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Ferndale Road North
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517 Ferndale Road North - 36-118-23-14-0007
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Last modified
8/22/2023 5:01:57 PM
Creation date
7/31/2017 12:56:24 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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. . '� �°,.,/V`%� -`-� <br /> ��.. <br /> _ t�STP Desi�� Summary W�rksheet °������,���«��T�� <br /> . � .:� ,,.... <br /> Con_rol ',ne�-,�: <br /> Property OwnerlClient:�Steve Anderson/Ger.ati Homes ( Project ID_� v 12.08.�6 <br /> Site Address; 5'7 remdate Rcad Nor�h,Crono,MN 5539? � Date: 3l19%45 <br /> !. DESIGN FLOW 9.ND TA1VK5 <br /> A. Design�"(o�r. I� 37S �Gatt�ns Per Day iGPC; Note: Ttre estimffted design ftow is censidered a peak flow rate <br /> fnctuding a safety factor.For(onq term per/ormonce, the average <br /> B. Septic�anks: dQi(y ftow is recommended to oe<6{�of this volue. <br /> Minimum i,ede Required 5eptic Tank Capacty:; 225G Gattons,in !2 �Tanks o�Comoartments <br /> Recammended Septic Tank Capaa.y:i 3^'�0 ! Gatfons,in ��Tanks or Compartments <br /> Efftuent Screen Et Aiarm?�:�� <br /> C. Ho[dinq Tanks On,y: <br /> NuTber of Holding Tanbcs: �� Totat Voiume of Hatding Tanks:�Gatlons <br /> Ty�e�f High!evel ktatrn: � <br /> D. Pump Tonk 1 Capacity: i-100f �Gai:ens ?ump;ank Z Capacity: �Gatiors <br /> 2. SYSTEM lYPE <br /> 'y+�t C'�O:i Tr�2uT..2clt alK1 a;5pEf53i A�2a` TY`�-'6f L�;s�'ibtttfV'•.• <br /> �Tr2�h �i 82� �J MOt1fld v '.�%_�G3dE <br /> .. v'G2vitlr DiSII'ibuQIX? .��i �r2�sure D:S�:trJt=�,.-��iei �cres5vr_��SV:.,��..,+�U^>_,,.� <br /> v Drip ,i Ho+di�Ta�l ,=l Gtt� <br /> 'Setectlon Required Benchmark Etev= 1Gd if? <br /> System Type Benthmark Location:� Stake by site � <br /> i I� Type of Dist�ibuticn Media: <br /> � v T i T e!� T+� �I: ? � � <br /> ❑ v� � �� ❑ �' � ���_` L7 Tv��' aock � <br /> 3. SiTE EVAL'JATiOhi: <br /> r—� ;—� <br /> A. D?�th[o Limiting Layer_� 2� $in �.7 !ft Eievation �t Location of Limiting Layer: gb.4 ft <br /> B. Minimum reauire-d sepa2t�on:�r 35 �tr 3.7 `t Lotatian: B1 <br /> g. lr,easured?ercent�nnG Stope:� 3.0 °' 0.0 Ccde A4aximum Depth of SysEem: -16 ,i.r,~ <br /> C. 50�(Textuf2: Ciay Loam Perc Rete: 26 11�PI ';�vatue is negative a ma.�nd is required <br /> Q. SoR Hydrautic Loading Rate: I 0.45 �G?�i*t` E. Ccnt�:c;Loadin�Rate 12.0 GaUft <br /> 4. DESiGN SUMht6,RY <br /> Trerch Design Summary <br /> �ispa�sal Area�ift` Sic�ewal[Depth��n Trench Widih�ir <br /> Totai Lireal Feet��t Nurrrber of i renches Code Maximum Trench depth ,n <br /> �' � �� <br /> Designer's Max Trenc`�Dep:h�in <br /> Bed design Suenmary <br /> absorpticn Area��ft� ?+�d�a Below ripe��;n Code Ma�cirrrum Bed Dept�;�in <br /> �� <br /> ee�'.4;dt�� f+ Bed Length �t; Designelsl�tax Bed Depth�in <br /> PAound Design Summary <br /> d�sarption Area��f�= Bed Length�r 32 ;fit 8ed Wid:h +�_p ft <br /> Absorption Wi�th Z�ft Ciean Sand Lift i_; !ft Berm Width (sloae Q-1 z;�ft <br /> UpsloD2 Serm Ylidth g_b Sft Downsiope�rm W:�th Z7.� ;fc EndStope 6erm Width� �;.�,� �ft <br /> Totat System lengih j;,+ E€t iotat System Width 3g_g�Pt <br />
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