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What are the extraordinary circumstances that called for GMD to accept the house pad to be placed at 6.51 ft, nearly 2 ft above existing ground level, when LDC 4.03.05.B sets a maximum of 5.37 ft? What are the extraordinary circumstances that called for GMD to accept 1:1 side slopes of the fill pad when LDC 4.03.05.B calls for slopes no steeper than 4:1? Slopes from the side drainfields to the property lines will be 1:1, not 2:1. Where is it shown that the site has sufficient water quality retention and water quantity attenuation on site to prevent the shedding of excess runoff onto neighboring properties and showing that flood plain compensation has been achieved as required by LDC 4.03.05.B.2? Please provide the documentation to support sand set pavers as pervious, allowing GMD to accept 1000SF of driveway and 1300SF of pool deck as pervious. Please explain how GMD accepts the pool deck as pervious yet in meeting on July 15, 2014, Jonathan Walsh, in response to our question of what was the input to the retention area; i.e., what water would flow into the retention area since the 5/29/14 drainage plan showed what seemed to be a closed system with no inputs or outputs, stated that the excess of 1123SF of roofed area was mitigated by the water running off the roof, onto the pool deck, and into the retention area. How can sand set pavers be both pervious and impervious? In the July 15, 2014 meeting, Mr Walsh also stated that the sole intent of the retention area is to handle the runoff from the 1123SF of excess roof area. What happens to all other runoff? Paver Driveway Section: What is the grade of material filling the joints? What is the grade of material comprising the leveling layer? How will the pool deck sand set pavers be constructed? Per LDC 3.07.02.A, how are the 150% of the water quality volumetric requirements of the SFWMD Basis of Review for Environmental Resource Permit Applications and the County's minimum requirement of 1.5 inches met? Per LDC 3.07.02.E, runoff from a 25-year, 3-day storm must be mitigated, which is 13 inches of rainfall. Where are the calculations and mitigation? How can the county give away its rights to the right-of-way by allowing 80% development of the right-of-way? Where is the gutter and downspout plan per LDC 6.05.01.C? With so much outdoor living space, why is the pool deck with outdoor shower(as identified by Matt McLean in 7/3/14 meeting)permitted to encroach into the side yard setback? 6A What are the tests Jack McKenna will conduct prior to the issuance of a CO to prove that stormwater runoff from a 5-year, 1-day and 25-year, 3-day storm have been mitigated and will not shed onto one or both neighboring properties? How does stormwater runoff get from the sides to the front and rear? How will stormwater runoff get past the raised side drainfields? How will stormwater runoff get over the retention area berm and into the retention area? How will a 2-foot wide, 3-inch deep side swale at 4:1 slope direct stormwater runoff from a 5- year, 1-day and 25-year, 3-day storm and prevent shedding onto the neighboring properties? How will stormwater be directed down the driveway forward and not over the sides onto one or both neighboring properties? How and what water will enter the retention area? How much fill will be brought in? What is the final grading plan? Slope Table 4.06.05.) states that rip-rap is a form of erosion and scour protection, permitted only in concentrated, rapid flow water management areas. Is GMD acknowledging that there will be rapid flow water as a result of the overdevelopment of this property? Why is the rip-rapped berm, shown in LDC 4.06.05.J as Figure 1 the appropriate choice over Figures 2 or 3? How can the berm of the retention area encroach into the side yard setbacks, further impeding stormwater flow between properties? The perimeter berm drawings in LDC 4.06.05.J show a 5-10 ft flat top of berm that is planted. The subject berm does not. Why not? Per LDC 4.06.05.N.1.A, the shape of a retention area should be curvilinear and natural. An exception is permitted if part of the architectural building design. This was not. This was an add- on when it was determined that the Lot Coverage form was erroneous. Why is the current design accepted? LDC 6.05.01.D states that rear yard open retention systems shall not be designed to achieve water quality retention on projects submitted after January 1, 2002. Why is this retention area permitted? LDC 6.05.01.D states that all retention systems for projects designed after January 1, 2002, shall be on common property owned and maintained by a homeowners' association or similar entity. Why is this retention area permitted when no controls are being put in place to ensure the continued maintenance of the area? If a private party is not expected to have and maintain a retention area in a new development, why is there an expectation that a private party will have and maintain a retention area in a redevelopment? 6A Background While there are several ways to make vehicular and pedestrian pavement permeable, the three Permeable The past century has seen a tremendous growth primary technologies are porous asphalt, pervi- pavement is of pavements for vehicular traffic. These impervi- ous concrete and permeable interlocking concrete ous surfaces created significant environmental pavement (PICP). Figure 2 provides typical cross becoming a and economic impacts such as stream bank sections. This brochure offers stormwater agen- major tool erosion, flooding and polluted streams, lakes, cies, design professionals, contractors and home- rivers and estuaries. Fortunately, on-site storm- owners an overview of each and presents the for on-site water management is a priority in site design, advantages of PICP over the alternatives. stormwater rather than only collecting it off-site in detention/ retention ponds and storm sewers. Infiltration via PICP has been used in Germany and elsewhere in management. p Europe since the late 1980s and in North America permeable pavement is rising as a major tool for on-site stormwater management. since 1992. Pervious concrete pavement was first used in Florida in the early 1970s and porous The National Pollutant Discharge Elimination asphalt emerged at the same time. Each of the System in the U.S. for permitting stormwater dis- spaveme4 systems has been used in a variety of charges recognizes the viability of using permeable soils and climates. pavement as a best management practice(BMP) for stormwater control. Permeable pavements are All permeable pavements have high initial surface recognized as a BMP by the U.S. Environmental infiltration rates and all can immediately infiltrate Protection Agency and many provincial,state and and store rainfall and runoff from the heaviest of local stormwater management agencies. In ad rainstorms. In many cases, runoff is completely dition,rating systems for"green"or sustainable eliminated. Permeable pavements rely on the abil- building such as Leadership in Energy and Envi- ity of open graded aggregate in their surfaces and ronmental Design (LEED®)and GreenGlobes offer base to receive, store and infiltrate runoff back credit to site designs that use permeable pavement. into the soil beneath. Pavements with smaller Moreover,permeable pavement has become a cor sized open-graded aggregate surfaces support nerstone of low impact development(LID)design wheel loads while larger aggregate provides a and regulations. An LID goal is to maintain and base reservoir that filters stormwater. enhance the predevelopment hydrologic regime of Research has demonstrated the ability of all per- urban and developing watersheds. meable pavements to substantially reduce urban runoff. Over the past 15 years, PICP has been researched extensively in North America and overseas. Studies point to significant runoff reduc- tions, as well as lower suspended solids, nutrients and metals. Reports are available upon request from the Interlocking Concrete Pavement Institute PICP Advantages Pervious concrete and porous asphalt rely on small-sized aggregates bound with asphalt or cement to create a porous matrix that supports vehicular traffic. In contrast, PICP relies on solid, high-strength concrete units to support traffic surrounded by small, highly pervious stone-filled joints to receive and infiltrate stormwater. The stone-filled joints also contribute to interlocking Figure 1. On-site infiltration practices such as permeable pavement and spreading wheel loads. Figure 3 illustrates are emerging as preferred stormwater management solutions to off-site PICP construction. The table on pages 4 and 5 controls such as detention(shown above)and retention ponds that summarizes similarities and differences among consume valuable land. PICP can reduce or eliminate these facilities. these pavement surfaces. 6 A Depending on the paving unit design and pattern, Typ.No.8 aggregate in openings PICP joints can vary between 1/8 and 1/2 in. (3 and PICP Curb/edge restraint with 13 mm). Small-sized aggregate in the joints that 1 cut-outs for overflow drainage allow water to pass through it can be somewhat Concrete pavers min. deceptive. While PICP has less visible perme- i ,, 1. ''''i'1' 3 Vs in.(80 mm)thick able surface area than porous asphalt or pervious «."'t°:a p '•,- .74: ,, Bedding course 11/2 to 2 in 4 in.(100 mm) *":°*%; . US (40 to 50 mm)thick concrete, PICP openings still provide high sur- thick No.57 stone 4°!� �?`ti°'•`'••i (typ.No.8 aggregate) face infiltration rates. These rates are well above open-graded base 4 practically all rainfall intensities, making their stone hydrological P erformance equal to or better than subbase -thickness "i other permeable surfaces. The small aggregate varies with design • vi in the joints and bedding also facilitates interlock Optional geotextile III=III=III=III-III-III-III-III=111- and load transfer to neighboring pavers. Unlike on bottom and sides -111=111=III=111=III-III- -111-III standard interlocking pavement, no sand of open-graded base ' g concrete p Soil subgrade is used in PICP joints or bedding since it has vex y low permeability. ��� • • • Pervious Concrete Materials and Construction Porous asphalt and pervious concrete are sup- - ,. x Pervious Concrete Lied in a 'plastic' state and formed on the job '* *• "^r Typ.5 to 8 in (125 to 200 mm) Y a.,:': a�".•. ,i+,:-.- P P j .'., 4.e°.%5.:A., )t.it thick site. This makes them subject to weather. PICP ° ° c° can be installed in freezing weather, however, S porous asphalt and pervious concrete cannot. In .ti, it A: 4:•°' No.57 stone subbase— above-freezing temperatures, plastic asphalt and s . thickness varies with design concrete mixes must be regularly checked by the ° . . contractor for consistency and conformance to Optional geotextile tr;i :• on bottom and sides I11 111 111 111=111 1I I specifications. These materials impose time limits �=111=111=111=1 =111=1 of open-graded base within-which the contractor must work before as- Soil subgrade phalt cools and concrete cures and stiffens. These • time and temperature-constrained materials rely ter,...., on a high degree of site control in order to achieve Porous Asphalt a successful installation. In contrast, PICP units are manufactured in a fac- 3 to s in.stone tory and delivered to the site. They are not subject for overflow drainage Porous asphalt to time and temperature limitations in installation. Typ.3 in.(75 mm)thick PICP paving units should comply with national III=III- ; P g P Y =1I I-III Bedding course product standards (ASTM C 936 or CSA A231.2). I II=I I I 11■ $ i'td.:, ?;:�';...%:t�•:= Typ.2 in.(50 mm)thick =111=111=11i j, :via, @,-•� (Typ.No.57 stone) These product standards require manufacture of III=III=III=1 .4 4.:t..** . • high compressive strength concrete averaging =111=III=III � a subbase g P g g� g III=III=III=111= � subbase-thickness 8,000 psi (55 MPa). Pervious concrete has a typi- =111=III=III=III='.! ••• varies with design III=III=III-E III= .•g cal compressive strength of about 2,500 to 4,000 -111=III=III==III= °• N w *A Optional geotextile 111=111=111=111==111=•`•4'41r-io l• psi (17 to 28 MPa). Unlike pervious concrete and 1=III=III=III=III=III=III=III=111=111=111- on bottom and sides porous asphalt, concrete pavers have freeze-thaw 1111=111=111=111-111=111=111=111=1 =111_1 of open-graded base durability test methods and requirements within Soil subgrade their product standards to help assure adequate field performance in winter conditions. Freeze- thaw durability and higher strength PICP offers Figure 2. Typical PICP, pervious concrete and porous asphalt a more durable surface under wheel loads, snow pavement sections. Surface and base thicknesses vary with plow abrasion and deicing materials. traffic. Slower draining soils generally require thicker bases to store and infiltrate water. All can accommodate perforated drain pipes in the base for low infiltration soils. Continued on p. 6 6 ° '" CAL STONE 1. What are Ca!stone Interlocking Concrete Paving Stones(Pavers)? e- rt �s ! Calstone pavers are individual precast concrete units.They are manufactured with our state of the art paving stone machine located in San Martin California.This specialized manufacturing process ensures an exacting quality controlled environment that produces pavers of higher strength and durability than normal concrete.Per industry specifications,pavers must meet a minimum average compressive strength of 8,000 psi.This can be compared to a range of about 1,500-2,500 psi for Frequently Questions concrete in place concrete. That means a Calstone paver is 3 times stronger than your current concrete driveway or patio. 1. What are Calstone Interlocking Concrete Paving Stones(Pavers)? 2. How do the pavers interlock? 2. How do the pavers interlock? Regardless of which Calstone paver shape, color or laying pattern you choose, they are ALL 3. Can I use these pavers for my interlocking paving stones. The term "interlock" comes from the friction of joint sand between driveway? paver to paver. This interlock provides pavement superiority in a multitude of ways. The pavers distribute traffic loading over a greater surface.The pavers remain flexible and can withstand minor 4. Would it be better to mortar the and major movements of the native soils. Maintenance and repairs (if required) are simplified pavers into place? because no mortar is used in the installation process. 5. What type of sand do I need to use The basic system works like this:The pavers are placed on one inch of bedding sand over a between my pavers? compacted aggregate base.The thickness of the base will vary depending on its application.Pavers 6. What type of sand do I need to use and sand are retained using edge restraints. Commonly used edge restraints include concrete under my pavers? curbing, plastic edge restraints, aluminum edge restraints, and concrete edge bond beams. The pavers are compacted into the bedding sand using a vibratory plate compactor.Sand is then swept 7. Does the water drain through the and compacted into the joints,filling them and creating"interlock". sand around the pavers? Upon completion of this compaction process, the area is ready for immediate use. Unlike asphalt 8. Can I lay pavers over my existing and concrete,no curing time is required for interlocking concrete paving stones. asphalt or concrete? 9. How do I cut the pavers? 3. Can I use these pavers for my driveway? 10. Are Paving Stones Slippery? Yes! Calstone pavers can be used for ANY type of paving project.Throughout the world.Concrete 11. Do I need to seal my Calstone paving stones are used in airports,streets, driveways, industrial yards, pool decks,anywhere you want to use them. However, pavers are only superior if the system underneath them doesn't fail. pavers? This is why we recommend a minimum of 6" - 8" thickness of compacted aggregate base in 12. Will weeds or grass grow in the residential vehicular traffic.If improper materials are used or compaction is not achieved,the base joints? may fail causing the pavers to settle or rut. 13. What is that white stuff on my pavers? 4. Would it be better to mortar the pavers into place? No.Setting the pavers in wet mortar or concrete will eliminate the flexibility and superiority of sand set installation and will prevent interlock.It is recommended that you use course angular sand as the bedding course,and a slightly finer angular sand as the joint sand. 5. What type of sand do I need to use between my pavers? Use a angular washed sand with multi-sized grains (approximately 20 - 30 mesh).This angular sand will bind together during the compaction process.A problem with using very fine sand,even though it will fill the joints easier,it will also wash out easier causing a failure in interlock. 6. What type of sand do I need to use under my pavers? Use a course, hard,angular washed sand.This is commonly called "washed concrete sand".This t type of sand will not deteriorate over time and will drain water well. DO NOT use stone dusts, limestone screenings,loam,rounded or fine sands. 7. Does the water drain through the sand around the pavers? No.pavers and the joints are not permeable.Water will seep into the joint sand gradually,but once the joint is saturated,water will shed off the paver surface just like any other pavement.Slope(or fall) needs to be designed into your paver project for water to run off naturally. A minimum of 1 inch fall every 8 to 12 feet of paving,away from your home,is recommended.This slope should be designed into your base course prior to installing the pavers. 8. Can I lay pavers over my existing asphalt or concrete? In a simple answer, Yes, you can (but under certain criteria). If the condition of the existing pavement is in poor state (major cracks, heaving, settling, potholes, etc.) it may be a better solution to start over and build the base system up properly.Also,do you have enough threshold clearance to accept a 2 3/8"thick paver plus the 1"sand bedding course?(a total of almost 3 1/2") Another consideration is how will you adjoin the pavers to meet other existing pavements?(garage surfaces,sidewalks,etc.) If you find your existing pavement meets these conditions,follow the normal installation methods, with a couple additions: o Add a woven geotextile fabric over the existing pavement and under the sand bedding course. This will protect the sand from migrating into existing/future cracks and failures of the previous pavement. o Use an adequate edge restraint to hold the pavers and sand bedding course(this may require addition construction outside the area of existing pavement). o Remove enough of the existing pavement to allow the pavers to gradually taper down to adjoining surfaces.Also excavate enough material to allow proper thickness and compaction of base material to support anticipated traffic. littp://ivp.depictionsoftware.com/calstone/vFaq.aspx vNistra ® gr Estimators Free Catalog I FAQ I Where to Buy { , 6A CONTACT US 0 Profession ai Cradle'r arutirla � Resources l }° Home Cesign Ideas Pa':erg 1 v+,ales :..ra e. aging .. :c:-_ h 1 -,- - res I _.:sue_ Home> Can you place concrete pavers over an existing concrete patio? Yes you can,in fact your existing concrete slab will be an excellent base,provided it is in good condition.You still need an edge restraint to keep the pavers from spreading or you can mortar a soldier course border of Holland Stone around the perimeter of your existing slab.Then set the main field of pavers on a regular sand bed. What about water drainage off my patio? 1.041Water actually runs off the surface of the pavers as if it were a solid slab,so very little water drains into the sand.It is important to consider slope when planning your 110 patio.A 1 inch drop for every 8 ft.to 12 ft.of runoff should be sufficient. How do I control weeds and grass from coming up in my paver patio and walkways? For the most part,if the pavers were installed properly and a compactor was used on the pavers to lock them into place,you have cut off much of the growing environment.There will still be times when seeds can blow in and start growing in the sand between the cracks.When this happens you can usually pull them out very easily or spray them with a weed killer and then remove them. Do concrete pavers stain? There is no way that we can prevent oil from dripping on concrete pavers but because of the fact that they are more dense than regular poured concrete they will be easier to clean if the stain is cleaned soon after it happens.If you are working around your paver patio,walkway,or driveway with paint,cement,or mortar and should accidentally spill this on your paver surface,you should clean it off right away before it has a chance to dry or it will stain your pavers.If cleaning of stained pavers is not possible,you will be able to remove the pieces that are stained and replace them without needing to sawcut and leave a scar in your paving. How do I replace a paver? One of the benefits of a project built with Pavestone pavers is the ability to replace a paver should it become permanently stained.Simply take a flat head screwdriver and insert it between stones and pry the soiled stone out.If the installation is mature,it may be necessary to break the stone and then pry it out. Should I use a sealer on my pavers? Normally the reason for using a sealer is to prevent the concrete from absorbing to much water and the freeze thaw cycling can crack or spauld(when the top layer of your concrete peals off)your concrete.But Pavestone pavers are manufactured to a high density standard that allows no more than 5 percent water absorption which will prevent the problem with freeze thaw.The only reason for using a sealer on pavers is to deepen the color.If you choose to use a sealer just remember that you will be setting yourself up for maintenance because they will have to be resealed once every one to two years depending on the traffic. Does the water drain through the sand around the pavers? No,the water does not drain through the sand around the pavers.If they are installed properly,you will only get a little bit of seepage for the first few weeks but after eumvph at the sifts and dust in the air will seal that off entirely.So you need to build in a natural slope to your paver project for water run off.Typically it is recommended that you allow for a slope of 1 inch for every 8 to 12 feet of paving away from your home.This should be enough slope to carry the water off naturally. Can I use concrete pavers near a tree?Will it hurt the tree? On an established tree,if you're not raising the soils around the tree by any more than a couple of inches,it shouldn't hurt the tree.Well established trees normally get their water from underground sources.Solid poured concrete can actually suffocate a tree by not letting the roots breath but using concrete pavers allows the transfer of air to the tree.Do not pave over the dripline of a newly planted tree. How hot are concrete pavers if I use them around a pool as a pool deck? Concrete pavers won't be as cool as a cool deck,but it will be the next coolest thing that can be used instead of cool deck.In fact cool deck isn't as cool as it used to be because of the requirement to remove the asbestos used to give it some of its coolness.Concrete pavers,being individual pieces won't build up heat like a solid sheet of concrete and the heat will tend to dissipate between each stone making pavers a cool product to use around a pool.One cool tip is to always use light colors for a pool deck. Can I put concrete pavers over a driveway that is cracked in several places? If the cracks in your driveway have started to drop or heave too much,which means that it doesn't have much reinforcing steel,it is recommended that you break out the old driveway before you lay your pavers.lfyour cracked driveway is still basically flat then you can use it for a base for your pavers.Any minor dips can be filled with concrete mix before screeding your sand.You should mortar set the Holland Stone paver in a soldier course(placing the Holland Stone side-by-side in the mortar) all around your perimeter border.Then screed your 1 inch of sand bed for your field pavers. After your sand bed is screeded you can lay your pavers and compact them into the sand bed.Next you would throw a light layer of sand on the field pavers and compact it one more time to complete the lockup.Once that is complete you should sweep sand into the joints and then sweep off the excess and your job should be complete. How many pieces of Holland Stone does it take to do a square foot of paving? It takes approximately 4.6 pieces of Holland Stone to make a square foot of paving.Each pallet has 480 pieces of Holland Stone on it that should cover about 103 square feet of area.Pavestone has developed a Materials Project Estimator that should help with the calculation process.The calculations for various projects are already figured for you.Many of the popular project sizes have been calculated and are available on this website. How many pieces of DecoraStone'"does it take to do a square foot of paving? It will take approximately 3.5 pieces of DecoraStoneTM Standard for every square foot of paving that you need to do.Each pallet of DecoraStonem Standard has 350 pieces on it and will cover 100 sq.ft.of area.DecoraStoneTM is a unique shape. http://www.pavestone.com/paver-facts/