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Home My WebLink About30558_NC DOT_20020702CAMA / ®DREDGE & FILL ® 30558 GENERAL PERMIT Previous permit# Sew 'Modification Complete Reissue Partial Reissue Date 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 to 15A NCAC _ Rules attached. Applicant Name �� ! _ �) ( ` j Project Location: County Address f<' C% , r' X .`r Street Address/ State Road/ Lot #(s) l' _! / C ity--L State ZIP Phone # !y � Fax # (___) a, C _ ( ) Subdivision ,; � ` ' -' _ _ Authorized Agent c, Y ' c ►; i City ZIP _ 200 - Affected CW EW 7 PTA ❑ ES ❑ PTS Phone # ( ) River Basin AEC(s): OEA HHF ❑ IH ❑ UBA ❑ N/A Adj. Wtr. Body ` ! • (nat /man /unkn) PWS: ❑ FC: ORW: yes / no PNA des / no? Crit. Hab. yes / no Closest Maj. Wtr. Body IType of Project/ Activity Pier (dock) length Platform(s) Finger pier(s) Groin length number Bulkhead/ Riprap length avg distance offshore max distance offshore Basin, channel cubic yards Boat ramp - - Boathouse/ Boatlift I 'I Beach Bulldozing Other i 7 - I _ I i Shoreline Length SAV: not sure yes no Sandbags: not sure yes no Moratorium: n/a yes no Photos: yes no Waiver Attached: yes no A building permit may be required by: Notes/ Special Conditions Agent or Applicant Printed Name Signature Please read compliance statement on back of permit Application Fee(s) Check # (Scale: ) See note on back regarding River Basin rules. Permit Officer's Signature Issuing Local PlanningJurisdiction -7 Expiration Date 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 ])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 (910-395-3900) for more information on how to comply with thesebuffer rules. Division of Coastal Management Offices Central Office Elizabeth City District Mailing Address: 1367 U.S. 17 South 1638 Mail Service Center Elizabeth City, NC 27909 Raleigh, NC 27699-1638 252-264-3901 Location: Parker -Lincoln Building 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 / 1-888ARCOAST Fax: 919-733-1495 Fax: 252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Morehead City District 151-B Hwy. 24 Hestron Plaza II Morehead City, NC 28557 202-808-2808 Fax: 252-247-3330 (Serves: Carteret, Craven, Onslow -above New River Inlet- and Pamlico 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 910-395-3900 Fax: 910-350-2004 (Serves: Brunswick, New Hanover, Onslow -below New River Inlet- and Pender Counties) Revised 10/05/01 t NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary July 2, 2002 NC Department of Transportation ATTN: Mr. Jay Johnson P.O. Box 1587 Greenville, NC 27835 Dear Mr. Johnson: Attached are General Permits #C-30557 to replace Bridge # 31 in Craven County on SR 1478, 30558 to replace the culvert in Carteret County on SR 1469 & 1470, and 30559 to replace culverts on SR 1321 in Carteret County. In order to validate these permits, please sign all three (3) copies of each general permit as indicated. Retain the white copies for your files and return the signed yellow and pink copies to us in the enclosed, self-addressed envelope. We appreciate your early attention to this matter. Sincerely, Bill Arrington D.O. T. Field Representative BAJsrk Enclosures 151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557 Phone: 252-808-28081 FAX: 252-247-33301 Internet: www,nccoastalmanagement.net An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper XCAMA / YDREDGE & FILL N? 30558 GENERAL PERMIT Previous permit # /`/ / 1 /XNew _:Modification Complete Reissue --Partial Reissue Date 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 to 15A NCAC_ 0 % 14 - A c C, Rules attached. Applicant Name_A)L __n _C,� 7f Project Location: County Cle? ^ 4' v' Address �� . &C LT� Street Address/ State Road/ Lot #(s) ,< (� ¢—� 70 City- - �� ` I yE State U ZIP-2 %935 Phone # (Z,j Z) g 3 (�5 LLqC Fax # ( ) Subdivision Authorized Agent �a J G �� t t p City E v" h' i ZIP CW �( EW ,} PTA X•ES XPTS Affected X AEC(s): OEA HHF _.IH UBA N/A PWS: _ FC: ORW: yes / no PNA no Crit. Hab. yes / no I n River Basin / V e Adj. Wtr. Body—S c.� 1, P, 170 el- (nat /man unkn) Closest Maj. Wtr. Body .t -e Ltt_e f' Phone # ( ) Type of Project/ Activity r% �. �'e, !fie Q �c c E i F (— r i , j--t; Se J inn Li (Scale: cR 14TTc.c�tc�) Pier (dock) length Platform(s)_ , _ Finger pier(s) Groin length number Bulkhead/ Riprap length avg distance offshore___ max distance offshore Basin, channel cubic yards Boat ramp Boathouse/ Boatlift Beach Bulldozing Other_•, r r kf & Shoreline Length $AM not sure yes no Sandbags: not sure yes no Moratorium: n/a yes n Photos: &ye no Waiver Attached: no �F 1�Cc_ AJ / GO' f r�r.� 6�� Joni • t,7 S� l i6�) s2xi / c .. Jls 1 7 zi if— s 5 4 PI S Z �ct Sfc.r-6 Lgri J (Ci C<-) f t5" x3z' y�•,c��e v, '+11 /W (c 30''x 110,21 Ali", '10"" ccrr. a5 9 A building permit may be required by: %� (.( _ See note on back regarding River Basin rules. Notes/ Special Conditions 4 L US U k '\ KJ t� 1 7 ler" c ` Agent or Applicant Printed Name Signature ** Please read compliance statement on back of permit ** S ri 4"-L9A.z 9�yl� Application Fee(s) f Check # L Permit Officer's SignatureV 7 Is ingrate x ration Date �a{ -rtt Cc,. X D7&) 11 M Local PlanningJurisdiction Rover File Name 1 ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. j■ Attach this card to the back of the mailpie I or on the front if space permits. { 1. Article Addressed to: Inez Hammer 869 Ann Court Asheboro, NC 27203 A. Received by (Please Print ly) B. Dgof Delivery C. g )ature V�S�A see D. Is d V address different from item 1? Yes If ES, ter delivery address below: ❑ No I 3. Service Type ACertified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise j ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes ! 2. Article Number (Cor— 7002 1000 0005 4800 0863 PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952 i UNITED STATES POSTAL SERVICE I Postage & Fees Paid USPS Permit Ito. • Sender: Please print your name, address, and ZIP+4 in this box • Attn: Jay Johnson CA4 I y NC Dept of Transportation PO BOX 1587 Greenville, NC 27835 ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print yourfiame and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. i 1. Article Addressed to: Boiling Family Investm�enty 1325 Boiling Road Asheboro, NC 272011 by (Please Print Clearly) I B. Patj of Signature ❑ Agent Lx:2 ❑ Addressee l D.-Is c6livery address different from it ? ❑ Yes If YES, enter delivery address below: ❑ No I Mail ❑ Express Mail ed ❑ Return Receipt for Merchandise Mail ❑ C.O.D. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number( 7002 1000 0005 4800 0856 PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952 f UNITED STATES POSTAL SERV; I D FiMl. _ g • Sender: Please prig ,yql , name, address_;Vff IZ P� this""6ox • 1 " Attn: Jay Johnson C.O ; 14 to cl NC Dept of Transportation PO BOX 1587 Greenville, NC 27835 1 i �lififi3lt'�4t13!lllfEt3j!!l31�E�31l �l3�ilttf Fl!lltll3l l�f t33i t ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted,Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Charles Alan Brinson 3700 Yates Mill Pond Road Ralei h, NC 27AAA 2. Article PS For A. Received by (Please Print Clearly) Date of Delivery ❑ Agent I deliv ry address different from item 17 ❑ Yes If nter delivery address below: ❑ No g 3. Service Type Certified Mail ❑ Express Mail ~ 0 ❑ Registered ❑ Return Receipt for Merchandise ❑C.O.D. 7002 10-00 0005 4800 .1167 (Extra Fee) ❑yes fiber (Copy fro service I bel) ttt t St in; ["i i i' {f Si {till iilk Hi fli ` i 1, July 1999 Domestic Return Receipt 102595-00-M-0952 j UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid LISPS Permit Nd. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Attn: Jay Johnson NC Dept. of Transportation PO Box 1587 Greenville, NC 27835-1587 CERTIFIED MAIL RETURN RECEIPT REQUESTED 6/3/02 Inez Hammer 869 Ann Court Asheboro, N.C. 27203 Dear Mr. / Mrs. Hammer: This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation plans to replace an existing 32' x 15" culvert with a 48' x 30" aluminum pipe onsite of his/her property located on SR 1469 in Carteret County. The sketch attached accurately depicts the proposed construction. Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and return as soon as possible to: Mr. Bill Arrington N.C. Dept. of Environment and Natural Resources Morehead City District Division of Coastal Management 151-B Hwy 24 Hestron Plaza II Morehead City, City N.C. 28557 Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice. NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION. Sincerely, 4 � �47 I have no objection to the proposed project as described in this correspondence. I have objection to the project as presently proposed and have enclosed comments. 1-' (Signature) `) d —C9 -Z- (Date) DEPARTMENT OF TRANSPORTATION DIVISION 02 OFFICE P. O. BOX 1587 GREENVILLE, NC 27835 Pay Pay N.C.D.E.N.R. to the * Order of GREENVILLE, NC 27835 DATE 05/28/2002 66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA 531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM + • + * + * + + + r + r r r M r r r r r ♦ • r * * s r r * ♦ * ♦ + a * r 11100009746I'm 1:053 L L05941: 911,000EE164 211' �B OPtUR �q4 -1-►-1-1-b ONE ZERO ZERO, IQWD. ZERO ZERO, &t�� , A04-..� AUTHORIZED SIGNATURE Form DCM-MP-5 Full D .."UN 2 0 2002 BRIDGES A-IN14 I CULVERTS Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. 1. BRIDGES a. Public Private b. Type of bridge (construction material) c. Water body to be crossed by bridge d. Water depth at the proposed crossing at MLW or NWL e. Will proposed bridge replace an existing bridge? _ _Yes No If yes, (1) Length of existing bridge (2) Width of existing bridge (3) Navigation clearance underneath existing bridge (4) Will all, or a part of, the existing bridge be removed? (Explain). f. Will proposed bridge replace an existing culvert(s)? Yes No If yes, (1) Length of existing culvert (2) Width of existing culvert (3) Height of the top of the existing culvert above the MHW or NWL (4) Will all, or a part of, the existing culvert be removed? (Explain) g. Length of proposed bridge h. Width of proposed bridge i. Height of proposed bridge above wetlands — MORE-iEAD m 4 y"' j. Will the proposed bridge affect existing water flow? _ _Yes No If yes, explain k. Navigation clearance underneath proposed bridge 1. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? Yes _ No If yes, explain in. Will the proposed bridge cross wetlands containing no navigable waters? Yes No If yes, explain n. Have you contacted the U.S. Coast Guard concerning their approval? Yes No If yes, please provide record of their action. 2. CULVERTS a. Water body in which culvert is to be placed Tributary to South River b. Number of culverts proposed Pipe I = 1 Pipe Pipe 2 =1 Pipe c. Type of culvert (construction material, style) Aluminum d. Will proposed culvert replace an existing bridge? Yes X No If yes, (1) Length of existing bridge (2) Width of existing bridge (3) Navigation clearance underneath existing bridge (4) Will all, or a part of, the existing bridge be removed? (Explain) e. Will proposed culvert replace an existing culvert? Revised 03/95 Form DCM-W-5 E JUN 2 0 2002 X Yes No c. Will the placement of the proposed bridge or culvert _ If yes, i require any highground excavation? (1) Length of existing culvert Pipe 1 = 32' Pipe X Yes No 2 = 32' If yes, (2) Width of existing culvert Pipe 1=15" Pipe 2 (1) Length of area to be excavated 50' =15" (2) Width of area to be excavated 4.5' (3) Height of the top of the existing culvert above (3) Amount of material to be excavated in cubic the MHW or NWL Pipe 1&2 =10" yards 250 sq. ft. (4) Will all, or a part of, the existing culvert be removed? (Explain)Yes, The existing culvert d. If the placement of the bridge or culvert involves any will be removed and replaced with the new excavation, please complete the following: culvert. (1) Location of the spoil disposal area Temporary spoil area is existing road bed f. Length of proposed culvert Pipe 1& 2 = 48' (2) Dimensions of spoil disposal area g. Width of proposed culvert Pipe 1 & 2 = 30" 20' x 20' (3) Do you claim title to the disposal area? h. Height of the top of the proposed culvert above the X Yes No MHW or NWL Pipe 1 & 2 =13" If no, attach a letter granting permission from the owner. i. Will the proposed culvert affect existing water flow? (4) Will the disposal area be available for future Yes X No maintenance? X Yes No If yes, explain (5) Does the disposal area include any coastal wetlands (marsh), SAVs, or other wetlands? Yes X No j. Will the proposed culvert affect existing navigation If yes, give dimensions if different from (2) potential? Yes X No above. If yes, explain (6) Does the disposal area include any area below the MHW or NWL? Yes X No If yes, give dimension if different from No. 2 3. EXCAVATION AND FILL above. e. Will the placement of the proposed bridge or culvert a. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material require any excavation below the MHW or NWL? described in Item d. above) to be placed below MHW X or NWL? _ _Yes _X No _Yes —No If yes, Pipe 1 & 2 = If yes, (1) Length of area to be excavated 50' (1) Length of area to be filled (2) Width of area to be excavated 4.5' (2) Width of area to be filled (3) Depth of area to be excavated 1.5' (3) Purpose of fill (4) Amount of material to be excavated in cubic yards 225 sq.ft. f. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material b. Will the placement of the proposed bridge or culvert described in Item d. above) to be placed within: require any excavation within: ,Coastal Wetlands _ SAVs Other Wetlands Coastal Wetlands SAVs Other Wetlands If yes, No _ _ If yes, NO (1) Length of area to be filled (1) Length of area to be excavated (2) Width of area to be filled (2) Width of area to be excavated (3) Purpose of fill (3) Amount of material to be excavated in cubic yards g. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material Revised 03/95 Form DCM-M -5 described in Item d. above) to be placed on highground? Yes X No If yes, (1) Length of area to be filled (2) Width of area to be filled (3) Purpose of fill 4. GENERAL a. Will the proposed project involve any mitigation? Yes X No If yes, explain in detail b. Will the proposed project require the relocation of any existing utility lines? Yes X No If yes, explain in detail c. Will the proposed project require the construction of any temporary detour structures? Yes X No If yes, explain in detail d. Will the proposed project require any 'vvork channels? Yes X No If yes, complete Form DCM-MP-2 e. How will excavated or fill material be kept on site and erosion controlled? Silt fence f. What type of construction equipment will be used (for example, dragline, backhoe or hydraulic dredge)? Typical Bridge construction equipment g. Will wetlands be crossed in transporting equipment to project site? Yes X No If yes, explain steps that will be taken to lessen environmental impacts. h. Will the placement of the proposed bridge or culvert require any shoreline stabilization? _ _Yes X No If yes, explain in detail RipRap will be placed at the ends of the Wipe NCDOT-Carteret SR 1469-1470 Applicant or Project Name , signatup/ ( 1 /✓/ V1310 Date JUN 2 2G6 Revised 03/95 PROJECT NO. 6.162040 T CROSS SECTION OF DATE NOVEMBER 5, 2001 ROAD SR 1469-1470 CULVERT CROSSING ROAD NAME HARBOR LANE ROUND TYPE PIPE SOUTH RIVER DRIVE COUNTY CARTERET PIPE NUMBER I EXISTING 32' x I5" CP---__.__ ROAD u JUN 2 0 2002 1.67' EXISTING � 32' x 15" P COASTr1 MAil;q`�"A�^-1 i. G,VJ �'tlT AREA TO BE EXCAVATED �1IORELiCA AND BACKFILLED NWL�i l5" BEDDING 0 WWMJW IVA UNDERCUT & NOT TO SCALE BACKFILL PROPOSED 48'x3O" PIPE ROAD SR 1459 A, PROPOSED 48'x30" PIPE AREA TO BE EXCAVATED 160 SQUARE FEET OF FILL AND BACKFILLED PROPOSED RIP RAP D END OF PIPE 30" NWL l2" MINIMUM BEDDING Li 0./, w z z uJ U ' I' =o w w o > > x UNDERCUT & NOT TO SCALE PROPOSED RIP RAP & ENO = "TOP - IEW a OF PIPE z BACKFILL O w w z O O F 10' vi `' `' ,� cD c� X � O w w w 4J J20 TOTAL FEET OF FILL DITCH DITCH I60 SQUARE FEET OF FILL L PROPOSED 48'x30" PIPE EXCAVATION ABOVE NWLo FINISHED EARTH SLOPE AS REQUIRED 4.5'w x 3.9'd x 50'L = 225 SQUARE FEET EXCAVATION BELOW NWL PROPOSED RIP RAP END 4.5'w x I.l'd x 50'L = 225 SQUARE FEET ai OF PIPE H I � PROJECT N O 6.162040 T o CROSS SECTION OF DATE NOVEMBER 5, 2001 ROAD SR 1469-1470 CULVERT CROSSING ROAD NAME HARBOR LANE ROUND TYPE PIPE SOUTH RIVER DRIVE COUNTY CARTERET PIPE NUMBER, 2r- Jul EXISTING 32' x 1511 CP JUN 2 0 2 � 002 ROAD 3 , COASTA`- MA�vA / SR 1469 . >� MOREHE, F ENT 1.67' EXISTING ' 32' x 15" CP AREA TO BE EXCAVATED AND BACKFILLED 15„ NWL BEDDING 12' MNSAIM UNDERCUT & _/ NOT TO SCALE BACKFILL ROAD PROPOSED 481x3011 PIPE SR 4 1469 E e5' /.5' PROPOSED 48'x30" PIPE AREA TO BE EXCAVATED 160 SQUARE FEET OF FILL AND BACKFILLED PROPOSED RIP RAP c END 6+0" I NWL OF PIPE 5 /2" MINIMUM BEDDING w z z o O uJ ui J J ui uj O 0 uj O > > O 2 UNDERCUT & NOT TO SCALE PROPOSED RIP RAP D END N d TOP VIEW a `^ OF PIPE C3 BACKFILL Z L.O 10' w w N _ O V X X O 0 W W W w 320 TOTAL FEET OF FILL DITCH DITCH 160 SQUARE FEET OF FILL 10' PROPOSED PROPOSED 48'xl8" PIPE EXCAVATION ABOVE NWL: FINISHED EARTH SLOPE AS REQUIRED 4.5'w x 3.5'd x 50'L = 225 SOUARE FEET EXCAVATION BELOW NWL `'� I PROPOSED RIP RAP & END 4.5'w x 1.5'd x 50'L = 225 SOUARE FEET H OF PIPE LQ O c I 0 W Q J O C2 Q z 0 cizcl—_ 00 U See Sheet I -A For Index of Sheets See Stet t-B For Conventional Symbols SEE ATTACHED SHEET VICINITY MAP r 17 PROFILE (H-Ciff:ONTAQ T �H STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS POT Sta. /0 +00.00 SR 1��i9--SR1470 HARBOR LANE SOUTH RIVER DRIVE MERRIMON TOWNSHIP CARTERET COUNTY CAMA_ GENERAL PERMIT_ - SR 1469 V S V O\ \� \ V\\ 39/98083' 0.61 MILES Prepared in the Office of: 6.162040 T RAT! RwTt Mb�C1 I{tRR[NC{ NO. ' S�Q L �HeE C. 6.162040 T RAi6 Mb.NO. I.A.MbNU NJC11➢lION HARBOR LANE SOUTH RIVER _ -- DRIVE--- MERRIMON TWSP CARTERET CO. SCALE;I" 5f NOVEMBER 5.2001 PERMITTING ONLY OR CONSTRUCTION J U N 2 0 2002 )ASTAL MANAGEMI M(1RFN _ f FEEEESYSTf�:�EF£E SE EEEF3E£3E£E£EEE£CGNEE E££3EE £FFF?a£F £EEEUSEP.�IdME £:££ W Q u U AY C 9 are m G �`li_mK_.� 4 b t�' \� 76°20' r Cfc�K- BASIN DESIGN CALCULATIONS PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS j PROPOED ALIGNMENT FROM STATION 10+00 TO STATION II+50 6.162040 T l r 5 1 • P1 Sta 12+10.65 /50'(40')/43560(150) = 20.66 CUBIC FEET REOUIRED STATE PROJECT NO. DESCRIPTION 20.66 CUBIC FEET / 2 BASINS = 10.33 CUBIC FEET REOUIRED PER BASIN SR 1469-I470 80` 51" 40.8" l RT C HARBOR LANE 0 = USE 2: 2'w x 4'L x 2 d BASINS SOUTH RIVER DRIVE D = 68° 45" 50.0° STORAGE CAPACITY = 16 CUBIC FEET PER BASIN MERRIMON TOWNSHIP CARTERET COUNTY o L = 117.59� 60010.287 GRADE = 2140 SPACINGS FOR TRSC-8'S SCALE:I"=5O' NOVEMBER 5, 2001 oT = 70.99� BASIN DESIGN CALCULATIONS R = 83.32' FROM STATION 11+50 TO STATION 14+25 } 275'(40')/43560(150) = 37.88 CUBIC FEET REOUIRED 37.88 CUBIC FEET / 2 BASINS = 18.94 CUBIC FEET REOUIRED PER BASIN V� USE 2:2'w x 41 x 2.5'd BASINS -p STORAGE CAPACITY = 20 CUBIC FEET PER BASIN Z SEE SPECIAL NOTES SPECIAL NOTES - Q � s PIPE NUMBER I Q9 (/) TYPE -A ROCK SILT CHECKS AND TYPE-B SILT BASINS O O`r' PROPOSE 48'X3O° CP LOCATED LEFT AND RIGHT OF STATION 10+75 SHALL REMAIN PERMANENTLY (2) UPON COMPLETION OF THE PROJECT,THESE BASINS SHALL BE MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS G <oGs O y aoa CL CL (3) THESE BASINS SHALL BE PERMANENT BMPS AND SHALL BE MAINTAINED AS SPECIFIED IN THE DWO-DOT MAINTAINENCE AGREEMENT. o l O • �2 i FL 46.04 Tog � O G'OC4 i / / —4�1 BOLING FAMILY INVESTMENTS,LLC �- ------- _ s 1325 BOLING ROAD 35' RAD CIA CK a G UNE 49.01 7(t3 Tti �`Ft ASHEBORO, NC 27203 6 �j - DBK. 877, PG. 421 ---------- o p�°Go°T Y - dos P�E�� ICE BPS�tJ a16 - -�-� DAVID E.WILLIS �o HARKERS ISLAND, NC 28534 4 66 O� X F, Y i DBK. 899, PG. 246 A 9 `ON / 5 M PNGL v z` P R T, gCOASTAL Np�INEZ HAMMER2pp�869 ANN COURT ��_� qPINECROFT VILLAGE S� � �_ O � MANAGEMENT PER ERA NIENt Job o �E��P� ASHEBORO, NC 27203 Fti�Goy `� A , �'� �Q MORE! BEAD DBK. 723, PG. 681 �� 2 �oO' F�0 OBE EN c� 9� J� • Yn� (j e SEE SPECIAL NOTES F�92 9� °FA Ns o Q � P �o k SPECIAL NOTES P 0 c� J\ (I) TYPE -A ROCK SILT CHECKS AND TYPE-B SILT BASINS LOCATED LEFT AND RIGHT OF STATION 12+65 SHALL REMAIN PERMANENTLY POT Sta. 13 +91.77 (2) UPON COMPLETION OF THE PROJECT, THESE BASINS SHALL BE MAINTAINED AND RESTORED TO ORIGINAL DESIGN DIMENSIONS (3) THESE BASINS SHALL BE PERMANENT BMPS AND SHALL BE MAINTAINED AS SPECIFIED IN THE DWO-DOT MAINTAINENCE AGREEMENT. i 6 9 PROJ.REFERENCE NO. SHEET NO. TOTAL SHEETS • J.K.6.B O L I N G 6.162040 T 2 5 �,- �0� 6, INEZ M. HAMMER STATE PROJECT N0. DE CRIPTlO SR 1469-1470 HARBORLANE SOUTH RIVER DRIVE SR 1469 MERRIMON TOWNSHIP 20 CARTERET COUNTY HARBOR LANE SCALE:P=5o' aZZ 20' SOIL ROAD 7 \ NOVEMBER 5.200/ 13+9177 y�. eo-r Ste. E DAVID E. WILLIS s 9 9Q� HARKEDBKRS !899, PG. 246 SLAND, NC 28534 60' EXISTING R/W ROGER D. CORBETT 200 CHERRY LANE k� NEWPORT,NC 28570 \� DBK. 9I6, PG. 411 SPORTSMAN VILLAGE 4 z � P x� SECTION MBK° 7, PG. 87 O S41 CD SEE SPECIAL NOTESCD 0 ,�yP " WOODS _ P�OG � ep5�a \.p\O�� JOHN L. CORBETT,SR. AND WIFE ELEANOR ➢� �� P��r L f I I' I I I I' I W' I I I I I I q (�e��p 6 S\� J S 0�F 257 MILL CREEK ROAD SEE SPECIAL NO ES NEWP DB�.898, PG. 6�670 9� J — s6 — N 89° 06' 12°7" E— UPLANDS Q�P dFGRADE BREAK L /V 89° 06' 12.7" E .1UN 2 0 200? Ell 0.20% GRADE STA.19+50 EIP ; ; 45.83 EXISTING R/W 0.17 RADE El --�--� 404 WETLANDS COASTA! �CEMENT 7�7 FL46.57 �—r--� ---MOREHEA0 ED SILT fENC PROPOS11/1L i i ----------------------- - -- PROPOSED EP --- ------ - <; v+ y 4 - _ f 48.33 ° F 0 F 48. 48.64 -+- 48.66 44 + 48.65 fPROPOSED ------ ---- - ----------------------- ---- ------------------------- ------------------- ------------- N - --------------- ----------------- ---- _ -------------- J`�p PR OSED+S/Lt�i� i �� - + PROPOSED SILT FENCE _} ,CC�� j _ — CE — — {fJ' ? } w SOIL AND C NCRETE IVE EXISTING R/W WOODS FfN f F1 - A 1 4-_ + i CAMA WETLANDS F — 1 ^RADE BREAI Dw x 4'L 2'd 2'w 4'L x 2'd PROPOSED SILT FENCE O (r 404 WETLANDS — — — O STA.19+50 �� Oy s PERMANENT TYPE -A ROCK S! CHECK RMANENT TY E-A ROCK SILT CHECK p P S J \ Q 1 PERMANENT TYPE-B S/L BASIN PERMANEN TYPE SILT BASIN BOAT RAMP JR. C ��'� GRADE BREAK QvQ� � P INEZ HAMMER PERMANENT TYPE -A ROCK SILT CHECK a �� PERMA ENT TYPE-B SIjLT PASIN STA.22+25 �� Gp 7CJ ±CAMA ETLANgS {e� PT St0° 17 +59.78 DBK. 723, PG. 681 7 WOODS PERMANENT YPE-A ROCK SILT CHECK BO NG FAVIl7 I.wESTU NTS.uc �� POT Sta. l8 f85.1 J DIFFUSE FLOW T OUGH ERI F DIFFUSE FLOW THROUGH VEGETATED UPLANDS BEFORE NTERING WE DS SEE SPECIAL NOTES NT TYPE-B SILT BASIN VEGETATED UPLANDS BEFORE ENTERING WETLANDS INEZ HAMMER �Q PERMANENT 869 ANN COURT Q DIFFUSE FLOW THROUGH PIN£CROFT VILLAGE VEGETATED UPLANDS BEFORE ENTERING WETLANDS SEE SPECIAL NOTES ASHEBORO.NC 27203 Pl StG 16+69.49 0 = 54° 5/ 04.8 (LT) 600/0.13% GRADE = 4,615' SPACINGS FOR TRSC-B'S 600/0.20% GRADE = 3,000' SPACINGS FOR TRSCB'S BASIN DESIGN CALCULATIONS BASIN DESIGN CALCULATIONS 27° 49' 19.6 " FROM STATION 14+25 TO STATION 18+00 FROM STATION 18+00 TO STATION 19+50 BASIN DESIGN CALCULATIONS L = 197.15" 375'(40)/43560(150) = 51.65 CUBIC FEET REQUIRED 150'(40')/43560(I50) = 20.66 CUBIC FEET REQUIRED FROM STATION 19+50 TO STATION 24+50 LT. -L- T = 106.86" 51.65 CUBIC FEET / 2 BASINS = 25.83 CUBIC FEET REQUIRED PER BASIN 20.66 CUBIC FEET / 2 BASINS = 10.33 CUBIC FEET REOUIRED PER BASIN 500'(20')/43560(150) = 34.44 C.F. REQUIRED R — 205.94" USE 2: 2'w x 7'L x 2 d BASINS USE 2: 2'w x 4'L x 2'd BASINS USE /. 2'w x 7'L x 2.5'd BASIN STORAGE CAPACITY = 28 CUBIC FEET PER BASIN STORAGE CAPACITY = 16 CUBIC FEET PER BASIN STORAGE CAPACITY = 35 CUBIC FEET 47 25� 4 6 �\V o � m zv� PR SED 481IX3011 C SR 1469.z �P CD PIPE NUMBER 2 HARBOR AN GPN �` "�� , o cD W�G) ROGER D.CORBETT ��- aGV� 8 4 .N $ •N O 4 3 200 CHERRY LANE , NEWPORT,NC 28570 4- mm my 'z co D8K.916.Ill 4/lQ� p Sg SEE SPECIA NOTES �sta. 2 P POT Stc. 24+48.15 y N O CHARLES ALAN B.....-G..PT Sto. 27 +53.45 0 DIFFUSE FLOW THROUG 3700 YATES MILL POND ROAD O C oVEGETATED UPLANDS BEBRINSON FORE ENTEPIN WETLANDS p5 S�E�pF RALEIGH.NC 27606 3700YATES MICHARLES LL POND ROAD U 5 DBK.664, PG. Nf CA �j RALEIGH,NC 27606 v?_ N 89° 06' 12., E DBK.55/,PG.I2 ' / 2a PCSta. 26 +85.23 � PERMANENT TYP -A ROCK DITCH CHECK 20' 30 DIFFUSE FLOW THROUGH PUBLIC ACCESS VEGETATED UPLANDS BEFORE ENTERING WETLANDS BUFFER iBU E BUFFER y PERMANENT TYPE-B 5!L BASIN ZONE 2 PROPOSED SILT FENCE ONE PERMANENT TYPE -A ROCK DITCH CHECK ZO E I PERMANENT TYPE-8 SILT BASIN ESP B FER � CAMA WETLANDS �/ 2'w x 7'L x 5'd ZONE I �1 1 2'w X 7'L x 2d zi' Ell -'"-'-------- 2 EXISTING /W IP I .x _ � n 46.58 1 X CAMA LINE TL `- } SC-� E- - O Wks \S �- 4I O 41. �� oND I FL44.16 48.35 _--' C h Cp Go"O AaNeF% ` Lye PROPOSED EP � �� / 1 \ �5 6" 47.29 �� 46,51 �qa�o 48.11 PROPOSED EP 47.74 47.99 -- " 0 o�---------------------------- / 46°14 1 THOM5S ---------------------------------- -` -- _ - I -------------------------------FL4 6.5 0 w. P CAMA LINE \ OR P 7 �c JcCAMA WETLANDS L� �� 2'w X 7'L x 2'd . q65 CP 1\ ESP OC GGOLD �R03N0.7l ' GO 7 A OJl% GRADE EXISTING R/W FL46.89 ; ; r � FL 46.66 �- PERMANENT TYPE-B SILT BASIN KENNETH O.BEST �5 N �_ � Do NERS 15' CP v , PERMANENT TYPE -A OCK DITCH CHECK ❑ 5621RAYNOR ROAD 253JOHROCK ROAD ,g653 aF Gp £ GARNER,NC 27529 253 ROCK ROAD LEO B.RHODES GOLOSBORO.NC 27534 c� J 5� < X OBK.767, PG.52 r- q6 PROPOSED SILT FENCE , , � l920 LAAURA DUNCAN ROAD D8K.697,PG.255 15 APEX, NC 27502 �.A` n 1 80UNG FAMILY INVESTMENTS,LLC i I4 7 DBK.475, PG.488 n a IJ25 BOLING ROAD DIFFUSE FLOW THROU H ASHEBORO.NC 27203 �F 1 Ui VEGETATED UPLANDS BEFORE ELATE ING WETLANDS 79 D8K. 877. PG. 421 � j� \ \5• cP BOLD FAMILY INV STMENTS,LLC 78 O \ }�. O 8 0 \ o £ \ G 4131 75 325 BOLIN ROAD ; � � � O � �.,� X A EBORO, NC 27203 z INEZ HAMMER p DBK. 877, P 42/ 7 7 869 ANN COURT PINECROFT VILLAGE l 1 St0 27 +19.59 z f x ., O INEZ HAMMER ASHEBORO,NC 27203 �x o , ; N Ci DBK.386,PG.196 L - IF 58' 54.3" (LT) 81 � wt'n d � w ll� �„Qo m z NX. D - 24° 53' 37.9" 60010.117 GRADE = 5,454' SPACINGS FOR TRSC-B'S O Nob Q f 's O BASIN DESIGN CALCULATIONS BASIN DESIGN CALCULATIONS L = 68.22' BASIN DESIGN CALCULATIONS FROM STATION 19+50 TO STATION 21+00 RT.-L- FROM STATION 21+00 TO STATION 22+25 RT.-L- FROM STATION 22+25 TO STATION 24+50 RT.-L- 150'120'J/43560(150) = 10.33 CUBIC FEET REQUIRED I25'l20'1/43560(150) = 8.61 CU81C FEET REQUIRED T = 34.36' 225'120'J/43560(150) = 15.50 C.F. REQUIRED o T USE I:2'w x 4'L x 2'd BASIN USE 1:2'w x 4'L x 2'd BASIN ' USE I.2'w x 4'L x 2'd BASIN n ESP STORAGE CAPACITY = 16 CUBIC FEET STORAGE CAPACITY = 16 CUBIC FEET R = 230.16 STORAGE CAPACITY = 16 CUBIC FEET PROJ.REFERENCE NO. SHEET NO. TOTAL SHEETS 6.162040 T 3 5 STATE PROJECT NO. DESCRIPTION SR 1469-1470 HARBOR LANE SOUTH RIVER DRIVE MERRIMON TOWNSHIP CARTERET COUNTY SCALE:I.=50' NOVEMBER 5, 2001 Pl Sta 29+18.38 A = 89° 06' 59.6' l RT l D = 98° 08' 14.1" L = 90.81' T = 57.49' a R = 58.58' D SUNS O JOSEPH E�U� M 21803 ROC pIC BK 918.PG.789 pp1D SUNS / j05EPFEERUBI M 27g03 NC W MOUNT 78g ROCK'/DBK.918•PG. 94 47.00 MM2P002 o EOM COr"", � 5 � >�� , 15' CP 4 8.10 _-__SOUTHRIVER POT StG, 52-�40,6/ 13 12 II 10 G/03 T WPINESP L \ � 103 TAIL PINES PL GOLDSBORO.NC 2753E DBK. 734.PG. 769 LEROY G.WEEKS 2103 COUNTRY CLUB ROAD MOREHEAD CITY. NC 28557 DBK. 359, PG.493 S 18° 45" 4/,9" E 2'w x 7L x 2d 15' CP FL47.27 15' CP EIP 15' CP \ 46.511 FCL47.12 FL 47.39 FL 4 7.6 2 E47.61 FL 47.68 7� 88888 f�77~I _ O 0 LARRY KENT AUTRY ERIC LG00CH GRACE B.PARKER 1862 HADLEY MILL ROAD 704 CATAWBA STREET ERIC LGOOCH PA. BOX 310 PITTSBORO.NC 27312 RALEIGH,NC 27609 WILSON'S MILLS.NC 27593 DBK. 736. PG. 244 DBK.399,PG. 40 704 CATAWBA STREET DBK. 556.PG.470 RACEIGH,NC 27609 D8K.328. PG. 3/ SR 1470 SOUTH RIVER DRIVE 20' SOIL ROAD EXISTING 601 R/W GRADE BREAK STA.524-50 0 MARY EMMA SIMMONS 235 S. HILLCREST DRNE GOLDSBORO.NC 27534 DBK.882. PG.274 S /8° 45' 4/.9" E PROJ.REFERENCE NO. SHEET NO. TOTAL SHEETS 6.162040 T 4 5 STATE PROJECT NO. D€SCRIPTIGN SR 1469-1470 HARBOR LANE SOUTH RIVER DRIVE IN ROBERT LEDWARDS 4/05 WOODRIDGE LANE PFAFFTOWN,NC 27040 OBK.444. PG.57 15, CP IS' CP FLIS' CP 46.91 47.07 EIP 0 EXISTING R/W 48.53 48.3FL46.84 E46.531 1146.67 I CARTERET COUNT'/ SCALE:I'=50 NOVEMBER 5.200/ (a) RONALD H.000KE AND WIFE. JEAN 127 WASHAM ROAD MOORESVILLE.NC 28115 DBK.629. PG.150 0.l1% GRADE 15' CP � 46,87 ->- L J-------J 15' CP ._____________ _ r-i r-- PROPOSED EP 7 -------------- _ 48.33 --------------48.42 48.44 48.92 48.77 48.72 PROPOSED EP 48.33 ------------------ ----- - -- - --------------------------------------------------- - ----------------------- ---------------------------------- ---------------------- L f- r-� fL 46.53 IS' CP E46.75 EIP EIP 46.63 EIP 2w x 7'L x 2d GRADE BREAK IS' CP FL fL47.03 FL47.08 EXISTING R/W CONC. SIDEWALK CONC. DRIVE EIP FL46.64 15' CP O.E.O.STA. 32+50 FL47.07 Is' cP 0.11% GRADE 3S'w x ASS x S d 0.4 TONS CLASS B STONE 7 KE STEPHEN G.CONRAD SHARON HARDESTY ETHRIDGE NNETH 0.BEST WILLIAM C.STAINBACK 7 JAMES R. JACKSON LARRY 1316 MT.VERNON CHURCH ROAD 179 SOUTH RNER DRNE 5621 RAYNOR ROAD 7519 FIESTA WAY ROBERT D �E LANE ODRDG S 1324 KNIGHTS WAY RALEIGH.NC 27615 SMYRNA,NC 28579 GARNER,NC 27529 RALEIGH.NC 27615 4105 W 82 RALEIGH,NC 27615 DBK.413,PG. 8 DBK. 919, PG. 223 DBK. 610. PG. J55 DBK. 547. PG. 387 pBK.634.NC 704E 22 DBK. 789, PG. 735 JOHN T. FLOWERS J.K. BOLING 2 4 2 3 2 2 21 2 0 19 18 7 PHILLIP M. REID �'I P.O. BOX 214 J 2 0 2 002 DANBURY, NC 27016 COAST MANAGEMENT OL REHEAD KENNETH 0.BEST BASIN DESIGN CALCULATIONS FROM STATION 24+50 TO STATION 32+50 800'(49)/43560(I50) = 110.19 CUBIC FEET REOUIRED 8 O 110.19 CF. / 4 BASINS = 27.55 C.F. PER BASIN USE 4: 2 w x 7'L x 2'd BASINS BOLING FAMILY INVESTMENTS, LLC STORAGE CAPACITY = 28 C.F. PER BASIN SOUTH RIVER OJ.REFERENCE NO. SHEET NO. I TOTAL SHEETS 6.162040 T 5 1 5 I 'ACE B.PARKER P.O. BOX 310 MILLS. NC 27593 r.556. PG.470 O MARY EMMA SIMMONS 235 S.HILLCREST DRIVE GOLDSBORO.NC 27534 DBK.882. PG.274 S 18° 45" 4/.9" E ta. 39+60.17 CD SR 1470 197 SOUTH RIVER DRIVE RICHARD S.THORNBURG BEAUFORT.NC 28516 2327 BRICE'S CREEK ROAD DBK.734.PG. 342 NEW BERN, NC 28562 DBK. 599, PG. 297 SOUTH RIVER DRIVE 20' SOIL ROAD EXISTING 60' R/W PERMANENT TYPE -A ROCK DITCH CHECK PERMANENT TYPE-B SILT BASIN PERMANENT TYPE-B SILT BASIN OJI% GRADE 2w x 8'L 2.5'd F. 75 15' CP 0.13% GRADE FL46.84 FL46.53 FL46.67 15, CP FL 46,8L77777157" CjjPP� 46.65 EIP FL46.58 CONC. �- L-_J-------� ///// X�ssi L-_J r— -� r--------� r—�- ----------------------- ------------- ------------------------ --------------------------- ---- ----------------------- --------------- ----------- C1 48.33- 4B.72 48.33 O I 48.27 RONALD H.000KE AND WIFE. JEAN 127 WASHAM ROAD MOORESVILLE.NC 28115 DBK.629. PG.150 ROBERT LEDWARDS 4105 WOODRIDGE LANE PFAFFTONN,NC 27040 OBK.444. PG.57 •------------------------------------------------------ 1 I F— �I iI CONC. SIDEWALK CONC. in ETHRIDGE KENNETH O.BEST VER DRIVE 5621 RAYNOR ROAD 28579 GARNER, NC 27529 I G.223 DBK.610. PG. 355 20 —mil 3777 DRIVE EIP FL46.64 2 w x 7'L x 2.5'd PERMANENT TYPE-B SILT BASIN PERMANENT TYPE -A ROCK DITCH CHECK — 18 17 WILLIAM C.STAINBACK I ROBERT LARRY EDWARDS 7519 FIESTA WAY 4105 WOODRIDGE LANE RALEIGH.NC 27615 PFAFFTOWN,NC 27040 DBK.547, PG. 387 DBK.634. PG.375 60010.117 GRADE = 5,454' SPACINGS FOR TRSC-B S BASIN DESIGN CALCULATIONS FROM STATION 32+50 TO STATION 37+95 LT. -L- 545'(2O')/43560(150) = 37.53 CU81C FEET REOUIREO USE I: Ow x 8'L x 2.5'd BASIN STORAGE CAPACITY = 40 CUBIC FEET (D CARLTON W.CRAFT 981 EIP ECM EXISTING R/W 'OSED EP :::= L--J PROPOSED > bFL47.03 15' CP FL46.86 EIP EXISTING R/W EIP EIP O.E.D. OJIX GRADE 3.5'w x 3.0'L x I.O'd 0.4 TONS CLASS B STONE 600/0.13% GRADE = 4,615' SPACINGS FOR TRSC-B S BASIN DESIGN CALCULATIONS FROM STATION 37+95 TO STATION 42+00 LT. -L- 405'(20')/43560(I50) = 27.59 CUBIC FEET REQUIRED USE 1:2'w x 7'L x 2'd BASIN STORAGE CAPACITY = 28 CUBIC FEET SEE ISTATE PROJECT NO. I OESCRIPTIQN I I I MERRIMON' TOWNSHIP I NOVEMBER 5,2001 SPECIAL NOTES MTYPE-A ROCK SILT CHECKS AND TYPE-8 SILT BASINS LOCATED RIGHT OF STATION 4I+00 SHALL REMAIN PERMANENTLY (2) UPON COMPLETION OF THE PROJECT.THESE BASINS SHALL BE MAINTAINED AND RESTORED TO ORIGINAL DESIGN OIMENS/ONS (3)THESE BASINS SHALL BE PERMANENT BMPS AND SHALL BE MAINTAINED AS SPECIFIED IN THE DWO-DOT MAINTAINENCE AGREEMENT INEZ HAMMER PROPOSED SILT FENCE 0 � S /8' 45" 42.9" E 10' RAD I 47.81 ----------------- ITrH 10' RAD- 2'w x 7'L x 2.5d EIP PERMANENT TYPE-B SILT BASIN PERMANENT TYPE -A ROCK DITCH CHECK DIFFUSE FLOW THROUGH VEGETATED UPLANDS BEFORE ENTERING WETLANDS SPECIAL NOTES J.L. SERMON 4706 SAN JUAN CIRCLE MOREHEAD CITY, NC 28557 DBK. 867, PG. 106 / crN — w W � O co NJ LWL. Z Zp N m FROPOSED SILT FENCE INEZ HAMMER 60010.117 GRADE = 5,454' SPACINGS FOR TRSC-B S BASIN DESIGN CALCULATIONS FROM STATION 32+50 TO STATION 42+00 RT -L- 950`(20')43560(150) = 65.43 CUBIC FEET REQUIRED 65.43 CUBIC FEET / 2 BASINS = 32.71 CUBIC FEET REOUIRED PER BASIN USE 2:2'w x 7'L x 25'd BASINS STORAGE CAPACITY = 35 CUBIC FEET PER BASIN POTSta. 41 +98.83 SOUTH RIVER SA.HOW.NSW vn 2 44.28 BLUE LINE STREAM 7mJUN 2 0 20OZ TAL MANAGEM MOREHEAO