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2015-01123 - septic
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517 Ferndale Road North - 36-118-23-14-0007
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2015-01123 - septic
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Last modified
8/22/2023 5:01:55 PM
Creation date
7/31/2017 2:09:39 PM
Metadata
Fields
Template:
x Address Old
House Number
517
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
517 Ferndale Road North
Document Type
Septic
PIN
3611823140007
Supplemental fields
ProcessedPID
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;�r�it�ncsnta.F�oitutian C�STP DtS1�t1 SlJt�i7�l+�t`�' �/O��(S��@t �j��VEIZ�I`i'Tc'' <br /> Cont�ai Ageney C71=MitiN�,Sf37'n <br /> At-Grede Drsign Stmimary <br /> Absorption Bed Width��ft Absorption BecJ lengthC�ft System Height���ft <br /> Absorption eed Area���z Upslope Serm Width��� 6ownslape�erm Width��}#t <br /> ��..�..r_....� <br /> £nds{ope Berm Width��ft System Lerrgth�^�ft System Width��ft <br /> tevet P�essure Disb7itwti�5ummary <br /> Na.nf Perfiprated 1.aterals� Perforation Sparing�ft Perfarat9on DlameterC�in <br /> Latera!Diameter 0.00 in 5uppty Pipe Diameter 2.00 in Manimum Ds�se Voi���ai <br /> Ftow Rate�GPhi 7otat He,ad 38 ft Nlaxim�n�Volume lg7.5 gal <br /> 5. Additional tnfo fflr Ty�tYlPretreatment pesign <br /> A. Catcutate the urgank taading usisg optlan f or 1 <br /> 1. Organic Load3ng =Pa�nds of&Op X tirr3ts <br /> �tbs/day X ��_� _ ��tbs BOD/day <br /> 2. Organfc Loading to Ptetreatment Unit �Qesign Ffow X Esiirrtaied Bpa in mglL tn the efftuenk X 835=i3OQ0,00� <br /> �SPd X t_�m�lL X 8.35=9,0�3,000 @ ��lbs 80DIday <br /> B. Type of PretreatmenY Unit Being tnstatied: <br /> �. Calculate Solt 7reatmenf System Oryan�c loading. tbs.BQOI�y x Battom Area �1bs/day/ftZ <br /> �tbs/day: ��tt�= C.�1bs/daylftZ <br /> CommenWSpecia{Design Comideratlons: <br /> Mbund is sized for a 5 bedroom{�5pgpd)one(�edroom bigger than attuat bedrooms in hame. Mound must be spiit 1nt�hatf on acca�unt <br /> of short cpntaur. Each hatf to be 10 x 32'to have the same amotmt of tatefal tength. DownsEope s,and bed is 9b feet, There are 15 <br /> inches of difference in etevatian between the twa rockbeds.Use uneven presswe dosing design with gats vatve and squirt heigfic <br /> tesier to fane tune dosing and adjust in future if necessary. Fo(towing A+4ound design is per individuat hatf urrit,(37�gpd eachy denating <br /> exact dlmensdons,twie siztng,spacir�g anG number. Esch unit is identita!an at1�espects except for st�e and overalt footprint size. <br /> Stope is 8%for one unit and 13%for the other. <br /> I hereby certtify that!have completed this work in accordance with ait appticab{e ordinances,rutes and laws. <br /> ttale Denn 583 09/22/14 <br /> (Designer) { ignature) (Licer�se i�) ( ate) <br />
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