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septic info including 2002 design
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Old Crystal Bay Road North
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0405 Old Crystal Bay Road North - 33-118-23-24-0007
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septic info including 2002 design
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Last modified
8/22/2023 4:48:10 PM
Creation date
3/7/2018 1:01:58 PM
Metadata
Fields
Template:
x Address Old
House Number
405
Street Name
Old Crystal Bay
Street Type
Road
Street Direction
North
Address
405 Old Crystal Bay Road North
Document Type
Septic
PIN
3311823240007
Supplemental fields
ProcessedPID
Updated
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1�.1,1.►�C I - 'tip.-�9 5 o c��g 1. l �,s-t�.l�y-�10�.4 . �'- 5q,4 <br /> - Cw 3"- <br /> �(!� 11.1L'�5.�?+�V'�F�-t7 •'1 --�'�rt7�1�t7�-1�_.�SQ=.1�3'�S' 't��'Sd�t_ "R �'t✓1\.t_. <br /> At 4 = too w•Kp <br /> La <br /> ILI <br /> SET- BACKS V_jk�)q.LI <br /> HOUSE System must be: <br /> Tank 3� from property fines b WsY-r-o0A o' ?LAP V <br /> � <br /> C from wells — <br /> a0_ from-bldgs. ,-Teov>� v�,5,-l <br /> Treatment area = from lakes, streams <br /> Treatment area -R-2 from property lanes rafr4'— P-F u <br /> �u4uNo�.Es_ 4x:1�"from wells �a '�'� $" <br /> a�KFr� <br /> -J-6 : <br /> from bktgs.='from trees ote:Pager supply and switches must be in a weather SOIL BORING ELEVATIONS <br /> r <br /> «1 _ proof endosure• outsid� a:pumping chamber <br />---- l min.- - <br /> --- <br /> --------- TH. I EL. ala 9�.3 <br /> grt <br /> ; Flpe... TH4`2 EL.�'0 3� LL.,�t�`3�i.3 Grode 3%slope TH�3EL.- `a to Tank s�-rvsTH.4 EL-��--iso-S'tUw1 �. -------------- <br /> Min:l"to 8' k—Pumping 9�•3 <br /> ------------- <br /> Max.f to 4' Chamber a SEEPAGE BED s iz ELEVATION at PROPOSED PUMPING <br /> 4•`to 6��dia.pipe -- - - <br /> Soo ) a CHAMBER-�;z'�.i�o,�w�P °11.0 <br /> . _ g"' ' <br /> SYSTEM DESKV - ►.1 u ti15 - 9 5, <br /> TYPE--,�,3 BEDROOM - Percolation rate_1,6'min./inch (design 3 I-Ll ma rch) .o s a, •)�a <br /> Treatment area required w/Lf of rock filter material--4-K fo =9oosq.ft of trench bottom <br /> Number of tanks required I , Ist tank gal_, 2nd tank-- gal. mi&P ms <br /> lel_ LI+1�rvv� R�J S�rP. SOO�gI.'fPAS}, ' +q� � l0o o <br /> Clean rock_jLcu.yds. (3/4 to 2 &'dio.,includes 2"above pipe) PROPERTY OF:Ga'4-yLlbA V62"Ol'y-1 <br /> Io .1wvl0r= <br /> Pumping chamber capacity= L5% of daily sewage fkner of4gat.= .9aL*Reserve.stoaageal+ Pipe.back drainage—gal.= gal a,p o.� 0. O`,n <br /> +.� "pipe-. Soo!dpj gyp. <br /> ( Reserve storage = '`ga /bedroom=9 nD,gal. + pipe back draa�age�gat./1006n ft.z length of pipe needed app._ft =_gal.) <br /> C <br /> VVVE y`d Pump size 11 Z hp w/mercury float pump controls U Sri 1 y t �S , t s c- 1�Q-i��x'13 a�1�13- <br /> Note'. <br /> _ 1► , �l �r �� as I S-P,TEST,/�G / <br /> ult -�M Note: When constructing bed , this area should.be shaped Note: Distance from treatment area for neig welis— Designed By: �'•to divert run-off from entering treatment area. U� 't1a It�O <br /> Date 2/ 3/03 , PH. 612-497-3566 <br />
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