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HomeMy WebLinkAboutEngineered Plans - 1980 _ _ _. ___ _ . __ � , I � - i i I i \ 1 I� B.ivl. Elev.= Ce9.Sca � on +�,9 bola- ofNyrl. � 1.7ti�}um: M.i.L.,� � \ IQ� � `i I _� _ !�p-r _- 1 \1 1� � ( � � , 2i4--24 ,��� � N � �o � ` ^^`° � a�` h s ' �� � � 4� , �i � C a i ^�y ��� ,�s; � Rese�ve i � � /� i zo � — -- � � , ` . � I�m�n, c�r�vewc..y . � �IaNX. — � , � � � �.�1\\�} �a I p"�-i WM �a+er7 I ` io �nv /V ` �m�n. - \ ��Q c�r�.�evva.y� _(� � �,A l n b .`g 9 25' ._ ____ — � __� q �Q � N g� � 0�� N l��C� �,9 �zo� � /p �� , � 9 �S� �a o� i d � z87038 5.-Ff � } '/ B°3 1�� � gn.\ � i 1 `9 2 / I � -- ' �� -- � /7ti�-.4/� �s� f-l�cE �/ � Z I an�.`� �°�' ��✓.= 72.4 / � (Lor 6) � ,----Q--DISTANCE AS CERTIFIED I HEREBYCERTIFV THATTHE BUILDING . SITE PLAN SHOWN ON THIS PLAN IS LOCATED ON THE � LOT '�TOWNE NlLG..�� GROUND AS SHOWN HEREON &THAT IT LOCUS: � CONFORM TO THE ZONING BY LAWS OF THE y(.a/�MOC/TN MA S S. TOWN OF � WHEN CONSTRUCTED. DATE p(�,),�/ �OOK 328 - /��nGE B� � REF: down cape engineering PREPARED FOR ���111 CIVIL ENGINEERS Q�qVEAJl�O,�T �ER�-N T7zUST � LANDSURVEYORS REG.LnrvoSURVEvoR Yarmouth&Orleans,MA SCALE /••-4'� • 2 (c /9$O DATE I8—//J , _ _ __ _ _ __ _ S�TIONt- SEWAGE � � —SEPTIC TANK — � — "D"BOX — — LEACH g�5i� TOP OF FDN SO:O� ' ' (MSL)M . "2••OF V8T0 4z•• . NOTE: WASHEDSTONE REMOVE ANV UNSUITABLE MATERI OR A DISTANCE � OF 30 FT.AROUND ENTIRE LEACH AND REPLACE WITN[LEAN COARSE SAND. ���.o�� . ��� � �. __. . OUT• II�1 �N� OUT. . . I000 C)�} �_N�_ �� OUT- .�1} IN. . ''.. � —r i-- ,., , ��.00 SEPTIC U( . t' ;, '' rI(c.�I�T TANK `7�o,SZ j � "Ilo.IZ r ��� .. ELEV. ELEV. ELEV. ELEV. ,, ��� �','/" I '1�.41 / '1�.z4 �. � / ELEV. ELEV. _��'�? � y1 �,� � 3� NOTE: � . OF H."-l�h•• � BRINGALLCOVERSTOWITHIN WASHEDSTONE 1 FT.OF FINISH GRADE. �.��� i TEST HOLE LOG _ �n.4 �11 ^ __._ � �/fiLC W.JAL/CKI ✓AMES .vr�poa/4-LD � �O"��7'n'1 I CS� HOI�L ; TESTBY F�z D-c-E. REi?: .L3ck+.ZaoFNEF.�c'�'N . '�. TEST DATEF�'���9BV W�TNESS / '.. DESIGN `-�- BEDROOM HOUSE r.H. , t T.H. � � pp"—�[ ELEV. ']'j.GF ELEV. � NO /-0.4wi � 5 BSoi[.. � PERC RATE � Z MIN/IN. oiSPosER DISPOSER . 24�� 70.4 FLOWRATE�*l+<� (ca�./onv) 440 i SEPTICTANK44v ¢ (�.c,)= �v�o � � REQ'D SEPTIC TANK SIZE 1 0 0 o I� c�,n.v en�M SA.v�� LEACH FACILITY '. SIDE WALL Z35_� s.-� �c (z.�� � 589.o G/D. �' �BOTiOM IZZ.'1 5.�. x ( �.0 1 � I zZ.r1 G/D. i TOTAL 35�.3 s.� = 1 I I•'jqal/dq,4 � i44��— —6v.4. USE: —�1-� �X �� LEACHING 13�15iP1 .�10 wi�� 3 ' a+ wash�eJ ��one, �I WATER ENCOUNTERED - ' NOTES� (UNLESS OTHERWISE NOTED) � . «.�e,a sr f * au '�. :" t� JF�\ 1. DATUM(MSL)�TAKEN FROM__ DEN�/�S QUADRANGLE MAP �a��f• '�pV ��.i�A`,�,...---.,'�Sf` 2.MUNICIPAL WATER '___'""' /5 .. ""_"' AVAILABLE � Y , $�S� ~<< .:� JnMES .c�\ 3.PIPE PITCH:4a"PER FOOT q ��+.�'1� � i^ y* 4.DESIGN LOADING FOR ALL PRE CAST UNITS:AASHO- H-�� -44 t �� ��tJ�� te "z. � R-� H AF��� ^V 5.MIN.GROVND COVER OVER ALLSEWAGE FAGILITIES: (1) FT. l' . �IS 6. PIPE JOINTS SHALL BE MADE WATER TIGHT ��q,� F - � ,{ 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MA55. � � ���� ., �i%' .. Ff �<: ,a �( STATEENVIRONMENTALCODETITLE5 � I��' ,-r�^ "'=y �: -�; 4x.\�,� ' ,TF '� G• � 1 x �- ��� ���`��E� � � � REG.PROFESSIONALENGINEER (\J`�%�'Q����, �1 i/ � . CONTOURS (EXISTING)------------- L/ -' G"�� � _� � BVOA�RDOFHEALTH (PROPOSED)��-O-O- APPROVED DA7E�c�. �'yR.MOVT4I�MA