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2000-P02386 - new septic
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3020 Watertown Road - 33-118-23-33-0001
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2000-P02386 - new septic
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Entry Properties
Last modified
8/22/2023 4:49:46 PM
Creation date
7/24/2019 1:50:09 PM
Metadata
Fields
Template:
x Address Old
House Number
3020
Street Name
Watertown
Street Type
Road
Address
3020 Watertown Road
Document Type
Septic
PIN
3311823330001
Supplemental fields
ProcessedPID
Updated
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y:t44 <br /> ss <br /> JD'a'• ��' Eat-tr- cicp _ � <br /> �S <br /> 3.5 -toy o _ Os <br /> � - � 9-r3•S <br /> SET- BACKS <br /> ]HOUSE System must be=Tank A°2 from property lines( <br /> IC from uIlls <br /> 0- from bogs. . wo,%AA ) <br /> Treatment area NOTE:pa"*supply and swikfies mist be located in o <br /> Treatment area ;—O.,from property lines weoffw Prca endosure outside the pcuMM dMber and manhole <br /> LjA•titloL65 w,-n � from yells <br /> '� t3�t[CEicc_ L:from bogs. <br /> • �, � _ from trees 1 yll SOIL BORING ELEVATIONS <br /> 9$x•0 �mtn. <br /> TH.t EL.-_M.,.7, 14*c.-9g�.� <br /> "da.su 1 e grade '�"/o TH.�2 El..-9'►y.O <br /> F`.q��.o 1 _ y;.D TH' 3 EL 2131 <br /> Took Tonk PRESSE DISTRIBUTION Mt�(1ND SYSTEM T 4 EL.-. 33 <br /> I <br /> Drop to Tonk �c�-c M t ► o moo. 7 <br /> TH. 5 EJ,-%9_9A-4 <br /> Mt l~io 8 �' a r-VATQ.t of PROPOSED PUMMG <br /> Maxl"fo4' ��P -( 1a�GS S111A��-oc�.) Chamber CHAMBER- 91;.ott.-z,wwr- 4V)5.0 <br /> 4"lo.6"610:pipe <br /> SYSTEM DESIGN -MOUND <br /> TYPE--'I-: , (I BFB j Average percolotion rote 3L:2minJach(design-83sgdt treatment am perWL of daily sewage fbw) <br /> p ft.of treatment area f10%=X13-sgfL (�10fL%idth='ZfLkngthofbedarea*sidesloperune• .to1 x=WWt=�-fu -�t.bwnareaneeded) <br /> 100 gd/doy x.83sgA/gds-s4 r <br /> •• � snowl. 7 • <br /> Clean rock needed— _sq fL tceotment area•x 401" depth°(code=_ _ wJt=2T=.J3ctLyds(3/4 to 21/da.,indides 2 �rock above pi") _ <br /> .� ' / sandy loam back f�135�_aryds.appcooc., topsoil 6 �-4a-Yd--�'�'Mt�l�cs_,_f2.A'4Q `lobo 40 -f oes°+.. , <br /> - Clean sand fat below rock needed S�ouyds• approx. , -- -. --- t�"�oo� <br /> Number of tanks` cegked--3--. ist tonic 1S0 goL,2r im&)"�oga•ffiirrt m Ftis�s PtirnP��ti. �ti�►mt'�EQ- <br /> Plunping d=nber capacity-25%of dodysmage flow of.90o gat.=�� gd+nerve storage of 150yzt /B) oo gal.+p-pebock droinoge— PROPERTY OF: `12 <br /> _ . - � � "dr ,igo <br /> l. <br /> of gat-/IOOGn.ftof� da.supply pipe, 1"mftneeded42-� , QS. gdfmon&M_L`�gaVt00Ctftof <br /> 0 . <br /> total capoaty needed l'-I4 _gaL(plus area forNmp) 1S0S0 o9-tl.c60p. <br /> pistn'bution pipeJ!&:6a.,X30 eft,1)J26:dw.perforations 21,,:aport <br /> TESTING ! <br /> Pump s¢e •0}hp. (pumpoble capacity�gol.4 cydes/day) J L�'�N H�Ao P���s S?� l3 P E 4 ao•1i� •-- <br /> S-P <br /> Note: When conslrucling bed , this area• should be shaped Note: Oistonce from treotmed orea to neighboring wells— Designed Sy: <br /> 2-497-.5566 <br /> to-divert run-off from entering treatment area. <br /> (_�• rG� , pate L�/1L/= . . 61 <br />
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