v v v v v v v v v v v v v v v k. - v v v v v SITE � _ + SILL SECTION #1 + I v v v v v v v v v v v v v v v v v v v v v v v v v v v v 70 LF moo, v v v 1 v v v v v v v v v v v v v v 6. APPROXIMATE LAND DISTURBANCE = 41,421 SF / 0.95 AC v v v v v v v v v v v v v v v v co v v v v. v v v v v v v v v v v v v v v v v v 7. TOTAL LENGTH OF SHORELINE = 1,093 LF v v v v v v v v v v v v v v v v I v v v v v v v v v v v v v v v v v 8. PROPOSED IMPERVIOUS LOT COVERAGE = 18,690 SF (2.08 %) v v v v v v v v v v v v k v v v v v v v v v v v v v v v v v v v v (WITHIN 75' AEC = 800 SF (0.99 %) v v v v v v v v v v v v v v ag o FUN60 v v v v v v v v v v v v v v v v v v v v v v v v9. BOUNDARY AND WETLAND DATA SHOWN BASED ON MAP ENTITLED "WETLAND SURVEY v v v v v v v v v v v v v v v v L v v v v R1VER /j v v v v v v v �A v v v v v v v v v v v FOR BRIAN BARONE" BY McKIM & CREED, DATED 05/23/2008. v v v v v v v v v v v v v v v v v v v v v v v v v v v v v PROPOSED x,35'., PILE v v v v v v v v v v v v 10. PROPERTY IS LOCATED IN NFIP FLOOD ZONE AE (EL.7') AND SUBJECT TO CHANGES. v v v v v v v v v v v v v v v v v v PROPOSED j� I v SUPPORTED � EHICULAR v v v v v v v v BASED ON COMMUNITY CID NO. 370133; PANEL 7622; SUFFIX J. v v v v v v v v v v / + + PILING FOR f I I \ BRIDGE v v v v v v v v (MAP NUMBER 3720762200J) EFFECTIVE DATE: 05/15/2003. _ v v v v v v v v v v ��/j�(/'� Q \/� ��„ v v v OSPREY NEST sz, '+ 1 A �L v v v v v v v v v v v v v v v v v v v v • iVINi i t MAP (Hyde County) v v v v v 11. APPROVED DELINEATIONS: ,- v v v v T� v v v v v v v v v v IL A. SECTION 404 WETLANDS - APPROVED BY USACE SAW- 2008 -02276 y v v v v v v v v v v v v v N.T.S. / v v v B. COASTAL WETLANDS ALONG WATERFRONT AND PROJECT AREAS DELINEATED BY v v v v �LIAE(TYP) v v v v v v v v v v NCDCM IN MAY 2015. LOCATED BY QUIBLE & ASSOCIATES, PC IN MAY 2015. v v v v v v v v v v v v v v v v v - v v v 6 \) \ \ v v v v v v v v v v C. NWL LOCATED BY QUIBLE & ASSOCIATES, PC IN MAY 2015. v v v v v v v v v v v v v v v v v v v v v / I \ \\ \ v v v v v v v v v a ! \ v °v v \ v v / v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v IL v v v v v v v v v v v v v v 11. PROPOSED v v WORK: v v v v v. v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v / v v =v v v J v U v t v v v v - v v v v `v V v v v v v v 3v 3' 73 v v - A. DRIVEWAY THROUGH SECTION 404 WETLANDS = 21,140 SF / 0.49 AC OF v v PROPOSED v WETLAND IMPACTS v v v UPLAND PROTECTION \ B. RIP -RAP STABILIZATION: v v v v v v RIP -RAP 466 LF 0 \,-PROPOSED 10' v v v PROT T 0 v 061 " yd LV' , b. LOW PROFILE ADJACENT 0 WETLANDS = 558 LF x 6' v � GRAVEL DRIVE LINE(YP� v v v � c. x .' PROPOSED 2 TIE PILINGS _rap: C. VEHICULAR BRIDGE TO ACCESS BRIDGE 135' x 10' v v v_ U3 v v v v v v 15' OFF EDGE v (SPANS 88 OF COASTAL WETLANDS & 124 OF SECTION 404 WETLANDS) v v v v D. 3 -BR HOUSE WITH ON -SITE SEPTIC SYSTEM v - / - -- N I I ( ( 1 � o OF PLATFORM \ v v v v E. GRAVEL BOAT RAMP /AUNCH v PIER 100 ) PLATFORM (12'x8') & BOAT SLIP AT END W/ 2 TIE PILINGS. v NIP PROPOSED PROPOSED PROP. G. PILING OSPREY 6'X100' PIER 0'x60' KHN S. FRR d 8'x12' PLATFORM v v REBECCA SEARS + + B 12 THIS � I BUILDING BLEC RI R) NWL (0.0') j v v v v v ( DB 2PG + L SFFDON v v EASEMENTS, COV NANTSETC, THAT MAY BE REVEALED BY A FULL AND v v v SILL IL TITLE SEARCH. v v v _ - v i v v v v v v v v v v 15' v v v v v v v IL v n v v v v v v v v - - - - - - - - - - - - - -- NW_ - - - -- - UPLANDS v v v NPYL v v v v v v (05/20/5) v SUBSTRATE U O r � _J C5 Az k SUBSTRATE = v 12' v 1 ,Z U v v v v v v v v v v v v v v v v v v v v v v v v v v v v MAX MAX i [v / v v v v v v v v i��° � � �� SILL SECTION ►I v v v v v v v v v � NTS IL v v v L V. IC. IL O O v v v v v v v v v v v v v v v v v v/ 135' BRIDGE v v v v v j STRUCTURAL DESIGN BY OTHERS v v v v I v v v v v v v v v v % l - - - - -\ �� v v v v v v v v v v v v v v 22' WETLAND IMPACT AREA M �,Illt �` v v v v v� 6' O O WOOD v v v 10' GRAVEL 1 PILINGS SURFACING I 88' COASTAL WETLAND CROSSING ( / v v v v On AL v �- v _ 1i1L WL LOW-PROFILE • / // \ /v v v v v v v L 3 N AL I CULVERT - 1 124' SECTION 404 WETLAND CROSSING RIP -RAP 181 LF / • / v L v v v - - - - - -- + / �/ •• / / /v v v -v v v v v v v v v v v v v 13g�' NWL FINISH EXISTING *STRUCTURAL DESIGN BY OTHERS +3 \ GRADE GRADE PILE- SUPPORTED BRIDGE PIER SECTION +, 1 OVER w j ,LANDS NTS 3S r S ThL''TLAND IMPACT SECTION N.T.S.j \, \ KIMBERLYB.SI+AW 'TYPICAL SECTION OF RIP RAP NTS 1 OB al, P& 666 ADJACENT TO "z' 1 LANDS 1 NTS 0 1 II ILEGEND CRUSH RUN is jo l I� iT o i / F_ __l 8' (TYP.) 20' / JURISDICTIONAL WETLANDS PROPOSED UPLAND PROTECTION RIP -RAP L -J l I------------------------- NWL------------------- - - - - -- I�III III�I VIII 1111' / PROPOSED LOW- PROFILE RIP -RAP ��' PROPOSED WETLAND IMPACTS ADJACENT TO WETLANDS "' N ��' NWL VIII I I I ; GRAPHIC SCALE / PROPOSED GRAVEL SURFACING PROPOSED RIP -RAP SILL 0 50' 0 25' 50' 100' PROPOSED PILE SUPPORTED STRUCTURE + 300 WATER DEPTH SOUNDING VIII VIII _VIII VIII VIII VII (PIER /BRIDGE) (BASED ON NWL) TYPICAL SECTION OF RIP RAP ADJACENT TO UPLANDS CROSS- SECTION FOR *STRUCTURAL DESIGN BY OTHERS I I - ( IN FEET ) NTS GRAVEL RAMP, 1 inch = 50 ft. a NTS U) z 0 w w EL w Q u O Q Z J O 0% Q U 0_ WO Z U O az • \ O ��. 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