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2016-01412 - septic
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770 Lakeview Parkway - 06-117-23-34-0011
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2016-01412 - septic
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Last modified
8/22/2023 5:27:38 PM
Creation date
4/24/2017 1:55:53 PM
Metadata
Fields
Template:
x Address Old
House Number
770
Street Name
Lakeview
Street Type
Parkway
Address
770 Lakeview Pkwy
Document Type
Septic
PIN
0611723340018
Supplemental fields
ProcessedPID
Updated
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tNSPE[TaR GHECKLIST - r�ound <br /> f�U Caftevi+ewr parkway <br /> � t4"EL�.:scn.bacls: 20'to preswre tested sewer ti�e {5 psi for 1 S min.) <br /> 5Q'to everything 1IXY W.dispersat.area with.shaliaw well <br /> PROPER7`Y Ll'�ES se�bac�: :10 to everything <br /> R�d se[bac{:: platted: t0'prap line. Metes'8 bounds:auL of road easement, or outer ditch. <br /> LAKE.!BLi��F se[bac�: 20'for biuff: Lakes:GD_, itD._,NE ` Profected wettand._: <br /> Buiiding secb�cls: 14'for.everytfiing, 20'for dispersat arEa. <br /> v4'A'tER 1,INE under pressure�i0'ta bed,tank&sewer[ir�e. {etse sewer line> 12"beiow) <br /> Q Sewer Eine&baf.fle connecxion (no.90`s,-3'betweet►45's: stope m3rr:1"in 8',max 2"'in 8') <br /> {no depth req's, ctean out every 100', Sch 40;Pf[�) <br /> D Septic tank antl.risen (water tight, insutated,P�P�T�P�;exi5ting;verified by pumping} <br /> mfg 2250 gatlons none <br /> Rfser over outiet; riser over inlet.or center,and 6"*inspection pipe ovef any remaining bafftes. <br /> No efftue�i filter£t atarn� ` <br /> Dose tank risers and�iping (water tigt►t;insutated,prqper depth, drainback} <br /> mfg 1300 .:gattans <br /> D dose PumP 29 gpm 3Q lxad VERIFY PUMP CURVE b.8 min:ON 9 hr OFF <br /> ❑ ftoaii setting drop 7.8 inct►es at 25.5 i "DESIGNED" 4.9 inches <br /> C�SP . approx ftoat tether length <br /> 198.0 gai dose. divided by gpi "1NSTAt.t,ED"= inct�es ftoat drop(f�ld corrected <br /> LABEI PumP.requiremerrEs and drawdown on riser.or panet _ <br /> Cam iock reachabGe from grade-30"max. J•hc�ok weeP Frote. Suppiy Une access (no hard 90's) <br /> 2A inch suppty P�Pe=Sch40, stoped 1!8'+; supported by 4"sch40 steeve or tompacted, and buried 6"+. : <br /> spEice box J'convot panet i eLectricat connecEions <br /> flow measurem�nL CT,E['M,.time dosed,hame-water meier <br /> mound absorption area`�ough,;up <br /> ,rtround rock dimensions- 10:0 X �0.0 <br /> 'Sand lift depth `16 inches: (Jar test:,2'sand teaves�1/8":siit after 30 min) <br /> D: Absorption Sand 6eyond rock' Q.0 a�tope 17.0 downslope <br /> � Bermed tbpsoii be�nond rackbed 9 upslope 13 . sidesiope 20 downslope <br /> cover depth of 12-18`+ _ VERtFY <br /> 3 taterats (1-2'from e�ge of rock} <br /> 2.QD ir�ch piQe a9ze- :(Scf��q0 P�Pe&fittingsl <br /> 3A ft lat�rat spating <br /> 8 7/32 'inch perforations : <br /> 3 b ft perfora�tion spacing <br /> ,Air inlet ai end of taterats; and at top feetl man�foid if necessary. YERIfY <br /> ttean.outs: (no hard 40's) <br /> 4"inspecfion.pipe to`6ottom.af.rock,.`anchored YfRlFY <br /> Abandoi�existing;ystem-if necessary ��Re-use:existing tank cectification <br /> moaitoring ptan anci'type <br /> �rvett a�ndonment forfn =i#necessary , <br />
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