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2017-00728 - septic
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600 Pinehurst Court - 06-117-23-34-0007
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2017-00728 - septic
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Last modified
8/22/2023 5:27:24 PM
Creation date
7/9/2018 8:38:52 AM
Metadata
Fields
Template:
x Address Old
House Number
600
Street Name
Pinehurst
Street Type
Court
Address
600 Pinehurst Ct
Document Type
Septic
PIN
0611723340007
Supplemental fields
ProcessedPID
Updated
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INSPECTOR CHECKLIST - mound <br /> 6W t��nehutst(.ouri <br /> � ���ELL seclsacl:s: 20'to pressure tesfed sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shaltow welt <br /> PROP�R'T'l'LINES sz�brn:k: 10'to everything <br /> Road secback: ptatted: 10'prop lrne: Metes Fr bounds: out of road easement,or outer ditch. <br /> I.AKF:BLi;'FF s�tback: �0'for btuff. Lakes:GB_, RD_, N� Protected�tta�d_. <br /> au;ld;ng setbacl:�: 10'far eYeryihing, 20'for dispersat ar�a. <br /> WATER Ui'�E uAder pressure se 10'ta bed,Gank&sewer iine. �else sewer line� 12"below) <br /> � Sewer line Er baffle connection (no 90's; 3'betwee�45's, stope min 1"in'8`, ma�c 2'in 8') <br /> (no depth req's, clean.out every 100', Sch 40 pipe) <br /> � Septic tank and risers (watertight; insutated, proper depth, existing verified by pumping} <br /> mfg 2250 gaitons iaone <br /> Rtser over outlet, riser over intet oc center, and 6"+inspectian pipe over any remaining baffles. <br /> No effluent fitter£�atarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainbacic) <br /> mfg 13� gaUons <br /> � dose pump 3b gpm 19 head VERIFY PUMP tURVE 5.4 min oN 9 hr OFF <br /> � ftoat setting drop 7.7 inches at 25.5 gpi "DESIGNED" 4.9 inches approxftoattether length <br /> �96.0 gai dose divided by gpi "INSTAILED"= inches#loai drop (field corre�cted <br /> LABEL pump requirements and drawdown oti riser orpanel <br /> Cam loek reaehable from grade-30"max: J-hook weep ho(e. Supplyline access {no fiard 90's) <br /> 2.0 inctt suppiy pipe:Sch40, stoped 1!8"+, supported by 4"xh40 sleeve or compacted, and buried 6"+, <br /> splice box/controt panet/etectrical connettions <br /> ftnw measurement CT, EfM, time.dosed, home water meter <br /> mou�d absorption area rough up <br /> mound rock diEnertsions ,10.0 X 63.0 <br /> Sand lift depth 20 inches. {Jar test c 3"sand teaves< 1/8"siit a'fter 30 min j <br /> � Absorption Sand beyond rock 0.0 upslope 10.D downslope <br /> � Bermed topsoil beyond rockbesi 12 upslope 13 sideslope 21 downstope <br /> cover depth'of 1Z�t8"+ 1/ERIFY <br /> 3 laterais (13'from edge ofi rock) <br /> 2.00 inch pipe size (Sch40 pipe&fittings� . <br /> 3.0 ft tateral spacing <br /> 8 7132 inch perforations <br /> 3.0 ft perforation spacing <br /> Au intet at�nd of`taterats, and at top feed manifotd if necessary. YER1F1f <br /> ctean outs (no hard 90's) <br /> 4"inspection pipe to bottom of rock;anchored YE�tiFY <br /> Abandon ex�sting system- if necessary �Re-use existing tank certification <br /> monitoring plan and type <br /> welt abandonment fQrm -if necessary <br />
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