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10/15/1987 CONSERVATION COMMISSION Minutes
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10/15/1987 CONSERVATION COMMISSION Minutes
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Mashpee_Meeting Documents
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CONSERVATION COMMISSION
Meeting Document Type
Minutes
Meeting Date
10/15/1987
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Conservation Commission <br /> Meeting of October 15, 1987 <br /> age, . <br /> The area of concern is from near <br /> ly the main entrance of Willow Bend <br /> uP to the new pedestrian culvert. This s the <br /> who u ,��r and is � sewer ane f <br /> the <br /> going g ttreatmentan r - <br /> road. will l be built within the layout <br /> The work limit is the of �nau sset Road. <br /> layout of the road and ailtat - <br /> - �� paced ion the ed ion barrier <br /> edge of the wetland and the sta,tion <br /> barrir at the pedestrian culvert <br /> ane - will staff n place. e sewer <br /> gr av ty feed; -the water i ine just'u uped. ter l , below most level � w� i <br /> and s placement the lines they will - be backfilled <br /> tabili ed �edlatel The 1 * �� <br /> Pedestrian culvert will be put in where the <br /> going but will not be back i <br /> culvert ire place� doth � lied until the <br /> water line and ewer l ine need t <br /> low Quinaqui et road because o go be- <br /> with concrete ca of fr se4 ing, They *l 1 be reinforced <br /> There is a little rip rap on the end of the culvert at Quaker <br /> and it will go under there. They will t in un <br /> will dewter that section a steel box axed they <br /> during the placement ge rateri <br /> glace by � out b� hose� ng will take <br /> e � cb of the abandoned cranberry ' <br /> bog is going to be part of the <br /> eoavat;on, <br /> The culvert is concrete with a st <br /> one base. . <br /> Nor s. erriday stated the cm <br /> � son would grant to make .stere that the <br /> integrity of the culvert is � .. <br /> st'll there if working under, <br /> Ms anghse stated the second part the et � the water <br /> Bryant's Cove load. 'there a er <br /> 1feet wide on the how gravel wad that exists, 8 <br /> willbe used� lower section of the bog, t �. staked <br /> ed for pedestrian p: ssa a which That <br /> water line from one g � be kept open <br /> cul d e sac s being brow ht do <br /> I and between the salt rear and g � to spit o f <br /> line ,ill be . a neighboring property. the Ovate <br /> feet deep in the center f ther <br /> Pipe feet down r backfilled � ra�� a trench, gravel � <br /> backfilled � �th hardener on top. I t' i <br /> a soon as they lav, .the ll e <br /> on the site n can be pe. Wetlands have been narked <br /> protected with a siltation fence. The <br /> no unnecessary filling, .- 'h 'hardener re � <br /> r�er �s a gr aei stone dust mi <br /> Where being no questions or <br /> comments, at the .request of the applicant <br /> the hearing was CONTINUED 29� 197 at. :�5 n�N <br /> THE PENDING <br /> 8 : 30 .I i c e S. Kme s r (Braman" <br /> aman Engineering) o construct <br /> a � f t, umber and �na�. � <br /> timber iar�d�. pier, . 4 � f timber Tee, two � �� <br /> landings , ft timber landing an ft• <br /> wads at ca a Rd � f wide timber -stair.ysg. The zigzag <br /> }+ } y y minimize d. oug as Cameron presentin <br /> are des ed ty Potential erosion beneath* the riser <br /> a low sunlight <br /> penetration, , minimum <br /> above at ��Lfeet <br /> a sh has been maintained.. The e <br /> not affect the eel amassa t the end does <br /> . <br /> Nis Hanscom Pointed out ars area at the second turn f the stairs <br /> e there � large n <br /> removed ,, g pine three which would have-' to <br /> be <br />
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