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2009-00269 - mound system
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145 Manor Circle - 04-117-23-11-0024(Thru 2009-old PID#-0009)
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2009-00269 - mound system
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Last modified
8/22/2023 5:06:41 PM
Creation date
7/10/2017 11:27:01 AM
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Template:
x Address Old
House Number
145
Street Name
Manor
Street Type
Circle
Address
145 Manor Cir
Document Type
Septic
PIN
0411723110024
Supplemental fields
ProcessedPID
Updated
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F. ABS�RPTION YYI�TEi Absorption ratio: 2 <br /> 1. Absorption width equais�on ratio times rodc layer WndUi <br /> 2.00 x 10.0 ft = 20.0 ft <br /> 6. MOUND SLOPE WIE)TH�LENGf'Ff(Greaterthan i%} <br /> 1. Downslope ab�rption width=absorption w�minus rodc lay�width <br /> 20.0 feet - 10.0 feet= 10.0 #t <br /> 2. Cala�late mound size <br /> UPSLOPE <br /> a.Depth of dean sand at up�ope edge�rocfc layer=3 feet minus distance to restriding tay�(C1) <br /> 3.0 ft - 21 ft= 1.0 it <br /> b.Mour�d height at the upslope edge of rodc layer=de�h of dean sand for separation(G2a) <br /> at upslope ed�dus depth a�f aorlc layer(1 ft�ot)t�depth of cover(1 toot} <br /> 1 ft+1ft+1 ft= 3.0 ft <br /> c.Upslope berm multiplier bas�a�f�d slope(see fgure D�4} <br /> Seleded berm mut6pGex. 3.03 <br /> d.Upslope widlh=berm multiplie�(G1c}tirr�s upslope mound t�t{G�� <br /> 3.03 x 3.0 ft = 1U.0 ft <br /> DOWNSLOPE <br /> e.Drop in elewaatiort=Eodc layer width(D2}limes peroe��t�ndslope(C�/1QQ <br /> 10.0 ft x 8.0 % /1�= 0.8 ft <br /> f.Downslope�rround he.ight=depth of cdean sand f�slope�nence{G2e) <br /> at downslope rodc ed�ptus the�t�eight at the uPsloPe�e af rodc la��(2b) <br /> 0.8 8 + 3.0 ft= 3.8 ft <br /> g.Doemslope bertn rtwtti�tier based on per�nt land sbpe(see Figure D-34 . <br /> Selected be�m multiplier: 3.95 <br /> h.Down�Ope widtli=d�nslope multip�(G29)times do�m�pe nxMuid t�t(C� <br /> 3.95 x 3.8 = 15.1 ft <br /> i.Seied gr+eater of G1 and G2h as the do�wnslope width 20.0 ft <br /> J•To�al mound width is the sum of upslope(G2d)width plus rock tayerxnd�t(D2)plus dc�wnslope widtlt(G2i) <br /> 10.Q ft+ 1Q.0 ft+ 2tlA ft= 40.0 #t <br /> k.Total mound l�gth�s the sum af►�sl�e width(�2d1 plus rodc layer fength(�3)pfus uPsbpe w�f G� <br /> 10.0 ft + 50.0 ft+ 10.0 ft= 70.0 ft <br /> Fnal Dimensiais (slo�>1%) 40.0 ft x 70.0 fl <br /> I hereb work has been cx�mpleted in�cordance with atl applicable ordir�ances,Nles&laws. <br /> (signatu�e) 81�(6cense#) 5/11f1QD8(date} <br /> Page 2 of 5 <br />
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