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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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Entry Properties
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
Updated
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�d�/L�L�I�I�-�-� � <br /> � � �� f35TP Nlound i3esi�n Worksheet <br /> . �.,�N!�'£�R_S C'��' <br /> N;innesr,ta Po�llution >�� Slnpe 7P i�/�Ii�':iTES{?T,A <br /> CosYtra!tAa�er►fy . <br /> 1. SYSTEM S1ZINfi: proje�t IQ: v 12.0$.06 <br /> A. Design fiow: 3T5 GPD �,�8�� ��d _:�.___-.� <br /> B. Soil toadtnq RatQ: 0.45 �ppJ ft2 tC1ADlWfi RA'T'ES EOR DE'F�RMINtNG BflTi'OM A850itPTiCSht AREA� <br /> AMb ASSLIRP"f'IflN RATIOS USING PE-R7�COLAT1t7N TESTS <br /> C. Depth to Limittng Condifion: 1.7 fL 7reatmenC l.evr!C �rf�0j}Y!¢[It LP.VeA A A.I�a;' <br /> � <br /> Absotptiqn " . � Al>sorpticsr�. �.. <br /> D.Percent Land S(ope: 13.0 % Permiat4on'Rxte Abix�d � n�x,w+c�. <br /> Area Lafiding Area Lc�afing <br /> .. �(titPl) RaLt AC�clpisY�n .�..Ratc , .Absorpttan�'i <br /> E. Desfgn Media Loading Rate: 1.2 GPD/ftZ ��ga,�'? RAY,o c�part'� ad�;o � <br /> F. Mour�d Absorption Ratio(fabte IXaj: 2.GU . -� , ----� � M...d �� <br /> '-"�_.:' 1.� 1 �'1.S {..._ � <br /> G.pesign Contaur loading Rate: 12.0 GPDIft � � � <br /> c :r� 0.6 2 j � 1.6 � <br /> a..�; <br /> ;.,;, <br /> ;;: ; r : ;re�:. 0.78 1.5 1 i.6� <br /> t C< � _0.6 2 _. .....V..0.78 2 <br /> .. i <br /> al':. } r � lt, u�_� 0.5 2.A OJi3 I 2 � <br /> ,,. , <br /> .�. ... <br /> � � .. �.. �. ,._�......._S <br /> ::;t�,;;; 0.-06 2.F� i 6.6 ! 2.6 <br /> , . <br /> ,,_ , : . , . �,> ____�_�.__'- � <br /> ::. ._ <br /> . <br /> t .�-.; _ 5 � 0.� i 5.3 <br /> _.,. �.._.T__._...._ .._...... __. _._____�_�__^.. <br /> i � < ., W4 - - _�L_.._ i �� <br /> • . . 'Sysiems with these values gre not Type 1 systems. ConLour Loadi�g Rate(linear <br /> toa6ing rate)is a recanmended vatue. <br /> 2. DISPERSAL MEDlA SiZFNG <br /> A. Calcutate Required IJlsperspl Red Area:t)esign F(ow (1.A)+Aestgn Media Laa�ny Rate (1.Ej=tt� <br /> ff a tar,er dispersal media area 375 GPD+ 9.20 GPp/ftz = 343 ftZ <br /> is desired,enter size: L�..�.J ft2 <br /> B. CalcuiaYe Uis�rerwl Bed Wfdth:Contour Laading Rate (1.G�=Aesign A1ed1u taading Rote {1,f)=Bed 4V3dth <br /> 12.0 ft + 1,2 gpolftz - 1fl ft <br /> C. Laicuiate Dfspersa(Bed length: DPsp�rsal8ed Area {2,A)�Bed Width (2.By�Bed Length <br /> 313 ftz f 10 ft � 32 ft <br /> D. Enter Ofspersat Medin: Rock <br /> E. !f using a re�istered product,enter the Component iength: �9n= 12 = [,�ft <br /> F, tf using a registered praduct,er�ter ihe Compor+er►L Width: �in t 12 � ��,_____W_Jft <br /> G.Number of Components per Row =Bed Lenqth (2.C)divided by Component Length (4.J) (Round up} <br /> � ft ' � ft= ��_�components/row <br /> H.Number of Rows =Bed Width (2.6)divided by Component Width {4.K}(Round up) <br /> Ad/usY Contour toading Rate on Des3gn Summury paqe untll thJs number Is o wtale number. Note:CUi af fA.B ga[I ff results tn 9 jaat wlde bed. <br /> C� ft f �� fC �� rows <br /> �, Total Number of Camponents •Numher of Campanents per Row X iJu»�ber of Rows <br /> ��J X �� _ ��corry�oi�ents <br />
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