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Home My WebLink About59088_NC DOT_201205031 RECir , / i,1ew AMA / ENOREDGE & FILL S V ' .-. E1.NERAL PERMIT MAY Previous permit# ❑Modification ❑Complete Reissue ❑Partial Reissue 4 Z01bate previous permit issued , As authorized by the State of North Carolina, Department of Environment and Natural Resources and the Coastal Resources Commission in'an area of environmental concern pursuant toAA NCAq,, (t ides attached. Applicant Name Project Project Location: County (1how ss Address �!��t"- I � fir i-j� h�1. Street Address/,, jjState Road/ Lot #(s) �/� �% %(� ,�Q, City EA.- -le"M State ziP� �� ytad iu�Er `�tit°G�, _k� )�l �q \ Phone # ( lax # ((Z) �� — `�%?� Subdivision 6� C 0. "°� D ry �'y c � Authorized Agent 4 1 G{fl%iG City ZIP Affected [ICW ',OW N PTA i f S XlPTS Phone # ( ) River Basin �t ',yL AEC(s): ❑ oe,a �❑ HHF ❑ IH [IUBA El Adj. Wtr. Body , f� nat nan ! unkn ElPws: ElFc: A llw leu, ui ORW: yes / ffiot PNA yes / ,fioj Crit.Hab. yes /,/no j Closest Maj. Wtr. Body Type of Project/ Activity Pier Platf Fing Groi Bulk Basi Boat Boat Beac Oth A Shor SAV: Sand Mo Phot Waivi (Scale: r,� lDags: ■!■■!■iij��■»■��r�■sTn■■■■W-5 ■■■■.■■■■i UIdEAM WAMOMEMENNIMMOMMEMEN length ■■■■■ r■■■■■�■�!�■■w�■■n� W ■r�■■■ n !■Fitt•:L�■►itEra? ''Irr�►�■■r'+f�'l�'JII R■■V/.iT�J^.J■ //J!J■■ number a�■p■■■■■■■■■■■■■■!�i■i■■■■■■1�■■■■■■ . avg max ■!■:..■.■■ .■.�I■.:■ ■■ :_■■!■■■■!■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■!■■■■■■■M OMEN cubic yards ramp louse/ Boatlift �..■NE ..■l...■■...! n Bulldozing ■■■■■�■■■■■MEN ■: :■N:■: Sim 0 ME NNEE ■■■ �!EMINI■■■■■ ■MEMENIMMEME not sure yes MENME not sure yes on- ®■��■■EME■�� ■■ ■■■■■ W no Ir.i`7�rrJ%��i��111f��f.1!!11■!■■■ ■■!■■■■!■■■® _ ... _ . '' ■EM ■ m ■■■ ■ ■■ME A building permit may be requiredq by: (� Q tJ/A,14 f /?LNd4I Notes/ Special Conditions 1 I) )6401, h hi IY brtl, 4L/ Q� i lVe 1 Agent or Applicant Printed N IX r ,4� tom_ rkaN Signature 31F31F Please read comp_Irdnce statement on back of permit i6C."1 Application Fee(s) Check # ❑ See note on back regarding River Basin rules. 64, `7 Bb—"� . Iss,o g Datg/ 6cpira�jon Datea/ �g 4.5 EA /72 /Y Local PlanningJurisdiction Rover File Name Bridge # 35 replacement on SR 1170 ' Chowan County Quadname Edenton 4 Ed Off `;iat I B M PM * r� , ,y^ { Af 1 Brid er# 3S h , C! �T, •r n . r _- , 9 - 1 -at. 36.019172 N I \• \ �\` , IT S Long. 76.579712 W +� ;�'�. _ •a t4 u x IP N. -}� • R - - k + f° 5 ' ?ti Pt �z wet 1 � r 0 0.25 0.5 1 Miles I I I I I I I M M Qc M 0.1 �y � EXISTING BRIDGE No.35 I 12'-2"CLEAR ROADWAY SPANS: 1 A 21-0 , 1 Q 19'-6" i TIMBER FLOOR ON TIMBER JOISTS END BENTS & INT. BENT - TIMBER CAPS ON TIMBER PILES TIMBER CRUTCH BENTS 1 MICHEAL E. OVERTON, JR SITE 1 W7 sov` ,6i,jC. br, DB 300 PG 965 1 dzr'on, N( a193o1 PS 04 PG 53 ' PAV M NIT I BEGIN APPROACH SLAB O ) 4 11+10.00 -L- S A.11+6 . -L- I WOODS GR LENGTH = 68'-9" �e :11EGN (TYP.) EG R/W _ i -� r `al WL �'' .- F----------- ---------""- TO SR 1169 �_ SURVEY -L- N 22°24'13"E TYPE-350 G.R. ANCHOR -------------------- ----- (TYP. U.O.N.) F _c — SHOULDER BERM of -- W _ _ _ GUTTER (TYP.) EXISTING R/W�'�� ti w IS F O EXISTING W RK P NT WATER LINE STA.11+76.34 -L- MARINE GRADE SHEET PILES ROBERT ALLEN BAINES WALL NO.2 DB 233 PG 453 '11 Mudd Cross PB 04 PG 53 R 1 . N o bb sv'.11e rI c. EXISTING UTILITIES TO BE al9`f�D RELOCATED BY OTHERS. STA.11+10.00 ELEV. 9.36 STA. 13+75.00 ELEV. 5.14 GRADE DATA -L- (SR 1170) BEGIN PAVEMENT A. 1+ -L- Vg 20 10----------------- E 0 b -10 O11+00 V� J1 -L- WORK POINT 1 FILL FACE END BENT I TA + 7 - BEGIN APPROACH SLAB ----------- X 53 GALVA ED STEEL PIL (TYP.) 8 o H Z�Y C, ipo 72'-315/6"TOTAL LENGTH ILL FACE TO FILL FACE ALONG C SURVEY -L- MARINE GRADE-u- SHEET PILES WALL NO.1 XISTING RIDGE *35 ------------ 75°00'00" (TYP.) THC CLASS II RIP RAP `�;. ^ W/ FILTER FABRIC (TYP.) MARINE GRADE SHEET PILES - WALL NO. 4 S T R E A M__�.-WE-Tl-Pd �- �1-R ALAS TBM: BM•11 RR SPIKE IN 10"MAPLE ELEV.2.lOHT OF -L- STA.13+19.87 SITE 2 MARINE GRADE EcizntOrl� /�1C SHEET PILES STA. 13+25.16 (PC) END PAVEMENT o27'I ja WALL NO.3 STA.13+75.00 -L- END APPROACH SLAB �_--- A. 12+ 9.63 -L- ��_ 2 CLASS 'B'RIP RAP SLOPE STAKE CAPE COLONY ASSOC. 1 TON W/ 5 S.Y. LINE (TYP.) DB 233 PG 721 NLB zk FILTER FABRIC EXISTING R/W ---------_ F+ --' ------ ___ 5 15" RCP -- TBDI IS"RCP SR 1170 CANAL DRIVE 18' BST "SDI TO 5�1159^ m W 0 Al WOODS s I i PLAN r SCALE : 1" = 15' DENOTES GEO-TECH BORE HOLE LOCATIONS. DENOTES TYPE III GUARDRAIL CONNECTION REO'D. SEE "GUARDRAIL ANCHORAGE FOR VERTICAL CONCRETE BARRIER RAIL" SHEET. NOTE:GUARDRAIL LENGTHS AS SHOWN INCLUDE ANCHOR UNITS. U.O.N. - UNLESS OTHERWISE NOTED FOR PAVEMENT LAYOUT SEE "ROADWAY DETAILS" SHEET. 72P+48_64'-L-�77 DS � EXISTING R/W� 1 3 , / ROBERT V. MAKAR et ux DB 234 PG 224 PB OS PG 18 --,� `—_`-ram SITE 3 PROPOSED WATERLINE Io`� ClIam` Dr, �o12•ntprl) N.G.WOODS STA.12+gg.66 -L WORK POINT 2 FILL FACE END BENT 2 � STA.12+12.50 -L- TA + -1'/2: 1 SLOPE 100 YEAR END APPROACH SLAB NORMAL TO CAP HIGH WATER (TYP,) ELEV. 3.7 RIP RAP CLASS II ( 2'-0" THICK END BENT No.l 90 TONS END BENT No.2 105 TONS TOTAL 195 TONS FILTER FABRIC FOR DRAINAGE END BENT No.1 100 SO.YARDS END BENT No. 2 120 SO.YARDS TOTAL 220 SO.YARDS J I i . IL :I I _ " W --- ------ ---- � li---- - (TYP.) PROPOSED WATERLINE W IP RAP WATER WATER THICK W/ FILTER ELEV.L.O FILTER FABRIC ® DENOTES UNCLASSIFIED STRUCTURE EXCAVATION (2/16/il) ELEV. (-)0.5 (TYP.) (2J}6 t} }) I' 12+00 PROFILE ALONG SURVEY SCALE : 1" = 15' 1 13+00 NOTES 1)MODIFIED METHOD II CLEARING AND GRUBBING (5 FT, FROM CONSTRUCTION LIMITS) 2)CHOWAN #35 WILL NOT REQUIRE -7 IN -WATER MORATORIUM 3)UNNAMED TRIBUTARY TO EDENTON BAY IS A BLUE LINE STREAM SHOWN ON THE EDENTON USGS QUAD MAP 4)LOCATED IN A CAMA COUNTY EXCAVATION = p1,419 SF ® DE HANDS CLEARING RY F F DENOTHLAF&L IN ® DENOTES EXCAVATION IN WETLAND WETLAND IMPACTS TEMPORARY HAND CLEARING EXCAVATION IN WETLANDS SITE 1 54 SF 78 SF 54 SF SITE 2 37 SF 79 SF 37 SF SITE 3 289 SF 403 SF 189 SF TOTAL 380 SF 560 SF 280 SF 14+00 1. 1 rr+rr. e i�--MLILKEY N COUNTY STATION: 12+12.50 -L- REPLACES BRIDGE NO.35 PROJECT NO._ CHOWA ❑CAMA / _! DREDGE & FILL RECEIVED GENERAL PERMIT Previous permit # ,N ❑New ']Modification El Complete Reissue ❑Partial Reissue MAY 14 201pate previous permit issued As authorized by the State of North Carolina, Department of Environment and Natu I Resources LL and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC DCM-MHD Crry [Rules attached. Applicant Name "[!�f l� ! Project Location: County Address i a,t ;A:.,r+ City- is �:t�h1�C7�t State //4—, ZIP Phone # (;Zr ) i l!a/Ix'' #)) (�7,2) y - 172.2 Authorized Agent t ltJl Jilc Affected ❑ CW ❑. EW U PTA ❑ ES LXPTS AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A ❑ PWS: ❑FC: ORW: yes / no PNA yes / no Crit.Hab. yes / no, Street Address/ State Road/ Lot #(s) `.? %% 26 /J,i'� A Q- :-k V. r Subdivision �; G � 1ls,i City G�'*�49.�,ti. ZIP ' %? Phone # ( ) River Basin [�`t",WA4.1 Adj. Wtr. Body !.? - 'Y" (nat�) Closest Maj. Wtr. Body Zd u! ■■■Fi�E%��■//.J�►I�/r,'1'''.i�T►111�■E�'/f�i%�I■■I/�L/// ■■ ■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■■�■■■�■■■ ■■ ■■■ ■ ..■........■■.■..■. ..■........■■ ■■■■■■■■■■■■■■■■■■■ .■........■..■..■.... ■®■... ■■■■ ■■■■.■.■■■■■■ = • ■■■■■■■■■■■■■■■.. ■.........®...®.. ■ . ......■ ®. .■.�■...■■.■■.■ ■■■■■■ NONE ■■■■■■ ■■■■ ■..■.. ENE ■■■■■■O■■■■■■■■■■■■■■ .....�....■.......■■■ IMMEM.. ■■■■■■■ ■■■■■ .■■■■■. ■■■■ .■...■....■....■....■...■..■■... ENE .■ ...: Q5■■■®■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■ ...■....■..................... ■■■■■ :%lliJ?l�IIl1��EiG1!!JI■■■■■■■■■■■■■■■■■ ■■ ■■No ME lux Agent or Applicant Printed Name Signature ** Please read compliance statement on back of permit ** Per mit0 icer's Signatur Issuing Date Expiration Date ; Application Fee(s) Check # Local Planningjurisdiction Rover File Name Statement of Compliance and Consistency This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The applicant certifies by signing this permit that I) prior to undertaking any activities authorized by this permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian landowner(s) . The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available information and belief, certifythatthis project is consistent with the North Carolina Coastal Management Program. River Basin Rules Applicable To Your Project: ❑ Tar - Pamlico River Basin Buffer Rules ❑ Other: ❑ Neuse River Basin Buffer Rules If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215) for more information on how to comply with these buffer rules. Division of Coastal Management Offices Raleigh Office Mailing Address: 1638 Mail Service Center Raleigh, NC 27699-1638 Location: 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 Fax:919-733-1495 Morehead City Headquarters 400 Commerce Ave Morehead City, NC 28557 252-808-2808/ 1-888-4RCOAST Fax: 252-247-3330 (Serves: Carteret, Craven, Onslow -above New River Inlet- and Pamlico Counties) Elizabeth City District 1367 U.S. 17 South Elizabeth City, NC 27909 252-264-3901 Fax:252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Washington District 943 Washington Square Mall Washington, NC 27889 252-946-6481 Fax: 252-948-0478 (Serves: Beaufort, Bertie, Hertford, Hyde, Tyrrell and Washington Counties) Wilmington District 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 910-796-7215 Fax:910-395-3964 (Serves: Brunswick, New Hanover, Onslow -below New River Inlet- and Pender Counties) Revised 08/09/06 replacement e # 35 on SR 1170 Chowan County Quadname Edenton IJ \vf ` 1 `a B M BM r - i r� a I 4^1 SO U Vic._ > l Bridge!# 35 V aY: 36:019172 N Long.-76.579712 W • � • 1 '' � •g - k ski: z . ti wit i - , • �.� � i` _ 'F z Porn; rr- ' ti i4 � 0 0.25 0.5 1 Miles I I I I I I i"Ift eym M oc M 0. jEXISTING BRIDGE No.35 I 12'-2"CLEAR ROADWAY SPANS: 1 W 21'-0", 1 @ 19'-6" TIMBER FLOOR ON TIMBER JOISTS END BENTS & INT. BENT- i TIMBER CAPS ON TIMBER PILES I TIMBER CRUTCH BENTS I MICHEAL E. OVERTON, JR SITE 1 W7 S-1` 6.4L br, DB 300 PG 965 Edt : on, NC 91930t PB 04 PG 53 I 7AV I BEGIN APPROACH SLAB O STA.11+6 .3 -L- I WOODS GR LENGTH = 68'-9" (TYP.) EolWL F - ----------- --- TO SR 1169 Ck. SURVEY -L- N 22*24'13"E TYPE-350 G.R. ANCHOR --------------------- --- (TYP. U.O.N.) F _� SHOULDER B-ERM - of -- — IN — GUTTER (TYP.) � EXISTING R/W`i`�' �1-1 EXISTING WORK POrNT 1 WATER LINE STA. 1]+7�_3q 0 H Z� D ca Z 7yp0 72'-315/6"TOTAL LENGTH ILL FACE TO FILL FACT ALONG � SURVEY -L- MARINE GRADE SHEET PILES WALL NO.1 BRIDGE .35 (REMOVE) IN 75°00' 00" (TYP.) F ^. THC STREAM TBM: BM°ll RR SPIKE IN 10"MAPLE HT OF -L STA. 13+19.87 SITE 2 < ELEV. 2.10 MARINE GRADE STA.13+25.16 (I SHEET PILES F- WALL N0. 3 -L- CLIP RAP I TON W/ 5 S.Y. WLB — _ FILTER FABRIC so o — C F 15" RCP - CLASS II RIP RAPJ`-�� W/ FILTER FABRIC (TYP.) MARINE GRADE SHEET PILES - WALL NO.4 MARINE GRAD) m SHEET PILES 'T ROBERT ALLEN BAINES WALL NO.2 0 DB 233 PG 8 04 PG 453 m"dAC 53 '1� ' ross R) 0 o S F O Nobbsv ^L a,T9ib �1^l EXISTING UTILITIES TO BE RELOCATED 8Y OTHERS. s ^� WOODS r li PLAN STA. 11+10.00 ELEV. 9.36 STA. 13+75.00 ELEV. 5.14 20 10 1 ---------------- 0 M 11+00 GRADE DATA -L- (SR 1170) WORK POINT 11TiNi - 1 L- FILL FACE END BENT 1 ------------ W X 53 GALVA E[ STEEL PIL (TYP.) SCALE : 1" = 15' DENOTES GEO-TECH BORE HOLE LOCATIONS. DENOTES TYPE III GUARDRAIL CONNECTION RED'[). SEE "GUARDRAIL ANCHORAGE FOR VERTICAL CONCRETE BARRIER RAIL" SHEET. NOTE: GUARDRAIL LENGTHS AS SHOWN INCLUDE ANCHOR UNITS. U.O.N. - UNLESS OTHERWISE NOTED FOR PAVEMENT LAYOUT SEE "ROADWAY DETAILS" SHEET. TBDI - 15-RCP SR 1170 CANAL DRIVE 18' BST TBDI SITE 3 STA.12+48.66 -L- WORK POINT 2 FILL FACE END BENT 2 STA.12+12.50 -L- TA + -1l/2: I SLOPE 100 YEAR END APPROACH SLAB NORMAL TO CAP HIGH WATER (TYP.) ELEV. 3.7 rr ___ __ END PAVEMENT a7� Sa STA.13+75.00 -L- 2 -SLOPE STAKE CAPE COLONY ASSOC. LINE (TYP.) DB 233 PG 721 J` EXISTING R/W TO SIR 11S9 W — 1Z WOODS EXISTING R/W 31. ROBERT V. MAKAR et ux D8 234 PC 224 - PB 05 PG 18 PROPOSED WATERLINE lo'} Ca,a\ Dr, �den�-vn 1 N,C. WOODS RIP RAP CLASS II ( 2-0" THICK END BENT No.l 90 TONS END BENT No.2 105 TONS TOTAL 195 TONS FILTER FABRIC FOR DRAINAGE END BENT No.1 100 SO.YARDS END BENT N0.2 120 SO.YARDS TOTAL 220 SO.YARDS vy (TYP.) PROPOSED WATERLINE :tzw rl IP RAP WATER WATER 2'THICK W/ ® DENOTES UNCLASSIFIED STRUCTURE EXCAVATION ELEV.1.0 FILTER FABRIC (2/16/11) E„E,�• �; ;0.5 (TYP.) I NOTES 1)MODIFIED METHOD II CLEARING AND GRUBBING (5 FT. FROM CONSTRUCTION LIMITS) 2)CHOWAN #35 WILL NOT REQUIRE % IN -WATER MORATORIUM 3)UNNAMED TRIBUTARY TO EDENTON BAY IS A BLUE LINE STREAM SHOWN ON THE EDENTON USGS QUAD MAP 4)LOCATED IN A CAMA COUNTY ~ EXCAVATION = 1.419 SF WWIDE RY HANDS CLEARING F F DENOWF�jlLL IN ® DENOTESTION WETLAND IMPACTS TEMPORARY HAND CLEARING EXCAVATION IN WETLANDS SITE 1 54 SF 78 SF 54 SF SITE 2 37 SF 79 SF 37 SF SITE 3 289 SF 403 SF 189 SF TOTAL 380 SF 560 SF -F 280 SF 12+00 13+00 14 I00 � a •s v vuco er, PROFILE ALONG C SURVEY -1'—MULKEY SCALE : 1" = 15' PROJECT NO. B-4464 CHOWAN COUNTY STATION: 12+12.50 -L- REPLACES BRIDGE NO.35 ADJACENT RIPARIAN LANDOWNER STATEMENT (Chowan: Bridge # 35 on SR 1170 (Canal Drive Rd) I, �&fXAL-�&Yvts , am an adjacent riparian property owner and am aware of the North Carolina Department of Transportation's plans for the bridge replacement on SR 1170 (Canal Drive Rd.). I am further aware that this work will occur in an AEC and therefore will require authorization from the Division of Coastal Management in accordance with the Coastal Area Management Act (CAMA). I have no objection to the project as presently proposed and hereby waive that right of objection as provided in General Statute 113-229. u/ I have objections to the project as presently proposed and my coniments are attached. 6L,111- d - ?-, 2 Z, � Signature of Adjacent Landowner NDU) much laid wiO wm boco-S b e V'e Date: l % 1/7 b-e- Y -e M 6w c(� Az) nc) umc)4 r bodl e--� �� RECcT�D S FEB 1 2 2012 DCAI-jkj : _O C:Ty ADJACENT RIPARIAN LANID YMR STATEMENT (Chowan, Bridgc # 35 on SR 1170 (Canal Drive Rd) 1, el V, Ara an adjacent riparian property owner and am aware of1he Nmh Cam]ina Deparunent of Transportation's plans lbr the bridge repiammcnt on SR 1170 (Canal Drive Rd-)- I am further aware that this work will occur i n an AEC and therefore will require authorization from the Division of (�oavtal Management in accordance with the Coastal Area Mami9 mcnt Act (LAMA). 1 have no objection to the projoct as pMerrtly pwposed and hereby waive that right of objection as provided in General Sumite 113-229. I have objections to the prvjecl as presently proposed and my comments arzched_ Robert & Annette Makar 107 Canal Drive Edenton, NC 27932 Signature of Adjacent Landowner 01's-'3 y 6 a sLf ( 9 Dame, '2 - I� r NC Dept of Transportation is referring to the canal as a drainage canal when in fact it has water continuously and is 5 or 6 feet deep in places along its path. It is wider than some rivers and it is used for fishing and boating. This canal surrounds 2 islands before reaching the Albemarle Sound. In recent years we have had problems with Duck Weed and Hydrilla. These weeds grow thick enough to stop a boat in the water. Members of the community volunteer there time to treat these weed problems by boat. These problems worsen with decreased boat traffic and therefore lack of treatment. The new proposal allows 2-3 feet of clearance under the bridge which is even less than the small amount existing now. The elevation of the road on each side of the bridge is considerably higher than the bridge and can allow improved clearance rather than less clearance below the bridge. When my home was appraised, one of the considerations of that appraisal was the amount of clearance under the bridge. Decreasing the clearance to 2 or 3 feet will drop the appraisal values of all the residential properties on the canal east of the bridge. It will interfere with boating, fishing and hinder canal maintenance relating to tree blockage and the control of the weeds mentioned above. I strongly suggest increasing the water way clearance under the proposed bridge to at least 5 or 6 feet so that small boats can continue to travel there. More would be better. Please consider this in your design and thank you for your time in this mater. Lane, Stephen From: Lane, Stephen Sent: Tuesday, March 06, 2012 11:56 AM To: Willis, Thomas C Subject: Copies of objection letters to Chowan Bridge #35 Attachments: D00030612.pdf Hi Clay,---� _. Please find attached the scanned copies of the objection letters that I have received on the project as we discussed. Please provide me with your response to their questions prior to permit application. Thanks, Stephen ***** Note new E-mail Address is: Stephen.Lane@ncdenr.gov ***** 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. 1 Lane, Stephen From: Willis, Thomas C Sent: Thursday, March 08, 2012 2:24 PM To: Lane, Stephen Subject: FW: Chowan 35 Nav Clearance (B-4464) Stephen, Below is an email from the consultant stating the bridge's horizontal clearance will not change. I am going to contact the adjacent landowner and let him now. Clay From: Kevin Austin[mailto:KAustin(Qbmulkeyinc.com] Sent: Thursday, March 08, 2012 9:36 AM To: Willis, Thomas C Cc: Abel, John S Subject: Chowan 35 Nav Clearance (B-4464) Clay, In response to your voicemail yesterday, the existing clearance at high tide is 3'-9" and low tide is 5'-3". The new structure is maintaining these clearances. You can also point -out that the existing bridge is a two span structure with a bent in the middle of the channel, while the proposed bridge is a one span structure that spans the entire channel, thus removing an interior bent from the channel. Let me know if you need anything else. L. Kevin Austin, PE Structures Group Manager and Principal Mulkey Engineers and Consultants 6750 Tryon Road Cary, NC 27511 Direct: (919)858-1790 Fax: (919)851-1918 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Lane, Stephen From: Lane, Stephen Sent: Thursday, March 08, 2012 2:36 PM To: Willis, Thomas C Subject: RE: Chowan 35 Nav Clearance (B-4464) Thanks for the quick response. The objections were from Robert Baines (phone # ?) and Robert Makar (phone # 252- 482-5419). Stephen From: Willis, Thomas C Sent: Thursday, March 08, 2012 2:24 PM To: Lane, Stephen Subject: FW: Chowan 35 Nav Clearance (B-4464) Stephen, Below is an email from the consultant stating the bridge's horizontal clearance will not change. I am going to contact the adjacent landowner and let him now. Clay From: Kevin Austin fmailto:KAustinCa)mulkeyinc.com] Sent: Thursday, March 08, 2012 9:36 AM To: Willis, Thomas C Cc: Abel, John S Subject: Chowan 35 Nav Clearance (B-4464) Clay, In response to your voicemail yesterday, the existing clearance at high tide is 3'-9" and low tide is 5'-3". The new structure is maintaining these clearances. You can also point -out that the existing bridge is a two span structure with a bent in the middle of the channel, while the proposed bridge is a one span structure that spans the entire channel, thus removing an interior bent from the channel. Let me know if you need anything else. L. Kevin Austin, PE Structures Group Manager and Principal Mulkey Engineers and Consultants 6750 Tryon Road Cary, NC 27511 Direct: (919)858-1790 Fax: (919) 851-1918 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 1