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1998-010198 - new septic system
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430 Wakefield Road - 36-118-23-24-0003
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1998-010198 - new septic system
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Entry Properties
Last modified
8/22/2023 5:02:15 PM
Creation date
7/12/2019 10:04:09 AM
Metadata
Fields
Template:
x Address Old
House Number
430
Street Name
Wakefield
Street Type
Road
Address
430 Wakefield Road
Document Type
Septic
PIN
3611823240003
Supplemental fields
ProcessedPID
Updated
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r 1 bock fl ll f; min. <br /> Q ! i l <br /> lli <br /> 1 rake sidewotts a bottom to <br /> rert,�o,re smearing <br /> � <br /> SET- BACKS � <br /> N HOUSE System must be: <br /> N ! Tank W from property lines TRENCH X- SEI TIM <br /> QI -2:Cfrom wells ��_ (min. of two kenc nes) <br /> AQ from bktgs. w�-rbcs <br /> Trealmed area — fro n lakes I,NII <br /> (maR. length tQQ <br /> ti Treotrned area 2- from property lines ,u ��PrL <br /> LD l�IFllitlol.ES_rn�rLt�'" ?,,!,from wells <br /> 12 from bkigs. [ind switches mull be in a weather <br /> 1� from trees ate.Power supply SOf L BORING ELEVATIONS i <br /> 4 i proof endasure outside-purnPin4 doyiW <br /> M a�.o j , �TM : ; THAI EL.--9" <br /> . ._ �;-� _- -- ;- -; TH. 2 EL.3" <br /> -- -4s- .- , TH."3 El_-__�__ � <br /> Torik Tonic 'C; °, � .� Grade 9 4/°slope. <br /> g � Drop to Tank- ..� Ad teosi 41/2 of undisturbed TH�4 E L.- <br /> L Min-I'ta 8' �pu►nPing earth between trenches TH`5 EL:-- f <br /> May,I"1o4' ChamberDROP' BODES ELEVATION at PROPOSED PUMPING <br /> . CHAMBER- 84.0 (ground elev.) v►sw,p <br /> 4,to 6 din.pipe iri�S�+-5 rF�f�: ,5•[►�:u -rte t�- - °+l.� .,,�g3.o <br /> g �7s•1 <br /> I <br /> ro SYSTEME ESIGN <br /> TYPE BEDROOM - Percolation rote_2.101 min.lnch (design- min/inch) <br /> i <br /> F �� , v�4�-.acs •- i <br /> r �reoirnertl orae required w/� of mcfc filler material ,}1 s ..of of trench bottom Oreo needed -,&LL trench width- lin fl.of trench net-deo , number of drop baae5.�_ <br /> to''es„a.LaYti+. s pont ��� installer) i f(to be deterr>r�ned by the <br /> Q ' <br /> Number of tanks required-L 1st lank/000 gol-, 2nd Conk-&O-glal- mirin urns <br /> LO { i <br /> Clean rock cu.yds- (3/4” to 2 1/2"dio.,includes 2"above pipe) 1DROPERTY <br /> Q pumping chamber capacity= 250/0 of daily sewage flIx. gal.-- ?.gol.t-Reserve.storo9e D°9at-t Pipe•back drainage 1-9 =.�°Lgot cop. 410 <br /> 00 Reserve storoge =l645.gol./bedroom=Goch.,ld_ -r pipe bock dronage-L gal./I(30lin f1.3 pipe- Length of pipe needed a ft =—gal.) 77- <br /> . <br /> j Pump size 1)» hp w/mercury float pump controls ` S-P TESTI 6 11YC <br /> 0 <br /> Note: When constmiing bed - tivs area should be shaped P ate; Distance from treatment ores to neighboring wells— De,skyvd By: <br /> f <br /> 4 to diver! run-off from entering treatment area. pate_L/J2/2a , PH. 612-497-3566 r <br /> Q _ <br />
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