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HomeMy WebLinkAbout47040_TOWN OF RIVER BEND_20061115Feb 21 07 12:44p Kevin Rvolis 252-633-6507 p.3 11-15-'06 14:05 FROM -NC DENS Coastal Mgmt 919-733- 495 T-279 P001/001 F-731 C�AMA f DDREEME A F,.�c � N? 47040 �NERAL PERMIT Previous permit # ' ew ClModiGration OComplete Reissue ❑Partial Reissue Date previous permit issued - As authorized by the State of North Carolina, Department o1 Envirorrttent and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NzCAC i atnrhed_ Applicant Name dad +^ Q �" Project Location: County_ — Address C !y �� ►�Jl^wf ")I Street Addreess/ State Road( Lot t!f(s) Ciry �N �x131r„ State /J G ZIP Phone f (w'j ° ( ) 673- U b � � # Subdivision Authorized Agent .(it/ln /t/. is City G�g-, ��_ 1- C zip a-e-r�� Affected G CW I�A &At �s Phone # (_) 1 River Basin AEC(s): G OEA O NHF C' Ifi G UaA G W/A Adj. Wtr. Sody '� f Tr'�^t ,,�"v D ►WS: CIFC: `�rtat /unitn} TRW: yes / to PNA yes / �q,� Crit. Hab. yes / no Closest Maj. Win Body �""� FJVC-r Type of Projecd Activity // [j,�ns!><rwct d' r . f �.. elf •l 30 df 1� i ��=f Kam,( ram•,^-k •rf�/+ Pier (dock) IermtM Platform(%) Fingerpier(s) Groin length I i I I 1 I number `-•-- - �--i- I--�_....!_ 2t.'. LI Bulkhea rap F. i ' aVe t to offshore r V max distance offstwo L r I • � J I I. Basin, channel � r �3`.1i;'�.`................_....._..�.. - I-- --• - -- — - - -- -----__.-- ---E cubicyards Boat ramp Boathouse) Boatlik f ! I I I I Beath Bulldozing Other � , Nr'�" Shoreliee Lenrh I !? r . SA not ruro Yes -- - - o bier -- -L I I ---— - V: -- I I Sa.dbwg� mt .,,ram yes , Moratorium: n/a Yet i 1 I �� I kA� Photos ri's 1 i I i I i i • VVmmr Anachod: Yes , I ------- -- A building permit may be required by: r VM / See note on hack regarding River Satin nrles. Notes/ Special Condition lU ��`(� r�+ r r�"�` f ► n� t7c R--1 7' I' - v er r J- J- r w—,* I�r'+•- ti✓ ��►,�a••,t , f Nt>•'L. l� �� �a� •L,r �-.>Eft � ,- �-. iw •�" >t�w.1 3a'yr.r. NWC. V-%r'' 1 I t%71 Agent, ' A� P6 Nam ! {,- Permit Officer &S%pawre Signature . Please read compliancestatementonback ofpermitle IssuingDxe ExplratlonDaea AVOLIS ENGINEERING, P.A. A PO BOX 15564 10375 5405 MORTON RD INK CITIZENS NEW BERN, NC 28561 252-633-0068 66-30/531 • PAY TO THE 10/26/2006 ORDER OF NCDENR - COASTAL MANAGEMENT ° **600.00 0 Six Hundred and DOLLARS NCDENR-COASTALMANAGEMENT co MEMO: /1 / B "'0 10 3?Silo 1:0 S 3 L00 3001:00 I L L -2 3 -a DIVISION OF COASTAL MANAGEMENT AL74 *.WYWA NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES ,rAQC TO: �S OFFICE: TELEPHONE: • FROM: Re: DATE SENT: FAX: Morehead City Office 400 Commerce Avenue Morehead City, NC 28557-3421 V 'ce: (252) 808-2808 Q25 7-3330 TOTAL PAGES INCLUDING COVER SHEET: ADJACENT RIPARIAN PROPERTY OWNER STATEMENT _ I hereby certify that I own property adjacent to Town of River Bend's ,S (Name of Property Owner) property located at right-of-way area adjacent to 717tation Drive (Lot, Block, Road, etc.) La�ARir�ERS ccv[, SFP 2 8 2006 on Plantation Canal in River Bend N.C. (Waterbody) (Town aft�unty) City DCM He has described to me as shown below, the development he is proposing at that location, and, I have no objections to his proposal. DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT (To be filled in by individual proposing development) Signature J. Wade & Susan Ehlen Print or Type Name 106 Mariners Court River Bend, NC 28562 Telephone Number (252)635-5208 Date: nccoastalmanagement.net/Periniis/ADJACENTRIPARIANPROPERTYO WNERSTATENIENT2. pdf • ADJACENT RIPARIAN PROPERTY OWNER STATEMENT I hereby certify that I own property adjacent to Town of River Bend's Is (Name of Property Owner) property located at right-of-way area adj acent to 717 Plantation Drive ----------------------- (Lot, Block, Road, etc.)"�� SE P z 8 2006 on Plantation Canal ,in River Bend N.C. (Waterbody) (Town and)MOp IdcEld City C)CM He has described to me as shown below, the development he is proposing at that location, and, I have no objections to his proposal. DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT (To be filled in by individual proposin,a development) ------------------------------------------------------------- 7 --------- ( --------------------------- --------------- J izt_ Signature Willard and Connie Beddow Print or Type Name 101 Knotline Road River Bend, NC 28562 Telephone7�,0er Date: i r-i d� nccoastalmanagement.netfPermits/ADJACENTRIPAPIANPROPERTYO WNERSTATEMENU.pdf Message Confirmation Report Name/Number 912526336507 Page 2 Start Time FEB-20-2007 04:17PM TUE Elapsed Time 00'48" Mode STD ECM Results [ O• K] DIVISION OF COAST AT NCDE 1'kJRTn C.n — DV .NV A 4HLG T AMD Nmure TO: OFFICE: TELEPHONE: ( ) F FROM: Morehead C 400 Comma Morehead City, T V 'ce: (252' F!(fZj Re: DATE SENT: I OTAL PAGES JNC1,TJDiNG COVER SHEI FEB-20-2007 04:18 PM TUE Fax Number 2522473330 Name NC DIV COASTAL MGMNT + r ,MANAGEMENT )ffice venue 057-3421 -2808 T 3-0 7 GENERAL CONSTRUCTION NOTES: 1. THL LOCATIONS SHOWN OF UNDERGROUND AND ABOVE -GROUND UTILITIES ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION. 2. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE-WAY TRAFFIC MOVEMENT IN ALL AREAS OF WORK AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF TEMPORARY BYPASSES TO ENSURE THIS TRAFFIC MOVEMENT. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE, LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO ENSURE THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION, 4. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE PROJECT ENGINEER, J. WADE & SUSAN EHLEN 106 MARINERS COURT DEED BOOK 8073 PAGE 134 'Y rl4 Y � µ I f �M $$ I` �r S k >I dv 1 01 Bli � I d Sa lei I,vs r tF, , k 1 --- I' EXIST, 6" PVC WATERLINE a � I {' ,I A PLAN VIEW C'1 I r.1 j SCALE: 1"=10' AMY SCARLETT RIGGS V19 PLANTATION DRIVE ED BOOK 8073 PAGE 010 CHECK DAM /Iy rl, XIST. BULKHEAD---`', 0 REMAIN v r EMOVE SMALL—,. REES SPECIFIC WORK ITEMS: 1. PROVIDE PIPE TRENCHING/BACKFILLING IN ACCORDANCE WITH DETAIL B, SHEET C2. 2. COMPLETE ALL REVEGETATION IN ACCORDANCE WITH DETAIL E, SHEET C2. EXISTING STORM DRAIN. PROVIDE MINIMUM 24" VERTICAL SEPARATION. LEGEND: EXISTING NEW W WATER MAIN — — W — — "� S SANITARY SEWER MAIN D _- _- STORM DRAIN BULKHEAD VALVE H HYDRANT SEWER MANHOLE ® CHECK DAM =- = FLOW ARROW M7 DROP INLET THRUST BLOCK Y�. f FRANK & LEAH NASH 715 PLANTATION DRIVE DEED BOOK 8073 PAGE 008 1 RELEASE FOR PERMITS JKA 9/12/06 NO. I DESCRIPTION BY I DATE Revisions ABBREVIATIONS © AT EXIST. EXISTING I CENTERLINE EOP EDGE OF PAVEMENT EXIST. EXISTING FT/FT FOOT PER FOOT S,F. SQUARE FOOTAGE MH MAN HOLE O.C. ON CENTER PVC POLYVINYL CHLORIDE TYP, TYPICAL CY XXXXXXXXX rr"r," �M pll 1 � 15 a. L /\ i I. I U TO REMAIN GRAPHIC SCALE 5 10 20 2 Zaau ►head City DCM CYD p� Lo O Ln N Ln cU � �z I �wzry � Ln W �mx F� E o z Li U,. OCT 0 > 0 wwLno v C o0�, � ►_ , '� m N Ln n awl � Q Q O W �14 E-� w �, ( IN FEET ) 1 inch = 10 ft. 06123.DWG BURIED DETECTION WIRE - f OR NON-METALLIC PIPE - SEE SPEC FOR BURY 'REQUIREMENTS SEE SPECS FOR BURY REQUIREMENTS r BURIED WARNING AND IDENTIFICATION TAPE FINAL BACKFILL 9" LIFTS MAX INITIAL BACKFILL 6" LIFTS MAX -UTILITY MAIN - SIZE AS INDICATED 12" O.D. OF I--12" PIPE PIPE TRENCH WITHOUT BEDDING B PIPE TRENCH SECTION �clUC2NOT TO SCALE 12" THICI #57 STA ON UPSTREAM SIDE UOO 000 00 � 4 - °omc'o 3' O00 °�° /°O o° o°o �O00�')-8 o °o 000000 c�0o 0� 000000 000o O0000 °cQ000000T20—co-c��00000�0O 0000°°O°O 00°° O 2 0000�c0000 00 rc__� CHECK DAM C1 C2 NOT TO SCALE NOTES: 1. CONSTRUCT CHECK DAM OF RIP RAP STONE PLACED IN ACCORDANCE WITH DETAIL. 2. SEDIMENT BEHIND THE CHECK DAM SHALL BE REMOVED ONCE THE LEVEL IS WITHIN 6" OF THE CENTERLINE CREST OF THE DAM. 3. SHOULD SCOUR DEVELOP AT THE DOWNSTREAM END, IT SHALL BE REPAIRED IMMEDIATELY. 4. PROVIDE 12" MIN. FINE GRAVEL ON UPSTREAM END OF CHFCK DAM. DGE OF RG,D JP OF BULKHEAD G WATER LEVEL BOTTOM L< cz�, —a. A A CARRY C TO SOLIE PLAN PLAN a T_ f 8» V 1 1 /21' -- ... 7„ I 1_1 4" MIN. =1 I -- � „ I�III a 7„ 8 k�j — / 8„ d I —I ill.......... III= III a II =1 11=1 11= ,i T l l— SECTION A -A FOR BENDS FOR TEES rD THRUST BLOCK QCIC2 NOT TO SCALE PERMANENT VEGETATIVE SODING ALL AREAS DISTURBED BY THE CONTRACTORS OPERATIONS SHAI L BE REVEGATATED WITH CENTIPEDE SOD WITHIN 10 CALENDAR DAYS OF FINISH GRADING. IF SOD WILL NOT BE INSTALLED WITHIN 10 CALENDAR DAYS OF FINISH GRADING, THEN THE rye+' TRACTOR SHALL PROVIDE TEMPORARY SEEDING AS OUTLINED ABOVE. TEMPORARY VEGETATIVE SODING AFTER COMPLETION OF GRADING ACTIVITIES, ALL EXPOSED AREAS SHALL BE SODED TO THE FOLLOWING SPECIFICATIONS IF THE DISTURBED ARI A DOES RECEIVE SOD WITHIN 10 CALENDAR DAYS: 601111.1il1, LIME 1-112 TON PER ACRE FERTILIZER 1/2-TON PER ACRE SOD RYE GRAIN 50 LBS PER ACRE TALL FESCUE 100 LBS PER ACRE MAY THROUGH AUGUST: CENTIPEDE 5 LBS PER ACRE PROCEDURE STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY 75% COVERAGE OF THE SODED AREA. THE STRAW AND SOWN SOD WILL BE LIGHTLY DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE 10 BLOWING AND WASHING. THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST IN SOD GERMINATION OR AID IN GROWTH IN TIMES OF GRASS. EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED AREAS. RESODING WILL BE REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND. SPECIAL SODING NOTE: THE CC)NTRACTOR SHALL PROVIDE A GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADII'G: AND PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF 15 WORKING DAYS OF 90 CAL.ENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. E VEGETATION PLAN CVC2 NO. 1- {_. 3CRIPTION BY DATE Revisions A A TOTAL POUNDS NOM. PIPE DEAD 900 45' 22 1 /2° 11 1 /4° DIA. _ END BEND BEND BEND BEND 4" _2,700 3,800 2,100 1,100 830 6" 6,600 8,000 15,800 4,500 7,400 2,200 3,800 1,100 1,800 8" _ _ 8,7O0 10" 1 i4,5J0 20,500 11,100 5,700 2,800 12 __20,500 29,000 15,700 8,000 1 4,000 �., lr� IT 5 2 g J'Ou morenead City. 7 .F p.tiw.! SEAL ' 15738 ' K�A • ,` cL o � 00 ..'�Nco (D I � U � 4►-c � CD z cD ►- 1 c �. ry w z N F� Ln 0w� w4-m W x E w < z ° - 00 > CD c (D o w wLo 7(-)�� C)x� U� � 0 1---i m N 0 �oN a� J 06123.DWG