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HomeMy WebLinkAboutPercolation Test Logsi OI I �i � z .. �� s��,�� �. � � � � Wpth hom Svf�n Soil Moruun Sal Tertur� Soil Cobr Soil Motthnp OtMr ` ^1 N .Z+ ��"��e�� IUSDAI IMunselll (STIYCtIM�.StOM�.BWIOQ�i. ` V � V tonasuncv.%GnveU � � � �� 3 �'� � Q � ; �—3'� �'�� � — .. .. � ,� .� L !l �� ,�.� ��T'l � � � � � Q � � � u a �• � �"� �� � �7r�� '�., `" � � �, � � � ►r H A � � � �t �C � �az �� 5�� � , �'1 � � v � �a .n a� I ui ' ri J� � � N � ���'l�� C� �i-�� � ��'3 � � � � � . ( a a�, e co .�n z —' q�,��j�/ � ,..a b0 .—+ � cd tn ,� � ' � /, �l�'� IJIi I��" � .D •.-1 1.� l+ _ i H cb .0 •r+ N � cn .� +� u � , - . � •.� �o � c� J� � H .� � N � O � ' J � �f tn ..-] 5 � � .� z � �, � 0 4 .o � , 3 �, �, _ --�' i � � .. .r., .�� a o � `_.�- �/. �. o z .�+ - � iT� , U � Dept�trom Sunc�e Soil Horizon Soil Texture Soil Color Soil Monllnp Other Ilnchesl NSDAI IMuncelll ..(�� .fl IStructure,Stonea,Boulders. W I � Contl�tencv.%Gqvell (ZI •. (n % z � ' ' ��'�� `'� � S �ey�� I .. ( ._ � � �r � � � ���3 ,� � S �a y/�� �n �- " � � ` ` � >+ H � - �� �� /�`' , � � l`�b i; c�t cd 3 � ; �-/ L•� � ' �' / �(p �� a�i s�+ � � � � � � f S �= ���f �,`" � �'� �c � o � S,� �� � �. N � � o o �' � I �Q � . . � ...� •� � I .. � � � i : � � � •� c�d � Z r-+ a.ui � N l \^ � or� a a ,-� i; V ` � � �� c x x �+ a� ,� o � ' �] - - �:� a c:� w r.:a � 3 �n z f ��',,,,p /� � •/ . � /� �i' L t_ down cape engineering, inc.SIEVE SOILS ANALYSIS 157 ROUTE 6A YARMOUTH PORT, MA TH#1 • ' j �� i i oarE o� RE�oaY: aizai�� .�aB ; GRqIN SI2E ANALY315-SIEVE 7EST ���'��� ' SI"TE: 157 ROUTE 6A, YARMOUTH PQ�tT J1�N 12 2Q�7 LQGA�IQN: DCE TES"� HOLE �1 HEA�T�i��� � � SIEVE ANALY5IS Welght Sample(Gram�): 192.5 � � SIZE ;WEIGHT RETAINED ; % RETAINED : % PASSED -------- -'------�surn j-------- _____________ ..----- 1,;- - -0.0� '0.0%�� lUb.O% 3i4" ----- ----------------------- a.o,_ ------_-___ o.o°(o� -----'. ioo.o°% A..���r^_ � "'""' .� _�..��� .. ..���� �� , 112" � 0.0; _ 0.0%� 100.0%0 -------------�----------•---.._...------,----- ___ __---------�-------.___------ �rea o.a: - o.o�io: �ao.o�� ------- ----------------------- ---,--------- ------- -- - �O.OT 0.0%:� '1'00.0%0 ------ -�.....------•-------- --_.------- -------- i #10 _-----�-----•----•..----... �2-9�------------ �6.7%�--------- 93.3%0 _^�•------- � ------------------ 55.4' ---,------- 28.8%� -------- .71,2%0 �q0- -�- -123.4��,` ^64.1��- -35.9% _•------�------------------- -•_ __-------- -Y--...---- . . ���..nw �.���� w w������ ���w�.��. #50 151.4: 78.6%0: 21.4% ------- -J- -•--.._ .....,_ ..,-- -- ---- -- -- .__ ___ ------- - -----.. � #80 �. 1 Td.3�"_ _ 90.5°Jo� _ -�-_ . 9:�9'i _ _ #100� `--- -,--------------------'180�4:----------�_-93.7%: -----.....-6.3% � � ---- -�•-----------•-•--•- -;- ---------- --L-------____ #2b0� ' 190.5' �99.d%' 1.0%0 PAN " _j------------------"191 p+-----------^100 0%� ___--------0 d°/a iSAMPLE---'-------------------192.5��-----------------___------------------ I NOTE:TEST dN PASSING#4 ONLY, 1.9% RE7AINED UN#4 <46% O.K. RESULT3: SOIL CU1351FIED AS AASNTO A-1-b(GFtAVEL ANp SAND)(UNCOMPAGTED) PERCENTAGE OF MATERIAL PASSING�t4 SIEVE : #4 100% (TE37 bNLY MAT�RIAL PA.SSING�t4) OK #5010°k-100% bK #100 0°�-2096 OK �200 0%-596 OK SAMPLE MEET$TITLE 6 PILL SPECIFICATION �99°�SAND RESULTS: PERMEAB�E MATERIAL-CLASS I<2 MIN.flN. MATERIAL(0.74 GPMlSF� NONCOMPACTED SOII.DESCRIPTION: M�DIUM/CC?ARSE SAND 1��4+-�Y--�'�-..,?':S;.r , � ��' [7An'IE�C,�\:,:,, �, f)Jl>I.A � ':� V4 �j � _ .Yt .QPf5b2 � ! ..:�. ... f,l- .. �� ��1�(• ��'ti`,�:. � . �t.. �.,t T E. C,\ ��JOM�t, l:S�... , down cape engineering, Ine.SIEVE SOILS ANALYSIS 157 ROUTE 6A YARMOUTH PQRT, MA TW#2 ; ; ' G'����Q�(�D DATE OF REPQRT: 4/2$!17 a JOB : GRAlN StZ�ANALY$IS.s�Err�r�sr JUN 12 2017 � SITE: 157 RQUTE 6A, YARM�UTH POI�T HEAI,TH DEPT. LUCATI�N: DGE TEST HOLE #2 � , SIEYE ANALYSiS Weight Sample(Grams): 131.8 SIZE ;WEIGHT RETAINED ; % RETAINED ; °Jo PASSED j - --------- ' -----�sum�---------- ------------ - --------- ; 1"� 0.4: 'O.d%: 100.0% � 314"------- - •---•--�------------ '0.0�------------- 0.0%� --_____-100.0°10 { . ��Za_________{""""""""""'•.-V.O+'��___�^___� O^a6/�__..���'_'�00.0�� 3IS".� O.O ' O'O'I0; 1Ob.O°Ip ����f'�����wr�������������..w��n�����wnn�r����������������'�O�.r���`���w����'���� �a ; o.a� o.o io; �oa.o�o #1 0�------ -------------------' '6.8� ----------' 4.4%�----..... 95.6'% �0------- -i•------------------- 15.1� ------------11_5%' .------- 88.5% #40 � �24.8¢ 18.8%}- -81_2% ----- -:- -------------- • -------------------- -------- ..... _ . � #i.50 : 29.3' ---___----22.3% -----•--- '9��0 —--- ---- --�- ... ...... ....... __ ___�. .77 .. _ #8�}: _ __,� ,.- __ 7,�,5 , _ _ - 5-5 1°Y�: 94: °o __ _ ?F100 ----- -� -----------------•"85.4:--------__•�_64,9%�_ -•----- -3�-1%0 #200 -------:....................114.0+-------------�.6°/a. ----------�3.4% PAN�-------i------------------•'130.2+--------__ "1U0.0%,i-------------0 0°/a SAMPI,�� -�------------------ 131.6;-------------------------------------- NOTE:TEST ON PASSING#4 ONLY, 2.4% RETAINED ON#4<45%O.K_ � RESUl.T3: SOIL CLASSIFIED AS AA5HT0 A-2(SILTY SANp�(UNCOMPACTEO) PERGENTAGE QF MA'CERiAL PASSING#4 SIEVE : ' #4 1Q0% (T�ST QNI.Y MA�'ERIAL PASSING t�4} OK #S01Q°/6-100°!o QK #1pp 0%o-2p°�6 DOES NOT MEET ; �200 O�Yo-'S% DQ�S NOT MEE1' i SANIPLE DOES NOT M�ET TITLE S FILL SPECIFICATION � �86%BAND RESULT$: P�RMEABLE MATERIAL-CLASS 1 c�i pqlN./IN. AAA'1'ERIAL(Q.74 GPM/SF) NONGOMPACTE� SOIL DESCRIPTION: FIN�SAND W!SILT ,�,e,s�t4i�'y�M"5��:�; . "� .. ; �c3 t7nM t�� 11 `\ �3 QJ<il./� 11"� " CIVII. """' t � .-�'0 r `—` c� e• ,F . �;�' � ,��.��;��.r�G`a '�'�GNAV. t•N f 0 I I .. ' ! � z� N iy� � � ( �� � - " ,/����/�� D�pM hom Swhe� Soil Honten Soil T�rtun Soil Color Sal Monbnp OtMr — 1 f� ,L�. 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