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Percotation Data Sheet <br /> � - � . . ._�:.:r::.�::�:.�::.�:_�:�.�. i. <br /> _ . _ _� _ ............_...---.____ ..:�::��s....�_.,�-:::_ :�-:_::�:,��,�ry,:�;-rW...,,, ...�:::,.�:�:_.:.x.: ��:Y:�:::�� _,� <br /> . y ,.._.�,..:���:-�:�.:.:.....:....-.,:x�,.�� _ � .� � c 9..._....x..,...--�-�r�, _ a <br /> 1:-C�nta = ormat�on_ �._.__. _ .�._�,r-:-�._:.,_ .:..��...... _., ,. � . __ :; � � .,�.����,._�:�.:;=r:,;_:;• ��,��.:::;:��:: <br /> ..,, �->,_.,�� 1��... . ..__ ...a�..ti�.. ..�..-.cw Y._._.,....,._ a , ,•,u'.::�..._,._.�S.T._7..1. ..3'i�.���..,�� . .,�t... _..r.wss•�lisS�°c.s_��.. t 1'rii....»�i i�t �7 <br /> ..., -r.:^: ' ''c <br /> Property Owner: Modern Construction <br /> Site Address: 3960 Ba side Rd., Orono <br /> 2 �•�7�n �� i���� �'i� . ._. .. ... � 'r — :�.' �� •n (Y <br /> �, +�. tt. �._ f�r.ma���csri:�..,,�,A:.; �� , �.::�._=���.r >,�.�,�F., .:,�..:,;�;.,:;��„� <br /> � _. ...,.�., _ <br /> ..,__. . ....,_.. ..... .......�r<'�:�a_:;.x ..n.. _�.�..�.n: ;._ ..�.. a�..�^.... <br /> ..�:� <br /> Diameter 6 in Date prepared and/or soaked: 6/6/16 <br /> Method of scratching sidewall: knife <br /> ls pre-soak requiried*? es� "`Not required in sandy soils <br /> Soak* start time: 12:30 PM Soak* end ��,3d AM /########### hrs of soak <br /> time: <br /> Method to maintain 12 in of water during soak automatic siphon <br /> ,. .. ._ ,_ _ ____ <br /> +�. p�r:c[Sl�d�li��.i��St;D�ta:_�, '�c =�s,..��.��.�� ' �.. ,_,,: �,�.�s:ra�,s,�� � :� f3,;�a~.,u y�sk�a i �...�.r-�-� : 4,= <br /> _ . ��� . _.,.-.._ ,.. _ . '_..._._... _ , _ __. �_..,_.�._._,_ ,,,, . ' <br /> Test hole: #t Location: <br /> Date reading taken: 6/7/16 Elevation: 956.5 <br /> Starting time: 8:50 Depth*`: 12 inches <br /> Soil texture descri tion: <br /> De th in Soil Texture "" 12 inches for mounds£t ot-grc�des, <br /> 0 - 12 loam depth of absorptian orea far trenches & <br /> � beds <br /> Start Readin� End Reading Perc rate % Difference <br /> Reading Start Time End Time Pass <br /> {in) (in) {mpi) Last 3 Rates <br /> 1 8:5d 9:20 6.00 3.75 13.3 NA NA <br /> 2 9:27 9:57 6.00 3.87 14.1 NA NA <br /> 3 9:58 10:28 6.00 3.87 14.1 5.3 � Yes <br /> Chosen Percolation Rate for Test Hote#1 3.9 mpi <br /> Additional percolation test data may be included on attached pages <br /> Design PercoEation Rate (maximum of all tests) = 7.50 mpi <br /> i <br /> I <br /> � <br /> ; <br /> i , <br /> i <br /> i <br /> � <br /> i <br /> i <br /> � <br /> I <br /> i <br /> � <br /> � <br /> i ' <br /> I ' <br /> i <br /> I <br /> � i <br />