Laserfiche WebLink
. <br /> � Ux�rusm w 14xrumn P�, <br /> ' . ...�.__ ��.�.�`�n <br /> MinnesotaPoliution Design Flow and Soil Worksheet ,._ <br /> Cw�trol Agency � ..,..,.� :_ .,. �'�v <br /> 1. AVERAGE DESIGN FLOW: <br /> �'�'�'� Nate: The estimated design flaw is cauidered a peak <br /> A. Estimated Design Ftow(GPD): Ug� flovr rate induding a safety factor.Far tong tertn <br /> performance,the average daity flaw is recommended <br /> or Measured Ftow(GPD):flow times safety factor to be<60%of this value. <br /> �� 8Pd X � _ �SP� <br /> J <br /> Desfgn Flow:��GaEtons Per Day(GPD) SYS�TYPe <br /> J <br /> B. Se�tfc Tonk capacity• 2250 ���pM ❑� Type I ❑Type II ❑Type III ❑Type N ❑Type V <br /> Number of Septic Tw�ks or Corr�wrtments: � Effluent Screen&Atorm? y� <br /> T�ie i-Design►1aw(Gstbns P�r Day) T�k N-SepEic Tattllcc Capucity <br /> Nw�of clanitication or owr�lins Number of septic Tank Liqi:d Mir�im�n c,apadty with Gerbage Disposa�andl�r <br /> eearooms � N �n N g� �� Pu ta`TaMP` ' <br /> 2 or tess 300 225 t8o � 3 or tess i,000 1,500 <br /> 3 450 300 218 ' <br /> 4 600 375 z5b • 4 ar 5 1,500 2,250 <br /> 5 750 450 294 • 6 or 7 2,000 3,OOQ <br /> 6 900 525 332 ' 8 Of 9 2,500 3,7'50 <br /> •Flaws for Glassification IY dweltings are 60 percent of the vatues as determined for Classification 1,11 or III systems. <br /> 2. SITE EYALUATION: <br /> A. Depth to timitinq i,ayoer: 18 nches 1.5 ft ;exwre r�roup <br /> Soi1 Tn�ure AE <br /> Type�SoN TreaUr�eM ar�d D�I Area rse Sand t <br /> az� <br /> B. Natt 5and 2 <br /> �Trench� �B� 0 At-C�ade �Mound Rne Sand 3 <br /> Coarse L 5az�d 4 <br /> Laemy Sand 4 <br /> Type d�shi� FN�e Loamy Sand 5 <br /> C. Very F�e loamy Sand 5 <br /> �Grav�lY�Rion �Press�ue Dtstribudon-Level 0 Pre�tae D�oo-Ur� rse Smtdy Lomn ` 6 <br /> un Sarrciy Loam 6 <br /> Fine LoOm J <br /> � V�p Fine loam 7 <br /> D. LOlIdSCOpe Fb51C10►t: 011 C011tOUfi Loam 8 <br /> 5 <br /> Silt Loam 9 <br /> �' Ciay laem 10 <br /> E. Soil Texture Group Number: 1 $� nty aay taam �o <br /> �J GaY�osm to <br /> Silty Clay 1 t <br /> F. Est�rtwted Percent Lond SI�e: 8.0 % �'�'�' �� <br /> aay �� <br /> °f Rise Run <br /> G. Calculated Stope = �� s �� x 100= �� <br /> � <br />