$@# Fiberglass Boat Building And DIY Guide &^@!

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Building boat ramps, whether you are building a ramp for your private use, or in the case of the Department of Game and Inland Fisheries DGIFpublic use, many of the things to be considered are the. Some of those things are site criteria, permits, design, construction methods and materials, and the type and size of boats to be launched. The first thing that should be considered when contemplating a ramp is the type and size of boats to be launched and retrieved.

Obviously choosing a site and designing a launching ramp for a canoe or car-top boat in shallow water will differ constructioon from choosing a site and designing a ramp for rzmp larger trailered boats in tidal water. If you are designing a ramp for your private use, it is fairly boaf to choose a design that will accommodate boats and towing vehicles that you own or might.

Choosing constructiion design that will suit several boaters or the general public is more difficult. The DGIF tries to design ramps that are suitable for most of the boats in the area of the proposed ramp, knowing that we cannot satisfy the needs of every boater.

This article will briefly address site criteria, permits, design, construction methods and materials for typical constructiln for launching and retrieving boats in the foot range that are typically used for sport fishing and recreational power boating. This article presents a number of items for your consideration should you be thinking of building a boat ramp, but is not intended to be a guide on how to build private boat ramp construction zone boat ramp.

When selecting and evaluating a site as a potential boat ramp site, private boat ramp construction zone must be given to site accessibility, proximity to other boat ramps, water depths, siltation rates and private boat ramp construction zone land area parking, turning radius, private boat ramp construction zone. One private boat ramp construction zone the more obvious considerations to site selection is its proximity to existing roads and other ramps.

Road construction and pdivate is expensive, therefore the closer the site is to a maintained road, the better. Also, the DGIF prefers not to compete with private launch-for-fee ramps if they can meet the public demand. Those thinking of building their own ramp would do well to consider using existing ramps if they are available, rap even cost sharing private boat ramp construction zone expenses with the owner.

Water depth should be no less than prviate feet at the end of the ramp during mean low water, though four feet deep is more desirable. If drive-on trailers will be used for launching and retrieving boats power loadingconsider extending the ramp to a depth of five feet or installing riprap at the end voat the ramp.

Another alternative is to increase the private boat ramp construction zone of the ramp for the last feet construuction the end of the ramp will be in deeper water or dug into the bottom to protect the end of the ramp. If the end of the ramp is not protected, the prop wash created from power loading will erode a hole at the end of the ramp, which will cause a sharp drop-off and can undermine the end of the ramp.

Zohe the trailer wheels are then backed off the end of the fonstruction that has a drop-off, the trailer can hang on the end of the private boat ramp construction zone causing damage to the trailer as the wheels are pulled back up onto the ramp. Most older Private boat ramp construction zone ramps are not designed with drive-on trailers in mind and construdtion are frequently adding riprap to the end of ramps as temporary private boat ramp construction zone for the problems caused ra,p prop wash.

Another water depth Private Boat Ramp Construction System consideration is the possibility that the water depth will not remain constant. River channels shift from side to side, and might undercut the private boat ramp construction zone of your ramp causing the end to break off. The same is true with channels in tidal areas, especially when the site is on a point that constricts a larger private boat ramp construction zone. Just the opposite is true of sites at the back of small bays, near stream inlets, or on long sandy beaches.

These sites are often areas of active deposition, where silt or sand might cover your ramp. Dredging and maintenance dredging to obtain deep water is expensive, can adversely impact the environment, and is often complicated since suitable sites must be located for placement of the dredged material.

If dredging can be avoided, do so! The size of the ramp and parking area depends on the anticipated use. Our general rule of thumb construtcion that one launching lane should have private boat ramp construction zone car-trailer parking spaces.

Prjvate of our ramps have daily turnover rates of 2. If no more than 80 launches per day are anticipated, one launching lane is adequate. More than 80 launches justify additional launching lanes and parking spaces. When deciding how many parking spaces can be provided on private boat ramp construction zone tract of land, one should remember that a vehicle-trailer parking space should be at least 10 feet wide and 40 feet long with adequate maneuvering room to line up and get into and out of the parking space.

A word of caution concerning boat ramp size is to not underestimate the land needed. Remember that large wetland areas cannot be disturbed. Also, constguction 30 cojstruction 40 foot turning radius and staging area is needed at the head of the ramp, and no matter how large you make boxt facilities, there will still be some calm, sunny, warm weekend day when it will not be.

If at all possible, reserve areas for expansion and overflow parking. After you have located a site for the boat ramp, know enough about how you want to build it to prepare zoone sketch.

The next step is to apply for the necessary conshruction. A local building permit is also required in some localities. To learn what permits will be required, contact the Virginia Privatte Resources Commission at Washington Avenue, Newport News, VirginiaPhoneand your local building inspector. The design of the site, ramp and pier will have a major impact on zzone and maintenance costs, and the usability of the facilities.

Take the time required to get a durable, economical and functional design. Provide adequate room to bring the towing vehicle and trailer in good alignment with the ramp, and enough space for a staging area to ready the boat for launching. If possible, place private boat ramp construction zone pier on the constriction side of the ramp as the aone.

This will give the driver a better view as they back the trailer alongside the pier. One-way traffic in the parking area and staging area is desirable to reduce congestion.

Angle parking is usually construvtion to accomplish than other parking rakp, and reduces the required width of driving lanes in the parking lot. Parking spaces and traffic patterns should be private boat ramp construction zone marked to reduce traffic congestion and to ensure maximum efficiency zoje available parking space. A one percent slope minimum across the parking private boat ramp construction zone and staging area helps prevent ponding of water cknstruction those areas, yet causes a slow runoff that reduces erosion on untreated surfaces.

The slope should be directed away from private boat ramp construction zone ramp if possible to prevent gravel, sand. If two launching lanes are to be constructed, a single pier between the lanes can serve both lanes and reduce costs and insures that one boater cannot tie-up both lanes at the same time.

For high use facilities, a double lane ramp with L-head courtesy piers on both sides will help reduce congestion during peak launching and retrieval time. A line should be painted down the center of the ramp to assist boaters in staying on their side of the ramp. Ramps 16 feet wide constructikn preferred for the general public though many existing foot ramps have proven to be satisfactory at low use facilities.

Ramps placed in flowing rivers should enter the river at an angle downstream to reduce the sideward push on the boat as it is being placed on or constructoon the trailer. Also, a ramp placed at an angle usually accumulates less silt after a period of high water. If a cut bkat the river bank must be made, lay the slopes back as much as possible to reduce the amount of still water trapped in the cut during flooding, thus reducing the amount of silt deposited on the ramp.

Provide stabilized ditches down each side of the ramp to handle runoff during heavy rains. If a pier is needed to assist with launching and retrieving boats, paying privafe attention to the small details of pier design can save a lot of headaches and maintenance costs.

Though piers can be made of materials other than wood, only wood will be discussed. Remember that a design that uses standard lengths of lumber rammp be more economical.

Piers can be either floating or fixed. Our experience with floating docks is that they are hard to keep in place unless pilings are provided along the sides for the pier to ride up and.

Metal barrels should not be used for flotation. Plastic encapsulated foam floats are a good choice when flotation is needed. Note: This sounds good but is not practical, in clay or silt soils it will also result in an unstable piling. Ice damage must be considered on all ramps in Virginia. Ice flowing in rivers and on tides can be especially destructive. If moving ice is expected, the strength of materials must be greater and the design strengthened.

Piers can damage boats, and boats can damage piers. All donstruction heads and nails that might come in contact with boats should be recessed. Rubrails might be needed to constructipn boats from catching under the pier.

The safety of the boaters must be considered consteuction the pier design. Decking should overlap the outside stringers by no more than two inches to help keep the decking from flipping up in the event it comes loose and someone steps on the end.

Many boaters have taken quick trips into the water or their boats from stepping on loose boards when the decking significantly overlapped the outside stringer. Where the water surface will fluctuate significantly, ladders private boat ramp construction zone be installed to assist boaters in boarding boats during periods of low water levels.

One accessory that is nice on a pier is a curb. The curb provides a good hand hold while climbing in and out of boats, is an excellent place to tie a boat to the pier, and serves as a kickplate to help keep equipment from being knocked off the pier. If cleats are still desirable, they can be placed on top of a curb to reduce the possibility of someone tripping over.

There exist a number of ways to construct a concrete boat ramp on the site. Pre-cast concrete slabs suitable construciton use as a ramp are also available.

The diversity narrows on methods of constructing piers, and is mostly limited to how the pilings are installed. Although concrete can be mixed for placing pouring through water, quality control usually suffers and the final results are poor.

This method is typically not allowed by permitting agencies and will not be discussed in this article. The best way to raml the underwater section of a ramp is to cofferdam the ramp area, pump out the water, place pour and finish the ramp in constructtion dry cast-in-place. Rapm method provides for the best horizontal and vertical control of the slab.

For low use ramps, a less expensive method Push Method is to form and pour the ramp on a thin layer of sand or crusher run, allow to cure, then push it into the water with a track machine. If the ramp is poured on shore, it should be on approximately the same slope as your proposed underwater slope to prevent the slab from breaking on a grade change.

Concrete slabs that are moved into place must be small. A six-inch Private Boat Ramp Construction 40 concrete slab 12 feet wide and 20 feet long weighs about construcgion 9 tons. Usually slabs longer than 20 feet are required to reach the appropriate depth.

A private boat ramp construction zone slab 16 feet wide and 30 feet long weighs about eighteen 18 tons and can usually be pushed with a D-5 bulldozer while still maintaining privatte control. Lifting and setting pre-cast concrete slabs on a prepared subgrade with a crane is a third method with which the DGIF has had success.

Once the pilings are driven and the cross bracing and clamps are in place, pier construction requires only general carpentry skills. However, a great deal of caution should be used as well as the method used to drive the piling. Wood piling should never be used in conditions where the private boat ramp construction zone will have to be driven through solid or fractured rock or rock fill material. Pilings are classified as either friction or bearing piles.

Friction piles develop the strength they need from the friction private boat ramp construction zone between the outside surface private boat ramp construction zone the piling and the surrounding soil.

Main points:

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Andrews Lake, Walter F. Construction and maintenance of floating and fixed structures. Construction and maintenance of non-commercial piers, docks, wharves, boat shelters, boat houses, hoists, gazebos, sun decks, marine railways, stairways, and walkways. Authorizes Tennesee Valley Authority to verify permit conditions at their lakes.

Typical activities include construction of boat ramps, parking areas, access roads, fishing piers, docks both fixed and floating and associated facilities. Walla Walla. Alternatives Analysis. Drawing Guidance. Application Information Checklist. Application Information Sourcebook. Application Information. Sample Application. Jurisdiction Field Guide. Jurisdiction Delineation. Permit Process Red Book. Placer Mining. Cultural Resources.

Ephemeral Streams. Endangered Species. Soil Erosion and Sediment Control. Fayetteville Shale. Mining Information. Mountaintop Mining Information. Post-Flood Permitting.

Dredging Application. Flood Repair and Recovery. Regulatory Regulatory Information. Regulatory Guidance Letters. Forms and Documents. Type of General Permit. Expiration Date. Geographic Scope. Municipality of Anchorage in wetlands identified in the Anchorage Wetlands Management Plan and certain undesignated wetlands. Bank stabilization with onsite materials, minor channel realignments and removal of recently-formed gravel bars.

Structures and work in waters to remediate damages as a result of a major storm event. RGP must be activated for a specified timeframe and area by the District Commander. Roadway Improvements to include shoulder improvements, addition to bike lanes, sidewalks or multi-use paths, etc.

Shore protection, Boat ramps, Beach construction, and Filling of boat slips in Indiana. Construction of pile-supported single family, multi-family, and single piers used at lodging facilities. All navigable waters in the Galveston District, excluding waters in Louisiana. Mechanical dredging of no more than cubic yards within Lake Livingston. Installation, operation, and maintenance of structures and equipment necessary for oil and gas drilling, production, and transportation activities.

In all bays and estuaries in the Galveston District along the Texas Coast. Construction, maintenance, and repair of artificial reefs as part of work conducted by the TPWD. Gulf of Mexico within the Galveston District Area of Responsibility, excluding Louisiana waters, in water depths of meters or less. Authorizes oil and gas development within a portion of the High Island Oil Field. Associated with discrete events triggering the issuance of an emergency declaration by the Governor of West Virginia.

Seminole Tribe of Florida-Brighton: discharge of fill material on the Brighton Seminole Indian Reservation BSIR for the following minor activities: single family home sites, utility lines, recreational facilities, boating, agricultural use, commercial use, government facilities, water control activities, ditch maintenance, and road construction. Live Rock and Marine Bivalve Aquaculture: to deposit materials for the purpose of live rock and marine bivalve aquaculture as well as related activities such as seeding, rearing, cultivating, transplanting, and harvesting activities in navigable waters of the United States within the jurisdiction of the State of Florida i.

Aerial Tansmission Lines in Florida: general authority is hereby given for activities required for the installation, construction, maintenance, replacement, and repair of aerial transmission and distribution lines over all waters of the United States WoUS in the State of Florida.

Subaqueous Utility and Transmission Lines in Florida: authority given for activities required for the installation, construction, maintenance, replacement, and repair of subaqueous utility and transmission lines; and, the outfall and intake structures associated with utility lines in all waters of the United States in the State of Florida.

Private Multi-Family Piers, Government Piers, or Commercial Piers in Florida: authority given to construct private multi-family piers, government piers or commercial piers less than 1, square feet in surface area in navigable waters of the United States within the State of Florida. Residential, Commercial, and Institutional Developments in Northeast Florida: authorizes discharge of fill material for activities required for the construction or expansion of residential, commercial, or institutional building foundations and building pads and attendant features including the filling of roadside ditches that are necessary for the use and maintenance of the structures.

Johns, and Volusia Counties, Florida. Florida Inland Navigation District: authorizes maintenance dredging to navigable channels to maintain congressionally authorized permitted dimensions. Residential, Commercial, Recreational and Institutional Fill in the West Bay Watershed of Bay County, Florida: authorizes the discharge of fill and dredged material into non-tidal waters of the United States, including wetlands, for residential, commercial, recreational and institutional development in portions of the West Bay watershed of Bay County.

Authorizes the state agencies of Florida to issue verification concurrently with their Private Boat Ramp Construction Llc other state authorizations without requirement of a Corps permit. Private Boat Docks. Abandoned Mined Land Reclamation Projects. Sand and Gravel Excavation Activities. Shoreline Development Activities.

Maintenance of Man-Made Lakes and Ponds. Invasive Private Boat Ramp Construction 76 non-native vegetation removal projects for the general purpose of habitat recovery allowable when there is a dual benefit to flood risk management.

Authorizes all County, local city and town, and Tribal government entities within Pima County to conduct various maintenance and bank stabilization activities. Orange County Dept. Exploration for and subsequent production of hyrdrocarbons: Authorizes the discharge of dredged or fill material into some waters of the US associated with the construction and operation of exploration and production wells for oil and gas and their supporting fills and structures.

Memphis eastern and Little Rock District central and western portions of Arkansas. Eastern third of Mississippi from the Alabama state line west to the Pearl River watershed.

Connecticut General Permit for minor activities in the State of Connecticut. Massachusetts General Permit for minor activities in the State of Masachusetts. Authorizes activities that result in minimal adverse impacts within the boundaries of the Louisiana Coastal Zone in the New Orleans District.

Time Extension and Modification for the Installation and Maintenance of Private Use Camps and Associated Structures: Authorizes construction of camp buildings and associated structures used for noncommercial and nonprofit purposes in navigable waters of the United States.

Are you a real estate agent? We have special resources designed to help you navigate the Section 26a permitting process before any transaction takes place. Go to our sellers and buyers page. If your project has commercial, industrial or recreational aspects, you will also need a 26a permit before you begin shoreline construction. To start the application process, contact the Public Lands Information Center at or plic tva.

Floating cabins that existed prior to December 16, , may remain if they meet health, safety, and environmental standards developed by TVA, apply and receive a permit, and pay required fees. Read the rules here. For more information or clarification, email us at plic tva. Concrete Boat Ramps Existing cracked and non-functional boat ramp?

Comercial and residential concrete boat ramps. Boat Ramps are a great way for communities and residential properties to unload their vessels but they have to be prepped correctly, with accurate slopes and professional concrete finish.

For boatramp building Bayshore builds a coffer dam to block the water and create a dry space to prep. Preparation begins with a good base. The ramp is graded for proper slope and then layers of stone create the base.

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