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HomeMy WebLinkAbout86766A - NC WRC, RCAMA ElDREDGE & FILL NY86766 ® B C D � ,GENERAL PERMIT Previous permit,_. Date previous permit issued (X New ❑ Modification [,. J Complete Reissue ❑Partial Reissue As authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to: ISA NCAC �t'L.._' jgcw Rules attached. General Permit Rules available at the following link; www.dea.nc gov/CANjAruIes Applicant Nam Authorized Agent / Address �7�_ o _ Nkn,'A �rv, -e- CR f\aii d' Project Location (County): l �t Q:�.SCLYt City 9,C,-k�eEar State C ZIP lo� Street AddreWStateRoad/Lot #(s) ►�r_ Phone # (• ► ) ++r C1 t 51 _ __ 1 1 w� t._ �La a�clir� Email (�C'i � r � Mla S e Y\ C uk, ,1 A k k% , i5'rC1...... Subdivision city FAA h:3�1 )07� ZIP Affected ❑ cW K EW ( PTA ❑ ES ❑ PT5 Adj. W1.. Body 1..�! \ Q I.v CLYt -yV ^ ( 1 a %manlunk) AEC(sj: OF11 IHA ❑ tllN n SPIMA ❑ PWS Closest (j, Wtr. Body ORW: yes/r 6,� Type of Project/ Activity n 1 1 — Lv � PNA: yes/0 MI a: -Shoreline length Access Length Pier (dock) length t _ X 10 1 Fixed Platform(s) Floating Platform(s) Finger piers) .� Total Platform area i Groin length/# Bulkhead/ Riprap length .- Avg distance offshore Breakwater/Sill - i Max distance/ length i Basin, channel Cubic yards Boat ramp Boathouse/Boatlift___ t Beach Bulldozing Other I i I SAV — _ __ _r _.. c _! . -W__� observed: yes ' Moratorium: yes no Site Photos: no -... Riparian Waiver Attached: yes (1 '• '• r _i ' . - �..._ ._..i.,......! A building permit/zoning permit may be required by: C' kn WOLn cCx141 Permit Conditions I AM AWARE OF CONDITIONS THAT Agent or AlpplicaroARINTED Name Signature **Please read compliance statement on back of permit** s)Application Fee(s) Check #/Muney Order Permit ❑ TAR/PAM/NEUSE/BUFFER (circle one) ❑ See note on back regarding River Basin rules ❑ See additional notes/conditions on back (Please Initial)../y1/Li Signature if%n.1�����3 Issuing Date Expiration Date ® North Carolina Wildlife Resources Commission Cameron Ingram, Executive Director October 18, 2022 cF, v F—a Cynthia Rountree, CAMA Permit Officer Division of Coastal Management, Elizabeth City Office pCT 14 IV 401 S. Griffin Street, Suite 300 Elizabeth City, NC 27909 D Re: Edenhouse Bridge Boating Access Area, Chowan County Ms. Rountree: NCWRC is requesting approval for development related to the repairs to the Edenhouse Bridge Boating Access Area. The original CAMA major permit number is 42-00, issued on 3/22/00. Project drawings have been attached. The following repairs will be made to the boat ramp facility: 1. Removal of existing, damaged vinyl sheet pile groin, 140 LF. Build new vinyl sheet pile groin, +-100 LF. 2. Removal of existing, damaged fixed dock, 140 LF. Build new concrete abutment to accommodate new floating dock, +-80 LF. 3. The new floating dock and wall with follow the same alignment and location as the existing dock and wall. The angled section of the existing dock (40') will not be rebuilt. 4. A 5' gap will be maintained between the new groin and the existing stone sill. After reviewing this submittal, please let me know if you need any additional information. Sincerely, North Carolina Wildlife Resources Commission i1 � Myers Mast, PLA Project Manager Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 27699-1720 Telephone: (919) 707-0151 Cynthia Rountree From: Mast, Myers Sent: Thursday, October 20, 2022 9:32 AM To: Cynthia Rountree Subject: FW: Screen Shot of E-Payment - CAMA General Permit - Edenhouse Bridge BAA - Chowan County Follow Up Flag: Follow up Flag Status: Flagged Cynthia, I have mailed you a paper copy of the repair plans for Edenhouse Bridge as well as our cover letter requesting development approval. Notification packages have been mailed to both adjacent riparian property owners. The screenshot of our payment is below. Let me know if you need any additional information. Thank you! Myers Mast Landscape Architect NC Wildlife Resources Commission Mailing Address: 1720 Mai! Service Center Raleigh; North Carolina 27699-1720 office:919-707-0344 fi fax:919-707-0162 ncwildlife.orq f I You �.. From: Maldonado, Vanessa D <vanessa.maldonado-jones@ncwildlife.org> Sent: Thursday, October 20, 2022 7:47 AM To: Mast, Myers <ralf.mast@ncwildlife.org> Cc: Fears, Kimberly L <kimberly.fears@ncwildlife.org> Subject: Screen Shot of E-Payment - CAMA General Permit - Edenhouse Bridge BAA - Chowan County Good morning, Here is the e-payment confirmation screen shot. 1 mmams DOCUMENT PAYMENT GENE NEXT FUNCTION: ACTION: H BROWSE: ------------------------------------------ ------------------------------------------ PAY ENTITY 17PT VE VEND/EMP SHORT NAME: DEQ DO DOCUMENT DATE : 10/18/2022 PA IND AMOUNT SALES TAX/VAT SALES TAX 2 SALES TAX 3 FREIGHT ADDITIONAL COST GROSS INVOICE PAYMENT AMOUNT AMOUNT PAID PAYMENT TERMS 200.00 200.00 200.00 NET PAY IMMEDIATELY ADJACENT RIPARIAN LANDOWNERS STATEMENT General Statute 113-229 requires that riparian landowners with property adjoining a proposed excavation and/or fill project be given thirty (30) days in which to comment on the project. This form allows the adjacent riparian landowner to express either: 1) objection to the project 2) no objection to the project and the desire to waive the right to the 30-day period so that application processing can progress more rapidly. The adjacent riparian landowner may also choose to not sign the form at all. am an adjacent riparian landowner and have seen a copy of the plans submitted by The North Carolina Wildlife Resources Commission, wherein said applicant requests a permit to excavate, fill, or otherwise alter the land or water adjacent to my property. ❑� I have no objection to the project as presently proposed and hereby waive the right of objection as provided in G.S. 113-229. ❑ I have objections to the project as proposed and comments are attached J v.. c (,`r signatur of adjacent ripari n landowner I If Forward comments to: Cynthia Rountree, CAMA Permit Officer Division of Coastal Management, Elizabeth City Office 401 S. Griffin Street, Suite 300 Elizabeth City, NC 27909 %U/d y/„2 Z date ✓ '' 0CT262022 DCM-EC ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. a Attach this card to the back of the mailpiece, or on the front if space permits. 1. Arflcle Addressed to: car , Ls. (arm k�k'w. �sf s4 Qb 1;w 166 EJUNkv--ll nnIlNL 2'1 °132 9590 9402 7234 1284 1837 57 2. Article Number (Transfer from service tabef) 7021 2-220 0003 2952 5065 PS Form 3$11, July 2020 PSN 7530-02-000-9053 ■ Complete items 1, 2, and 3. ■ 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: Coo 60� tom' C%actt �, KC 17 SIS VIW�IIl1I II�YII�IIIIIIINI�IIII 9590 9402 7234 1284 1837 40 2. Article Number _ 7021 2720 0003 2952 PS &i , July 2= P 7330-02-000-9053 A. 13 Agent ❑ Addressee B. 8eceived�by {Printed Name) C. Date of Delivery Is delivery address different from Item 1? ❑ Ye; If YES, enter delivery address below: [j No 3. Service Type r, Priority Mail Express@ ❑ Adult signature ❑ Registered Mall- 0 Adult Signature Restricted Delivery 0 Registered Mail Restricted ❑ Certified Mail® Delivery O Certified Mall Restricted Dehvery D Signature Confirmation- 0 Collect oo Delivery ID Signature Continuation ❑ Colect on Delivery Restricted Delivery Restricted Delivery ---- 7 Mail J Mall Restricted Delivery 500) Domestic Return Receipt W-A -., (. AeceiveQ by (Printed Name) D. Is delivery address different from ReM If YES, enter delivery address below: �ent ❑ Addressee late of Cie6very 0 No 3. Service Type ❑ hrionty Mail Express® ❑ Adult Signature O Registered MaH— ❑ Adult Signature Restricted Delivery ❑ Registered Mah Restricted ❑ Certified Mal@ Delivery ❑ Certified Mail Restricled Delivery ❑ Signature Confirmation- 0 Collect on Delivery 0 Signature Confirmation I0 Collect on Delivery Restncted Delivery rl r.......+ . ,..:, Restricted Delivery 5089 3astricted DeiNury RECEIVEL No 0 1 ZOZZ DCM-EC Domestic Return Receipt NORTH CAROLINA WILDLIFE RESOURCES COMMISSION DIVISION OF ENGINEERING SERVICES 1720 MAIL SERVICE CENTER R (919) 7070 50 FAX 919) 707 01621720 RED` E' "° D OCi 2 4 2022 PROJECT DCM-EC EDENHOUSE BRIDGE BOATING ACCESS AREA DOCK REPAIRS CHOWAN COUNTY, NC VICINTY MAP 0 PERMIT DRAWINGS 05/05/21 SHEETINDEX CD-1.0 EXISTING CONDITIONS CD-2.0 LAYOUT PLAN CD-3.0 DETAILS CD-4.0 DETAILS Cypress - ' EXISTING o j BULKHEAD Cypress o EXISTING FIXED , 1 DOCK & BULKHEAD i cypress EXISTING FLOAANG DOCK 1_ j Ex Q _4_3_'- FIXED DOCK SHEET PILE GROIN. J MINOR DAMAGES TO BULKHEAD AND DOCK TO BE REPAIRED IN PLACE Ex.Asphae Pavement / �� card vdm a, uaw spy. Oea (aMl�l W\D aH21n �1 �, _. J' e.a�erswu wee i�z;zi�.'uvum 2x. 3mP EXISTING PARKING BOTH DAMAGED ! BEYOND REPAIR, i i Ex C \ � � I EXISTING I STONE SILL \ l 1\ \ \ Ex. Asphan Pavement \ NOT RELEASED FOR CONSTRUCTION O W W f C w Ow \\ cc \ Oowz 0. '' aZ WU 9je O W W � n �n p:�j2 QVz—= K W � W x ion a`LL RECEIVED ocI 2 4 207, IDcM-EG 30 0 30 60 90 Scale 1" = 30' W Z O x U Z w O C) H Z W p w v Z O = N p z W w F Z 7 O U Z O U 5-05-2021 iW Name EaNwu&gaeeere dp rveyeU: GR IeslpneG RMM RIM �o�aa sus nee N. CD-1.0 NOT RELEASED FOR CONSTRUCTION zo in rl g. ,$qg '✓�g�tf�iY, h�� ✓N W O P ;` a gym, d Du kl.4.',T,a�s W e %[ -s,, E�i a:Mk, 3� ' ✓ A)kL f` ':t n u LL y ry W 2 Sl �, L Y .. ! . �`::�;?� J Z K Z O c W U ¢.0 � ..- s•�M ;•'i yS�3it 4� 7 p��(�'YA �r� j�'iy�x((.yy.,.y�s Y�v�//,,l '�ia]��4�'B,`��f � �� % / OW 0 t Q W m w+ 12 "�• t __ �i-. aft p>+ i ' ¢t','¢,. �' i Cypress O Ex. Asphalt Pavement z; x.0oek (4) NCWRC SUPPLIED _- j FLOATING DOCK ` __ ly Z DAMAGED DOCK, PILINGS, SECT70NS 8 X20' AND VINYL GROIN TO BE j� Control Point - Ex. USCS Spike REMOVED EX FII Ex• Ram CORS (4-20-21) - NAD 83(2011) ,,, p z Q O 0 a • OdtitiG Dc�k �. L p N=646,872.57 -� f E = 2,684,544.56 _ U O CORS (4-20.21) - NAVD 88 eOr1C _ El- Z r ' 0 -5 -4 -3 -2 m -1 C -_-_ 80 W C9 R 3mp 4d RECEIVED o Lu ---, w a 98, OCT 2 4 2012 �_ Co W F- W NEW 8'X8' CONCRETE VINYL SHEET PILE u) W ABUTMENT AND GROIN. TOP OF p EC WALL EL,J..5, 9 SIDEWALK. MATCH DCM- TO EXISTING CONCRETE9 : 0 _ rn SIDEWALK Z -3 -2 Z -5 -4 -1 Lu z J Cone. W d Walk z :D C)0 F- = J 3 Ex. Asphalt Pavement 0 C H 0 W A N R/ V E R Date: s-os-2oz1 Fat Name Eas...... p--9 Surveya4. CR 2I1 20 40 60 oasier d, RMM raven: HMM I i - __ ® A-W. sS pp s et t CD-2.0 - - - Scale 1" = 20' NOT RELEASED FOR CONSTRUCTION O N I" x Is" GALv. AMBER eoLr WITH q f NEW YORK DOCK WASHER AND NUT 4X6 TIMBER WALER f U 3/8" x Y2" HDG CARRIAGE HEAD BOLT WITH FLAT WASHER AND HEX VINYL SHEETPILE 4X6 TIMBER WALER 2X6 TIMBER DECKING w a O U / HEAD NUT 1 ( FOR ENTIRE LENGTH w > w ^. LAP JOINT IN 4x6 WALER VINYL SHEETPILE \ I OF VINYL GROIN z LLuwi \ oz=- �ws o wZ O � l-J �LLN2 of _ U Z Q = g m4b ��sw 3/8 x3-1/2" HOT DIPPED CALV ( LAP JOINT IN 4x6 WALER j \ STEEL LAG SCREW WITH 318" HOT ; -----TIMBER PILE 4X6 TIMBER WALER DIPPED c4LV. STEEL FLAT WASHER MIN. 8" TlP DIAMETER f� 'R NOTE W 1 "GALVANIZED COUNTERSINK BOLT /8x3" COARSE THREAD COATED TIMBER BOLT INTO TIM8ER PILE SQUARE HEAD DECK SCREWS TO BE USED TO CONNECT CAP BOARDS TO 0-1BREAKWATER (MIN. 4 PER BOARD). SCREWS TO BE HOT DIPPED Z Q NOTE: GALVANIZED OR STAINLESS STEEL I" x 30" GALV TIMBER BOLT WITH NEW YORK 3-0111SHEET 3"0 DOCK WASHER AND NUT THROUGH TWO PILESVINYL SHEETPILE GROIN INYL SHEETPILE GROIN -CAP BOARDS AT THE END OF VINYL cRolNNOT J�5NEET ,.a.c... __ U TO SCALE m 4X6 TIMBER WALER CAP BOARD W TOP OF BREAKWATER ELEV. = 3.5 � J m I" GALV. TIMBER BOLT LLJ ~ WITH NEW YORK DOCK WASHER AND NUT 4XTIMBER WALER fi TOM ELEV. = 1.0 BOTTOM LJ � O FLOATING DOCK = 8" TIP TIMBER PILE � 2 RIP -RAP BASE ACT W U Z CONCRETE RAMP W Z WATER LAVE Z) O U Z VINYL SHEETPILE Q CL9900 OR EQUIVALENT O 2 U NOTES: s-os-zozi 1. TIMBER PILES TO HAVE MIN. 8" TIP DIAMETER. 2. PILES TO BE DRIVEN TIP DOWN. File Name etlippeOau.Mp Survn'ynLL Ck unaiyiwe kMM °`a k"" m m 3/SHEET 3.0 VINYL SHEETPILE GROIN _ _ -- _ i TO SCALE PROFILE Sheet No CD-3.0 o m 8.0' — #4 BARS 0 12" O.C. U 0 N 0 rn a rr a AL I i - 0 NOT RELEASED FOR CONSTRUCTION RECEIVED OCT 2 4 ton L)CM-EL /4" HT REBAR CHAIR WITH BASE - 2' MAX. SPACING (TYP.) NOTES. 1. ALL REINFORCEMENT, FORM WORK, CONCRETE PLACEMENT, AND CURING PRACTICES SHALL CONFORM TO ACI-318-11 BUILDING CODES FOR STRUCTURAL CONCRETE. READY MIX CONCRETE SHALL MEET ASTM-C94 SPECIFICATION. REINFORCING STEEL SHALL BE GRADE-60 MEETING ASTM-A615 SPECIFICATIONS. 2. ABUTMENT BASE MUST BE LEVEL BEFORE PLACING FORMS AND REINFORCING STEEL. J. MAINTAIN MIN. 3" CLEARANCE BETWEEN REINFORCING STEEL AND INSIDE OF FORMS AND 2" CLEARANCE BETWEEN TOP OF STEEL AND TOP SURFACE OF CONCRETE. 4. TIE STEEL USING SIMPLE WIRE TIE CONNECTIONS AT EACH INTERSECTION. 5. SUPPORT REBAR CAGE USING 4" HT REBAR CHAIRS ATTACHED TO STIRRUPS AT 2' MAX. SPACING. 6. INSTALL ALL ANCHOR BOLTS FOR PIANO HINGE AND SAFETY CHAIN THROUGH PREDRILLED HOLES IN FORM WORK. SECURE WITH WASHERS AND NUTS TO OUTER FACE OF FORM. TIE BOLTS TO REBAR CAGE. 7 BLOCK OUT AS NECESSARY FOR PIANO HINGE. A 8. J USE VIBRATOR TO CONSOLIDATE CONCRETE AND ELIMINATE VOIDS IN CORNERS AND AROUND EMBEDOED OBJECTS. 9. READY MIX CONCRETE SHALL BE 4,500 PSI NCDOT CLASS AA FITH FIBER AND 4" SLUMP. Y4" DIA. X 18 ✓ HOG ANCHOR BOLTS (TYP.). SET IN PREDRILLED FORM HOLES WITH 1-Y4" OF THREAD EXPOSED PAST OUTSIDE OF FORM AND TIED TO REBAR CAGE PLAN VIEW 8.0' WOODED FORM WORK 4 !) 11 #4 BARS 0 12" O.C. ,:1 91" #4 STIRRUPS 0 12" O.C. 2" MIN. CLEARANCE BETWEEN TOP OF STEEt AND SURFACE i _L OF CONCRETE N Y.� 1 �n #4 BARS 0 12" O.C. r" 16' LAP JOINT •r-\WOODEN 4' HT. REBAR CHAIR WITH SIMPLE TIES' ANCHOR BOLTS (TYP.) /4 BAR SUPPORT SAFETY CHAIN WITHBASE-7MAX. /4 BAR SUPPORT FORM WORK (TYP.) FOR ANCHOR BOLTS ANCHOR BOLT SPACING(TYP.) FOR ANCHOR BOLTS SECTION A —A SECTION B—B 11fMa" 4.0 ONCRETE ABUTMENT A- w W Z Q 0 2 U m 'w V Y) � J m Q uj cn w D 0 Z O z Z W > Z 0 U Z 0 U M s-os-zozi ue N- Ea.mw..umu"e....ore ..Ye. CR )"elpneE. RMM )lawn: RMM kwo""a. sds ;n-i CD-0.0 »� 222§ . �§j � ``� , ' \ j�\ . ��