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2004-P08269 - new septic
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3520 Watertown Road - 32-118-23-43-0014
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2004-P08269 - new septic
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Entry Properties
Last modified
8/22/2023 4:41:45 PM
Creation date
10/14/2019 1:00:40 PM
Metadata
Fields
Template:
x Address Old
House Number
3520
Street Name
Watertown
Street Type
Road
Address
3520 Watertown Road
Document Type
Septic
PIN
3211823430014
Supplemental fields
ProcessedPID
Updated
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© 6 S'SUL41, 3520 OAO-r,19) <br /> C* T Q ,IL)%N,s 11r) Im 12-00 ", J) <br /> �orF <br /> A-1: kzi.'malad Sawaga Flows in Gallons per Day <br /> 6 d A-• ) bedtaoins Class I Class!! Class III Class IV <br /> crpCI 2 300 225 180 00'r <br /> 0C rllt:,i-�UNUI x 1 1 300 218 of me <br /> 375 256 values <br /> 13. S1:?TIC TANK Capacity CFKv5TH jv 5 750 455, S4 in the <br /> 1 6 900 525 332 C1055 I. <br /> 'POA" " rc--4�_ 7 1050 600 370 11,or III <br /> 00d gallons (seefigure C-1):r,,XXWCQ 8 11,2100 675 1 408 1 columns. <br /> C. SOILS to site evaliiatioil) C-1: Septic A Capavilics 611 �,Ilujlb) <br /> Liqu J cjpjta) <br /> 3 10 Nufnbcr of Nllh�1111.m.Liquid Liquid Cap3cii*VIAsal IM insil.-111, <br /> I D,:P th to restricting layer Z,9- feet <br /> G Budroums garbage:disposal 0 0 feet /..1 2 or less 750 1125 1500 <br /> -iofperculationt,eStS := _ It <br /> 2. Depth or 1500 )UUU <br /> 3. T,:xLUre -—3,-3,r 6 2250 <br /> 3UUU <br /> 7,8 or 9 2000 3000 4(4111 <br /> 11,2rcolation rite 1611 (6 mpi <br /> b 11 licading rate __aD <br /> ' o ---gpd/sqft(seefigure D-33) <br /> 0 1 <br /> 1 /0,0 C43A*v, 5 0 <br /> 5. 11,�rcent land slope <br /> D. j-,10,C_K L,1Y1.,.R 'DIMENSIONS <br /> d (A) 0.83 to obtain required rock lavt��r r <br /> 0 1 - .... <br /> 3 rd -,qf t <br /> 0.83 -;aft/gp x linear Loading Rate (LLM <br /> laye-1. ft <br /> x Mound LUR <br /> .1. <br /> I ,Lh of rock layer = area width <br /> 1 ; <br /> 10 ft (M) ft <br /> < 120 m <I <br /> E. ROCI: VOLUME > 120 MPI <J6 <br /> 1. 1,haltiply rock area (Dl) by rock depth of I ft to -,et cubic feet of rock <br /> ,6 S C.) sqft x 1 ft =550 cuf t <br /> 2. L)I%,i-u'4! cuff by27CUft/CLIY.ItC) get C',"7i,'w yards <br /> 610 cuff 27 cuyd/cuf t <br /> cuyd <br /> 3. multiply cubic yards by 1.4 to get weight of rock in tons <br /> !;>2.1__ cuyd x 1.4 ton/cuyd = ') "/a <br /> tol.s /6 — - _j <br /> D-33: Ab.urpliml Width Siz419 iAIU14: <br /> it.b-SORPTION WIDTH Pcrc,llahn„kat L,,Jutg Rata <br /> Fa.wr than 5 (2--c S.".0 1.2G Wj <br /> `kJuu:,Saul <br /> ratio (See Figure D-33) <br /> U.5U <br /> YQ 2, ',_�_.Id)cl,)i,—., u.i5 3.07 <br /> swv G41 L—Ill. <br /> "Ity'".1i <br /> th- <br /> 7-o <br />
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