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10/21/2010 CONSERVATION COMMISSION Minutes
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10/21/2010 CONSERVATION COMMISSION Minutes
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Mashpee_Meeting Documents
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CONSERVATION COMMISSION
Meeting Document Type
Minutes
Meeting Date
10/21/2010
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should be part of the commission's approach of leniency to give him ars opportunity to explain. The <br /> Agent states that there is no reason for continuance, though, or making a determination of the <br /> project as his recommendation would be to deny the application as it should have been removed <br /> months ago and now should be removed immediately. There has been no request for a warier of <br /> requirement or demonstration of compelling need for.the deck. Based on those two criteria's, a <br /> denial should be in order. Nor. Sweet asks who wiil remove the deck as there has been no response <br /> from the owner up to this point so why would he respond now. <br /> Motion made, seconded and unanimously carried to dery the Notice of Intent for the construction of a <br /> wooden patio. <br /> Motion made, seconded and unanimously carried to impose a $25,000 fine with an agreement that Mr. <br /> Fields will have 30 days to come forward before the Commission to explain the situation of the patio. <br /> 7:24 Lewis Rubin in S 3-2629 Tide Run) Install vinyl retaining wall and restore coastal bank <br /> with native plantings - NOI <br /> Resource Area: Coastal Bank <br /> Jack Vaccaro from Vaccaro Environmental Consulting is the representative for t,he.homeowner and <br /> explains that this is a unique circumstance where the owners have been experiencing a little <br /> damage to the pool apron. The patio edge is starting to erode because the surface run oft=is <br /> towards the coastal bank which is very close to the apron. They would like to install some vinyl <br /> sheathing retaining wall along the pool edge to shore up that area of the property. The retaining <br /> wall edge will encroach upon the coastal bank for a length of about 55 sq.ft. It is greater than the <br /> 1 slop so it is a situation where the bank extends up above the 100 year flood plane to the point <br /> where the slope becomes less than :1 and is-basically at the edge of the existing plantings at the <br /> pool's edge. In addition to the retaining wall, they are also proposing to install.some plantings along <br /> the downward slope side of the wall. Mr. Vaccaro feels that by stabilizing the slope, it will help <br /> enhance the values of the wetland areas and coastal bank, <br /> Agent McManus has been to the site a few times and feels there is no question that the patio area <br /> is in jeopardy of further dame a due to the to of the coastal bark. The A ent mentions for <br /> g p <br /> clarification that 310 CMR 10.3 which is the state statute of coastal banks where coastal bans <br /> performance is essential for a sediment source storm damage protection while supplying sediment <br /> to coastal beaches and that coastal dunes shall not be armored or revetted in any way. This <br /> coastal bank does not meet that performance standard and it is not a sediment source therefore <br /> this condition does not apply and a retaining gall can be place on this coastal bark and still be in <br /> compliance with DEP's regulations as well as MashpeeIs regulations. Mr. Vaccaro would like to <br /> point out'that ( lark BurtisWith Little Harbor will be contracted to do the work and he Inas indicated <br /> that he can install the gall by hand without any construction equipment. Mr. Cross asks why not <br /> use tie backs and Mr. Vaccaro explains that the height of the wall and the amount of material it is <br /> holding back, according-to the opinion of the installer, is not necessary. Also, IIIb. Vaccaro states <br /> that because of the pool, they would not be able to tie it back effectively. <br /> John Slavinski from Cape & Islands Engineering explains that the problem is not the surface, it is <br /> below. He says that they are actually creating a darn which will stop the soil from traversing down <br /> the slope, Mr. Gurnee asks about weepholes and Mr. Slavinsl i replies that there are none but the <br /> vinyl is installed it individual pieces so water will seep through between each panel. He states that <br /> they are only fiIli n up to 10 yards of fill behind the gall. Agent McManus states that the bank is <br /> being fortified with the backfill and plantings. <br /> Motion made, seconded and unanimously carried to Close and Issue <br />
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