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2012-01059 - septic
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2380 Devin Lane - 03-117-23-22-0013
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2012-01059 - septic
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Last modified
8/22/2023 4:34:35 PM
Creation date
6/28/2016 3:52:34 PM
Metadata
Fields
Template:
x Address Old
House Number
2380
Street Name
Devin
Street Type
Lane
Address
2380 Devin La
Document Type
Septic
PIN
0311723220013
Supplemental fields
ProcessedPID
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1V/1V/GU1G RGU VO: 1G rHA OlLy4LS1L4 UUUGLAa JUKC�IV YK1NT l£/JUU3 <br /> Rex Blauer repoR cont; pg-2 <br /> The size of At-Grade system need for a 3-bedroom home would be the following size; <br /> Sizing factors; Daily Water Use;--450 gal/day <br /> Perc. Rate-- 16.5 min/in( Loam Soil range 16-30 min/in. ) <br /> Land slope—b % <br /> Overall Size; 21.5 ft.by 91 ft long Rock bed 10 ft. wide by 75 ft. long <br /> However due to the available land area we would have to use 2 rock beds <br /> that are 10 ft,wide by 37.5 ft. long each <br /> The total area needed for the At-Grade System would be32 ft. wide (North end) <br /> and 41.5 wide ( south end ) and 54 ft, long <br /> * The reason for the difference in widths from the north end to the south end is to <br /> maintain that the rock beds are level from end to end and fit the natural land contour. <br /> Amount of material needed; Rack-20 yds yds. 28 tons. ( Average depth-9 inches) <br /> Sandy Loam---45 yds. (" "– 6 inches) <br /> Topsoil–b0 yds. (" "–6 inches) <br /> The above amounts could vary by f 0%plus or minus. <br /> This AT-Grade system must be pressurized;therefore a pump and a pump is needed; <br /> Size of pump tank; 1-1000 gallon sealed tank ��a K <br /> Pumping Rate; --- 122 gal/cycle (4 cycles/day) <br /> Size of pump; 30 g.p.m. (must overcorne at least 9,0 ft. of head pressure) <br /> - This is base on'/<inch perforated holes that are spaced 3 ft. apart. <br /> Use 2-2 inch perforated pipe for ine manifold and this pipe should be installed on the top <br /> edge of the rock bed or I ft. from the upper edge of the rock and then a 10 ft.downslope <br /> of rock be installed from the pipe focation. <br /> The two rock beds are at different elevation ,therefore a Gate Valve must be installed <br /> between the upper rock bed and the lower rock and the pressure must be adjusted so the <br /> same squirt height is maintain in both manifold pipe <br /> Clean-outs must be located on the end of each 2-inch �ateral pipes <br /> An a3arm system must be installed in the house to indicate pump failure <br /> This must be both a sound and a light alarm system. <br /> There are 2-1000 gallon septic tanks that already installed and they were determine to be <br /> sealed tank and the baffles are in good shape <br /> See the enciosed tank integrity report for the detaits. <br /> These tank should be pumped out every 3 years ( City of Orono Codes) <br /> If this system is not instalied this fall,then it should be roped off to prevent construction <br /> traf�ic from compacting the soils, which will ruin the site, this will not have to be done if <br /> the system is installed immediately.. <br /> � '~`'�9 � Site Evaluator <br /> ��—- - �-�-�" - "�Rotrtrt•`R. Koch M.P.C.A. # 193l1429 <br /> �....d.._..�._.,....,.,,...•� _ . _ <br /> �,.�,,, �t�;�wi�� : � � �� ,,` � . <br /> .s�:���4 Y'r,� (J��5+.,1,Y� ��'�CJ�� � .. `' . . :� <br /> . > <br /> ,rx,. . .�t��#1L ,Bud7c,, ., •.;�. ..3�: �. a t `� ' ' <br /> ; - y <br /> ,. � ;f„� S�:� «�!t V 4,x.�...r'i_,.r.,,,M <br /> ..•.uil7f Zt�it S.ic&--. .�,r:a s- �� . _ .. ...�_ �,...n <br /> .kc�.. ....... .,•.����Nii4Y:t-nN'• . , � . t . . . . . .. . .. _ �. .-- <br /> ., ,-t ,1M ..�l,.i�t,�. . <br />
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