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HomeMy WebLinkAboutEngineered Plan - 1980 _ _ _. ..�. _ _ ' I �� 8.*�1. E1¢.Y. = 825� _,_y- GJ+o�v of' C,!?. �� . �,-.�i-✓m : r.�,S.t.-.� I � i � � \ ` l I \ , I <L°� ��� �3 1 _i— .. a� � � �\5`9 b \ , i o�'3 Z�¢ 5� � � � �q.\ 1 �`\ / �'' ��`� \.In 5,i .j9.4 1 � n-, ' ' ( 6^-- 8 f� _-- - , \� 1 �n 25,8']S 5.�� �"��. ---�e ,a��1 __- _.-- N �� �r - - �1 �-- ,;.� '�q � '� {ex i .,��':,r R ��} �\ 2G � N d:n1 •6, 2'-v�� .�--'`i�'"'_,. 72. 3"1.W �/ ��M � 1 O��'(� _ � NGv��A•�I � � '� 1� , �V r \ Reserv 3 !� '�'� o ��o °�vp �—. --- � N A �� m� �y5� , O � �V^ 4�,�' � � o . �Zo�� , ,��- o_ �� ""�+ 45'} '�E>i' 4.IoLr� ,o_ 1 , � E led. � �4.I �� , 8�� � 6�� , � d '� a � Ak� 09� �• 3 �. � i��c=� ��\ Z 5 ,;' i� ��� � 1 - -- / Lo/ �o )- � II i ' l � a.M, e��,,._ �g.4- on ca+cH I',�p�.s�✓+ L7A+�m : M.S.L,f I i i I �—Q--DISTANCE AS CERTIFIED � I HEREBV CERTIFV THATTHE BUILDING SITE PLAN � SHOWN ON THIS PLAN IS LOCATED ON THE . � �OT �� �tTOWNE H/C�G.�� '� GROUND AS SHOWN HEREON&THAT IT LOCUS: � CONFORM TO THE ZONING BV LAWS OF THE yA.2M0l1TH� Me9 SS . ��I TOWN OF WHEN CONSTRUCTED. DATE pL.CM /30�K 330 - �F�GE 9b I ( REF: down cape engiaeeiing PREPARED FOR: I CIVIL ENGINEERS L�7�/EAI�-Y1.P_T �EAL-TY T7elJST LANDSURVEYOR$ REG.LAMOSURVEYOR � SCALE /,•_�G� 2�6 /'��o Yarmouth&Orleans,MA DATE � 78���7 i _ __ , � -T-r=.-� SE�TION - SEWAGE -SEPTIC TANK - - "D" BOX - - LEACH a/�5i w.I TOV OF FDN HH_00 (MSL)A ••2'•pFV8T04z'• NOTE: WASHED STONE REMOVE ANV UNSUITABLE MATERIA OR A DISTANCE � OF 30 FT.AROUND ENTIRE LEACH �N AND REPLACE WITH CLEAN COARSE SAND. 4 _ _ �—�-_ � _ � � _ _ � OUT+ � IN� OVT- �I � I 00 0 �— 0 } '� (p�. I N- aS.OPJ S�h.77 TAN'K S�S� A�F.IZ ` � " ELEV. ELEV. ELEV. j � ELEV. '� ��a " ' //rr B4-4r / B4.��+ \ b.s' / ELEV. ELEV. �g'�y / I�� r NOTBE�.INGALLCOVERSTOWITHIN r --�- OFYs"-14z" 1 FT.OF FINISH GRADE. 1 / �Z �—� — — WASHEDSTONE 3ai"f'vm �ES'� h4o�C TEST HOLE LOG Jo1�n ��1. �c1�ck� Ja,mes MC�oric�l.� �or TESTBV �+' �• C. E. (�{q,r. 3d. �� Ne.�I+h � TEST DATE ?���� '�''��p WITNESS l-F BEDROOM HOUSE DESIGN T.H. ,r 1 •�4.1 T.H. # � ' p'� _�G ELEV. ELEV. NO Loa � �bsoil PERC RATE � Z MIN/IN. DISPOSER DISPOSER z!r^ �Z.� FLOW RATE 44�Ica�.ionv� O SEPTIC TANK 440 �C (451= �e� REQ'D SEPTIC TANK SIZE � d p� CI Q n LEACH FACILITY �� M d� � SIDE WALL Z3S.C�s.f', x (2.S 1 = 58�}.o G/D. BOPTOM IZZ,'7 a.�• K ( I.o 1 � 122.� G/D. a'� TOTAL 35f;.3 s.�: = I I.'1 ,c�ay !44„ �2.1 USE�: �1.� �oxG'� LEACHING �AS�rJ �,o w�+G, 3' o-F' ��/ashzd S-I-one. WATERENCOUNTERE� NOTES� (UNLESS OTHERWISE NOTED) ���� � 1.DATUM(M5L)�TAKEN FROM. .��N}�I IS""'_""'_ s �,' � Y wf,�,JA�eFY_,;�'Sy _QUADRANGLEMAP t - • � � � 2.MUNICIPALWATER_.__�S . AVAILABLE 1F ., � �.�F �.y'�' fAr�ES.`..:�5. 3.PIPE PITCH:4e^PER FOOT +y; \ y � �1- �CJ 4.DESIGN LOADING FOR ALL PRECAST UNITS:AASHO � -44 i � t f ) N l � 5.MIN.GROUND COVER OVER ALLSEWAGE FACILITIESv (1) FT. � i :� a �c� B �4�(d�{/.� � �; - 6. PIPE JOIMTS SHALL BE MADE WATER TIGHT / F � ' 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS �-. f"'�I� t` ��' �� STATEENVIftONMENTALCODETITLE5 � x� 'n,�.�/3;EQ�'�j��; �rv✓` '� ::) `"--e'' �. . _ � .. • , ,., ,.���.i,F ��_ .. 'a., REG.PROFESSIONALENGINEER � ��/�.�^' . � ' �� BOARD OF HEALTH CONTOURS (EXISTING)------------- "�'¢ �� (PROPOSED)-0-0-0-0— P.PPROVED DATL>��` -j' �'✓e/' �¢MovT�-!� Mq I