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1992-004740 - septic system
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Old Crystal Bay Road North
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0245 Old Crystal Bay Road North - 33-118-23-31-0012
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1992-004740 - septic system
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Last modified
8/22/2023 4:49:21 PM
Creation date
3/7/2018 10:41:34 AM
Metadata
Fields
Template:
x Address Old
House Number
245
Street Name
Old Crystal Bay
Street Type
Road
Street Direction
North
Address
245 Old Crystal Bay Road North
Document Type
Septic
PIN
3311823310012
Supplemental fields
ProcessedPID
Updated
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SET- BACKS <br /> HOUSE System must be: <br /> • <br /> Tank 202 from property lines <br /> .2V from welts <br /> �: �..i�-�..._i'�Y��. �•y� ��' from b:dcs. <br /> Iya,; Treatment area ='fran Jokes,='streams<o - Treatment area L02 from property lines NOTE:Pow supply orad ut ide must be totaled in o <br /> weather proof enclosure outside <br /> the pumping chamber and monhole <br /> MA�Nc�s •, � ►�." from wells <br /> — from Bldgs. . <br /> r -1 [ 'from trees � �11 SOIL. BORING. ELEVATIONS <br /> r <br /> a�min. t - t . '.TH. I EL.-'-.-i -:114 � - g 3- <br /> •,dia.sl I ; e TH�2 EL:-R�. S S 0") (e- <br /> Tank go r - - grade�_/o <br /> - - TankTH. 3 EL: •� <br /> _Drop to Tonk <br /> PRESSURE DISTRIBUTION MOUND SYSTEM TH74 EL- y <br /> Min. l"to 8' TH'S E <br /> �6 A`.Loc�J Chamber L:-g LJ <br /> Pumpin ELEVATION of PROPOSED PIMPING <br /> - �N� . . CHAMBER-..92:�.+�v�� <br /> 4'to 6"dia.pine � .. . .. _ .. . . 'oP y"--'-1V"1 <br /> SYSTEM DESIGN -MOUND <br /> TYPE--,"V-, y BED4MIA , Ave?oge percolation rate.L--.5 minJinch (design.83 sq.ft treatment area per gal. of daily sewage flow) <br /> gol./day x.83sq.ft/gal..��sq.ft,of treatment oreo +10%=; - sq.ft. (=- 10ft.width= ft.length of bed area+side slope run 3-to I x 3 height= y'- �_fi.x .#t.lowri•area needed) <br /> Clean rock needed- sy7 sq'-ft.treatment area x �•o depth al'rock=shy cu.fi=27= ) cu.yds(3/4'to 21/2'dia. ,k&des 2'of rock above pipe) - , <br /> ' Clean sand fill below rock needed J��a.yds. approx. , sandy loam backfill 2-S cu.yds.opprox., topsoil 6" 21-Gu.yd. O <br /> (�S-L -r �1�. SCO av'0. 'J.o'ic -Co -t'OeSoyL�rwTr .►R�g�-���a�SS�..3r�/- Gu Ko '�c yc.� <br /> Number of tanks rectuired 2 , Ist lank/000 gal. ,2nd lanklf._00 got.minrrxms PL U s t'►am Q,r t �!7 iA•r w�K- <br /> Pumping chamber capacity- 25`/0 of daily sewage flow of deo got.= 1 gal+reserve storage of 1509r��/Bl��`?o gal.+pipebock#6iMe- PROPERTY OF:`001^ <br /> ofJ`f gal./IOOlin.ftof Z dia. supply Pipe, linft.needed 9'0 , 1_gal.4manifold Iygal./1001hftof a"dia.pipe,Craftneeded ` ,'_gal. Lt_A\V--_ hoz <br /> total capacity needed r)(-! 1. plus area for Ino D g p. nit^a ir`. t�is 1-} u+1 • Gb- <br /> P�Y gal.( Pump) 1.►Sr� rn•r, n a1.c�. - <br /> r Distribution pipe `dia., ►�� ihft, ! L 4dio. perforations.12apart <br /> Pump sizef-bhp. (pumpobte capacity 1 Lgot.4cycles/day) us,r_z )� ' ��p �¢ `����- -��-'�-t�'G `aO $—P TES T11 INC. <br /> Notes When constructing bed r- , this area should be shaped Note: Distance from treatment area to neighboring welts- DeSi ned 8 � ^'� 141 <br /> to divert run-off from enterin treatment area. g y. PH. 612-497-3566 <br /> g 1��ft - -' . <br /> ate /� <br />
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