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Home My WebLink About38339_VENTRELLA, R F_20040823I-CAMA / Ll DREDGE & FILL R/ GENERAL PERMIT Previous permit # --]New FModification El 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 i an ar a of @@nvironmental concern pursuant to 15A NCAC o V 1C.— % Ve Rules attached. Applicant Name 9i� l Project Location: County Address i.'-" { ,"`'` Street Address/ State Road/ Lot #(s) City_ ' �} <:', �'`' ' ` State(V C ZIP Phone # Fax # (`) Subdivision Authorized Agent' /'�i Jf) City ZIP CW C7EW ;K PTA CRES ;X PTS Affected Phone # ( ) River Basin ✓ +� C�': " i s OEA ❑ HHF ❑ IH ElUBA ❑ N/A AEC: Ad'. Wtr. Body ° } 1 Y—`" w�. i�: �� . F r �.!�` =(nat JQYunkn) ❑ PWS: ❑ FC: ORW: yes / no PNA yes / no Crit. Hab. yes / no Closest Maj. Wtr. Body _ Type of Project/ Activity Pier (dock) length_ _ Platform(s) �— _ i Finger pier(s) Groin length number Bulkhead/ Riprap length avg distance offshore max distance offshore f. Basin, channel cubic yards Boat ramp Boathouse/ Boatlift Beach Bulldozing Other Shoreline Length > SAV: not sure yes 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 f ' 1 6 tioc ,As• u AI Agent or Applicant 'P' inted Kai ` K Signature Please read compliance statement on back of permit" Application Fee(s) i Check # (Scale: �.. j� ) irn ❑ See note on back regarding River Basin rules. Permit Officer's Signature ° P12Y-0 r Pj" w� �h 21r •� Issuing Date Expiration Date .�pf Local Planning Jurisdiction 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 1) 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, certifythat this project is consistentwith 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 Mailing Address: 1638 Mail Service Center Raleigh, NC 27699-1638 Location: Parker -Lincoln Building 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 / 1-888ARCOAST Fax:919-733-1495 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) Morehead City District 151-13 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) www.nccoastalmanagement.net Revised 10/05/01 Shoreline Deer Creek `" - //`` r Yf Ventrella-Goff 71r" line BOATWELL Lift —\ 15" Culvert (E)asting)— i New 15" Culvert (Attached) \ r'. Bulkhead line Shoreli" ne Greenhouse DWELLING Notes: 1. Engineer Design & Spec. Attached 2. Adjacent Notifications Attached 3. Backfill w/Sand 4. Sheet Piling is SG 300 5. Double Wale Design Sketch Not to Scale BOATWELL BULKHEADING 513 DEER CREEK DRIVE CAPE CARTERET, NC { Deer + Creek fI Drive t Ventrellai` Property Line �J Ventrella Shoreline Deer Creek Y Ventrella-Gaff prop4rtv line -- BOATWELL Lift 15" Culvert (E)asting)_ New 15" Culvert (Attached)-, Bulkhead line Shoreline Greenhouse DWELLING Notes: 1. Engineer Design & Spec. Attached 2, Adjacent Notifications Attached 3. Backfill w/Sand 4. Sheet Piling is SG 300 5. Double Wale Design Sketch Not to Scale BOATWELL BULKHEADING 513 DEER CREEK DRIVE CAPE CARTERET, NC Deer Creek Drive i E: Ventrella 1{ Property Line lz�/ Ventrella 1�316�� is 0. Is BOATWELL PROJECT FEB 1 0 2004 CONTENTS A. SITE LOCATION MAPS B. BULKHEAD SITE PLAN C. ENGINEERING DESIGN & SPECIFICATIONS D. ADJACENT PROPERTY OWNERS NOTIFICATIONS R. F. VENTRELLA 513 DEER CREEK DR. CAPE CARTERET, NC 28584 • • 0 To�tle..",.� d�6�. �g � � yew• �-� Q ca ICT CA �a�n9ron P1d e �`` v :a Old Walnu 7 C �pc a 10 co 0A Farm 1 uthrie w G . j' p Prort:' ° C U p Rd r 3 L \ m_ B 1 •� E °.. U Dunshippen Ln Pine ;dQp,is ems. J 1 Q ej S� pti 9.91 �rnU c c o o �o�Go �o� c � \ as P °S an ui c - e,`" 0 a ee cu J t Hy" �gls ij o cL� N O ., j C iwod anlo� cJ,0� � Geco r p LO cq p ti _ e�i 0, O`�es, �\� soma Un ` _ 1 Ltn'rn 1 3 n — s—°rltta .• / - �JE pJI r �0� Q �- �p a1 � L UaID 0,j Jo}Aad o Fa c� r" O m w ' . ��`a\�� cv IaD as,o H p!O �a % f �° .dam �o � p U Ne y p — = ieoq � - has, o fors ,��J 1,1„� a �,.o _ 'gym Pa no4S r �� sG% p ° pio}.� d ,�,,.�,•,< dater o ;� � � ��v � � �fJ D�v�°�'�s�" 6 I0 10 cc u w' a .,/'�°� z d a Y / s\Ja 25 \No I l i a s •� 01$.6 0 21 67 50 18 50 0995 190) (1.3A) � 1734 t 1.6A) 5712 4125 a CO N " 20 4068cv m /9 5065 & cv Go a B f 1.3A) 4640 LOOP . GGP •�0 8 / ` 6a INDEXED ON 5384.06 L � ec 4442 6 3490 4394 p v' B /0 (9.B9A) 0243 FEB 10 'G 4 e INDEXED ON I 5384.06 r ROCKY RUN 10 9 0 5264 ^� GP � 10 g; 6140 163p1 � 111 � J /0 3949 C� A a 7983 G 7 3889 O'p Tax map NOT warranted by broker. c 0 • • )eer Creek KI Shoreline Shoreline Ventre((a-Goffprope ine— BOATWELL Dock (existing) DWELLING Notes 1. Engineer Design & Spec. Attached 2. Adjacent Notifications Attached 3. Backfill w/Sand 4. Sheet Piling is SG 300 5. Double Wale Design Sketch Not to Scale 0 15" Culvert (Existin New �culvertched) —� Bulkhead line �� l Greenhouse BOATWELL BULKHEADING 513 DEER CREEK DRIVE CAPE CARTERET, NC Deer jCreek i Drive FEB 1 0 'ZG04 Ventrella Property Line ! Ventrella 1 /23104 LI • 0 0 BOATWELL PROJECT BULK -HEADING (Phase III) R. F. VENTRELLA 513 DEER CREEK DR. CAPE CARTERET, NC FEB 1 0 2604 keciardle55 of the material type used to build a 5eawAl, -the most carmon 6e5bn Is called the "Free earth Support Method," The Free �a°th Support Method, surrxnarrzed below, 15 fared in ma q marine cm4ructlon maMIA5 hcludinq the Naval racfitie5 �rgheerhq C WO'd, Fandatlons and earth 5truchre5 ne5im Maual 7,2, published 6y the United States Pepartment of the Navy, TYrICA. NZHOITP 5MAl,I. PTING CON5TU11ON FEB 1 0 2604 The type of 6ackfill 15 the most Important element affecthq the design aid pe ama r—, of any seawall. The type of 6ackgl Is Important 6ec c5e It dvtate5 the amamt of force acting on the seawall. Grarukv sods such a5 dean sand are reconrmemded as 6ackf111 because the amount of force acting on the seawall i5 quite predictable, EOIA11ON5 KEY klylV rpm M55M Pa—y kra-2C PA551V� M55 9 Pr—Y hKp+ 2CvV WT WAV MT55LK PW—YWh 5mm FACf0k AGAINST MONM OF PA551VL FOU5 MOWM5 OF AM FGA25 ANCNa pL L Ap—E pa- E pp/ F5 AV Ardor pull y Unit weight above water table `y2 Unit weight below water table ys UA weight below dredge Ilse Ka Coefficient of kWe earth pressure Kp Coefficient of passive earth pressure Cu Cdhe5& of sod q Uniform 5urdnarge load h distance, top of wall to dredge Ilne h t 1915tance, top of wall to tie rod F5 Factor of Safety Pp passive pre55ure Pa Active pressure pw Water pre55ure Shope Vinyl Seawalls I I N T E R N AT I O N A L Keeping Nature In Balance Clay or sods w►th day content shadd not, 6e used a5 6ackflll because they expand when 5u6)ected to molshre. These high plasticity hdex 50115 exert tremendaj5 force a5 they expand, The force Is stronq mm+ to crack buddhq fan� and move seawalls. If you are unaware of the type of 6ackfill on W Job Site, an rAg515 of the backflll 64 a soils testing laboratory will ensue proper Seawall de5►cfn, The de51gn must also take Into accant the forces exerted by heavy ol)" located near- the Seawall, Heavy comstr� egjpnent, foundations, steeply 51opMq property, and em6arnkment5 create a 5urc6w load that 15 transmuted to the seawall, MAfM&5 NTT 11W OIJN.. W 4501 CIPUY, 15 PAWWAY 5Lm �-55'0 Al WfAv CA 50559 L15A 600-256-885-7 PAX "-9S03-8365 f0fAI. I.FWH 5I m6LM 5H�Ff PILING (Ff.) 5Vf PUNG CHOICE 51NCU WkI M5164N 5H-� f PILING CHOICE 12OLM WALE M516N It W12 LFNC4TH (Ff.) OF 5M&L (Ff.) 11�IiFi�(i�G7�7rII fi�G)I• I % 100/ % 200 ~r �00/ % 400 % 500/ %,LD j 400 0 % 100/ % 200/ % 500/ % 400 0 10 12 15 O 1215fANCM1WN �D AA A i P11� �On5 (Ff.) ' 6 i -0 ANCHM 5WPCC NIA (Ff ) rXAMpI, I - 5' 5hgle Wale Seawall 1, Length of 5h0reC 1XJ 1510 feet, 2, 5heet piIN choice 6 56 100, 56 200, 56 300, or 56 400, 3, fie rod length is 15 feet, 4, distance between tie rods is 5 feet, 5, A-16w %e" area 15 9 square feet, tl,e hoer k1f. 15 itt h " " far 3pecrf�c katbts, rq�r ' w�Qrrrp tin cal e tt;s�a r�altb ft}�eret�an. t7iZA1MJ 9Y; tAf nA1<;; '� I 9�4 APPIZOV�b f3Y; t7A1T; 4/ I/ 94 nta �XAMpI.� 2 - 8' P"e Wale Seawall 1. Length of 5horeGuard is 14 feet. 2, 5heet pdhq Choice 15 56 100, 56 200, 5C, >00, or SG 400, 3, fie rod length 15 20 feet. 4, distance between tie rods is 4 feet, 5 , Andnor surface area 1512 square feet, ' t • LAG 5CMW 5/16"X21/2'' VCOLT 411 X 611 OUf5lM WALE noLM ME %a� w&F BASIC M516N W/ CM1111.EUEP 211 X 611 IN51M WALE 5/ 16" X 5" CA oa ID # 14 x 3" 5X I 1 / 2" X 12" CXWa C3Cf 5 / 8" IT V9 p�AN VIEW OF W00P CAP �i r 1701131,E WALE W/ SIPI'10�((PU C PAKimmil, 4" X 6" OUr51M WALE ea5L- Je5kv hf, a5 m � or ,pQ Cite eHgheer $ h {plz�ts far 3peclflc trz�tla>srepr , d,tees w r�ra>tles u e 1 kit e w . nmf CP055 S�CtION OF WOOL? CAP 5Im611M 90 mGu COUP fYPICAI 130A1" Slip M516N PATS: 411194 C 6" IN51 Vk/ALA n PART 3 - EXECUTION 3.01 SITE PREPARATION A. Establish seawall position by survey. PART 1 - GENERAL B. Assess soil conditions. C. Estimate material requirements. 1.01 REFERENCE A. American Society for Testing and Materials (ASTM). 3.02 INSTALLATION 1. ASTM D 790 Flexural Properties of Plastic. A. Construct driving guide. 2. ASTM D 638 Tensile Properties of Plastic. B. Drive sheet piling in pairs to grade. 3. ASTM D 4216 Specification for Rigid PVC Building Products. C. Install anchor system. 4. ASTM D 4226 Impact Resistance of Rigid PVC Building Products. D. Assemble cap. B. Department of the Navy, Naval Facilities Engineering Command, Foundations 3.03 BACKFILL and Earth Structures Design Manual 7.2. A. Use suitable backfill material. PART 2 - PRODUCTS 1. Granular.2. Non -Cohesive. 2.01 ACCEPTABLE MANUFACTURER 3. Low plasticity index. A. ShoreGuard Rigid Vinyl Sheet Piling to be Manufactured by Materials 4. High porosity. International, Inc., Atlanta, GA. B. Follow proper backfill procedures per B. Where the phrase "or equal" occurs in the Contract Documents, do not ASTM D698. assume that the materials, equipment, or methods will be approved as equal 1. Minimum compaction of 95% unless the item has been specifically so approved by the Engineer. standard proctor. 2.02 PRODUCT PERFORMANCE A. Sheet piling shall be UV inhibited, impact modified, weatherable rigid vinyl. B. ShoreGuard Rigid Vinyl Sheet Piling Series 100 or 200 for applications requiring up to 1,200 FT -LB moment capability per linear foot of seawall. C. ShoreGuard Rigid Vinyl Sheet Piling Series 300 or 400 for applications requiring up to 2,150 FT -LB moment capability per linear foot of seawall. 2.03 COMPONENTS A. Sheet piling shall be ShoreGuard Rigid Vinyl Sheet Piling. B. Fasteners and tie rods shall be hot dipped galvanized per ASTM A 153. C. Timber shall meet AWPA Standard C3. 2.04 WARRANTY A. ShoreGuard Rigid Vinyl Sheet Piling Series 100 and 300 covered by 15-year limited warranty. B. ShoreGuard Rigid Vinyl Sheet Piling Series 200 and 400 covered by lifetime limited warranty. 2. FilI, grade, and compact in level lifts A BARGE MOUNTED DROP HAMMER IS USED TO DRIVE IN THIS BREAKWATER OFF THE COAST OF VIRGINIA. FEB 10 2604 PHYSICAL PROPERTY 0.5 7 12• SERIES 100 SERIES 200 SERIES 300 SERIES 400 VINYL COMPOSITION RECYCLED VIRGIN RECYCLED VIRGIN DEPTH OF SECTION (IN) 6 6 7 7 LINEAR COVERAGE (IN) 10.5 10.5 12 12 WEIGHT (LB/SQ FT) 1.89 1.89 3.14 3.14 THICKNESS (IN/1000) 200 200 250 250 SECTION MODULUS (CU IN/FT) 6.1 6.1 10.9 10.9 TENSILE STRENGTH (LBS/SQ IN) 6,300 6,300 6,300 6,300 IMPACT STRENGTH (IN-LB/SQ IN) 11,000 11,000 13,750 13,750 MAXIMUM MOMENT (FT -LB) 3,600 3,600 6,450 6,450 ALLOWABLE MOMENT (FT -LB) 1,200 1,200 2,150 2,150 COLOR BROWN GREY/GREEN BROWN GREY/GREEN WARRANTY 15 YEAR LIFETIME 15 YEAR LIFETIME PHYSICAL PROPERTIES ARE LISTED IN THE TABLE. THE VALUES ARE DEFINED BY ASTM TEST STANDARDS FOR PLASTIC BUILDING PRODUCTS. THE VALUES SHOWN ARE TYPICAL AND MAY VARY SLIGHTLY. 9ono.ay, uecernner z5. _vus iJ +o nt"i r%'—ft, _ ADJACEINU RIPARIAN PROPERTY OWNER STATEMENT • i hereby certHy that 1 own property adjacent to ---- (Name of Property Owner) property located at ('Lot, Stock, Road, ete. on (Waterbody) (Town acid/or County) He has described to me as shown below, the development he is proposing at that location, FEB 10 2004 and, I have no objections to his proposal. M-SCRI MON ANDtOR DRAWLING OF PROPOSED DEVELOPMENT f f U�E('.� (To be frllzd in by individual proposing devveiopmend �0 4 Z- _a r �y�✓V jg�.rp N ' a I 01ti Av' G !4// II . nature Print or Type Name Telephone Number Date: _121z.1 ./oz 0 n.0 A ay p.02 December 29, 2003 1 &04 AM Rocky and .loan Ventrella 252 393 6809 ADJACENT RIPARIAN PROPERTY OWNER STATEMF'Nr I hereby certify that I own property adjacent to(1Vame of Property Owner) property located at (Lot, Block, Road, etc. FEB 1 0 2004 in N.C. (Waterbody) (Town and/or County) Br- has described to me as shown below, the development he is proposing at that location, and, I have no objccdons to his proposal, ---- -------------------- -- - ._------- - -- 0,47 WELL DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT (To be filled in by individual proposing development) ,/� _ G0 � /1/ F. p o c K ------- ------ Print or Type Name 8 - S 3v r7-elephorle Number Date: 3 I'd irT86-8Lt?-828 AA09 I-IIH dee:S0 �0 E1 Uer Jan 10 04 08:3Ga BILL GOFF 828-478-9814 p.1 •