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1992-07-22 Soil Percolation Test Report
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Bayside Road - (AKA: Co. Rd. 84)
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4485 Bayside Road - 06-117-23-21-0003
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Septic
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1992-07-22 Soil Percolation Test Report
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Last modified
8/22/2023 5:24:21 PM
Creation date
3/7/2023 10:03:15 AM
Metadata
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Template:
x Address Old
House Number
4485
Street Name
Bayside
Street Type
Road
Address
4485 Bayside Rd
Document Type
Septic
PIN
0611723210003
Supplemental fields
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Updated
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A. Drlrrmho pwrrp apachr. <br />Garlly Dktribntloe <br />t. M1nintum arRpsted it Goo Room per hoar (10 wwW to ally shod of <br />Math use rite. <br />�. Maximum for dribs y►10 a drop boos d s honr�e "I"M b 2� <br />8+t1ow pw twwtr (41 ern) to prnertt p of prewum in drop box. <br />Tretsyss Dktrtbtldm <br />s... frCtClt W0161.0 paeforand l mnk - <br />c. Subtract 2 fL Mom the rvdt b)w loth. <br />� • 2 fL ft. <br />d. Detwrtltlnt Ow rnitnber of apse m between pedmat <br />PPOM <br />� _.!��__ sPuces + 1 ' ..1i_. perforations/1+te+at <br />f. Muldpty pefixodw per bleat by aunlbal 9f Iaterah a <br />lobi nurttt l of PIM trxattion�a. <br />t o x +�+s -�� perf v tion <br />g. <br />InuC PUMP CAFACI I V <br />S. Dties line head mquhtatesbe <br />1. Mewedon dirkrence between pump and point of disdarge. <br />./6_ feet <br />2. if pumping too prewwv distribution system, dd Aa kart for preswre <br />rqubwd at mmilfow <br />_\,r"_ fett <br />3. Friction loss <br />L Enter Mcdon km tatft with Wn and pipedianwetn. <br />Rmd hktian loan to feet per 100 kit from tabie. <br />Ma 1 -fa h/100 R ofpipe <br />b. DeWmlrts total pipe kt+dth hwn pump to dfKtwp <br />point. Add 25 prtolM to pip tenath for fitting <br />bser cruse a Mdrg Moss do". EBquivakM pipe <br />krrath -125 times pipe length' <br />- 11. o x 1.25 a -16;�� klet <br />c. GkWate total f-ktloet ions by multiplying <br />frktlon lona 1n ft/100 ft by equivaknt pipe krWIL <br />Total friction loom /, b x a __'rte_ tilt <br />4. Tool Mad rsquirrd Is the sum of elevation dlfkrtmM <br />special had requirerrwnm, and total friction Ions. <br />It- + --_67--- + -- 3 <br />t1) (2) (30 <br />TOTAL NEAR <br />ve roewa m lir . ptv waa LA"ML <br />TOWN <br />►' r� a.r w. <br />rrrai�l <br />�;, caro cam caw � <br />TllMar■11MMI MMOWAM OM <br />liras 1tirlwatrra rtw.r tiillsel <br />10 <br />069 <br />020 <br />tb <br />s3j <br />on <br />is <br />ew <br />ass <br />is <br />oa1 <br />IM <br />23 <br />sly <br />1.17 <br />±uo <br />an <br />1! <br />N <br />IV <br />toll <br />sD <br />134 <br />I 1AS <br />aU111Abr dbmdbnldrtil <br />wre as twr.l 1.r aa.r.r <br />G pump selection <br />1. A pump must be adeeted to deliver at least _„ �L Spm (Step A) <br />with at least _24_ feet of total head (Step B). <br />PIP LMO <br />IAe.Wo Ottflaesse <br />YS <br />R 11b <br />13" Mock "INA <br />am wanknP. wadrtr. <br />10 <br />069 <br />020 <br />12 <br />0.96 <br />021 <br />14 <br />1.21 <br />031 <br />is <br />tA3 <br />0.48 <br />2M <br />000 <br />m <br />247 <br />0M <br />Ull <br />23 <br />L73 <br />1.11 <br />8.14 <br />30_ <br />3 j1 <br />1.33 <br />om <br />3S <br />1. <br />'2.06 <br />0.30 <br />40 <br />11.07 <br />to <br />t.2! <br />45 <br />14.71 <br />3.26 <br />0.41 <br />� <br />s.� <br />tasl <br />sS <br />4.76 <br />0.70 <br />60 <br />5.60 <br />0.92 <br />.-I <br />
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