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HomeMy WebLinkAboutEngineered Plans - 1980 � �' � � 1 // i �� ao:.. — � �� � . . . � — I— t ��T TES i �lOLE � o `o . . Eiev,= '14�1--� 'o. -- ��� �, � — . $l� /� ( \ ( '� 2C�9.5�� ,�� p �j � �� � p , U Q I� � � p,`^�� 0�° q4y � p m P O' •%�_� i i � C� 55'} I " }'t� '� '��� (nOOj 5.� f ,�G,� 75`3--� � il � � n � 4� "`. 4�' � 6'' _,_� —'— `� ~ � I �- dr�J¢`i`ra�'_ -_""v W ' � v � �:=--- � 0 � � � �(pvJ`} /'1 �Ld' h�tat - 4 v�/p.}or-ry R ` `� . . . (zeSCrve. .r��r� � N.c r� � _,.-.-". 1 � D�O.M �-- ' � ' � . � .P � . \�O�y O �lo ��7 C�Y�� __.._a � I m � m,.,. ��P �- . . � � N . � Z5' i I � i � � � � � ' � . qj : �W.,�r�. . pf+`' ^q 3 3�,� `� ` I �' - I.D i � I 2!¢.24 ��' � � � � �� .� �n --- . . /LQ� �� B.M. E{CV.= Cv9.So . � l er. -�o-� bo)�t of L�yd, l.7a.a'vr.-� : �-(.5. L, 3. � I � . —�--DISTANCE AS CERTIFIED . -� I HEREBV CERTIFY THAT THE OUILDING � SITE PLAN I� SHOWN ON THIS PLAN IS LOCATED ON THE L._OT /O "TOW.eJE f�/c.��� ', � GROUND AS SHOWN HEREON&THAT IT LOCUS: � � CONFORM TO THE ZONING BY LAWS OP THE YA2M�U7-N MASS.� � �� TOWN OF WHENCONSTRUCTED. DATE ' I� � I REF: n�'��300�C 330 -f�FiGB 95 down cape engineering PREPARED FOR: I . CfVIL ENGINEERS QeqVEAJ/�a2T J2Se4L"Ty/ 77ZUST I . LANDSURVEYORS — ----- j REG.LANDSURVEVOR _�^� 2 � //nt- i � SCALE �"—`�`"� �/ �,�o � � Yarmouth&Orleans,MA . � �ATE 7� —��7 �� r z S€CTION - SEWAGE I � -SEPTIC TANK - - "D"BOX - - LEACH gA5�ti) � TOP OF FDN 8�_�� .�Z..OF ' "' (MSL)a � tleTO 4z•• NOTE: WASHEDSTONE REMOVE ANV UNSVITABLE MATERIA OR A �ISTANCE OF 30 FT.AROUND ENTIRE LEACH �N ANO ftEPLACE WITH CLEAN COARSE SAND. � I 4 ! �� — — — — — I _�.__.___ OUT� ,� IN- OUT- II� C�� �N OUT- IOOt'�G � � ��— Co�+ IN. . rIrI.00 T'I(o.�rl TAN'K / 1(o.S2. rl�e.IZJ ' � � • ' . J 9 ELEV. ELEV. + ELEV. // � ELEV. • ��O 1 � •� I ///JJJ '1�.41 / `16.24\ � = I / ELEV. ELEV. �I�• �2' �Cb �.+� ! � . NOTE: / — �_ � I 3' oFw^-144^ i BRINGALLCOVERSTOWITHIN ��� WASHEDSTONE 1 FT.OF FINISH GRADE. 6Z.1 ...__... �Y __.. .�_ . TEST HOLE LOG r��++p,-n i�s+ �ie .lohti W. -1al�a�c� �Ja,r.�es M�Donalcl -4or . .TESTBY �or-'D.C• E. l.�ar. (�• o-C N�a��.r TEST DATE z,�L,�19�0 WITNESS �-F BEDROOM HOUSE . r.H. # 1 �4.1 T.H. # � DESIGN . � 0'�_� ELEV. ELEV. � NO I_Oa. � �b6o� I � PERC RATE C �- MIN/IN. DISPOSER D�SVOSER � � Z!" 7Z.� � FLOW RATE 44 o cca�.ionv� 440 i SEPTIC TANK 44o al (i.5�= ��� I REQ'D SEPTIC TA�1K SIZE � d�� � Ci� I �� �.y� LEACH FACILITY SIDE WALL Z35.�5,-� X (2.5) - 589.o G/D. a� . BOTTOM i 2Z.n s.f, x I l.c ) = 12z.4 G/D. TOTAL 3Sf3.35-� _ � �•'l ��ac� �44, n 62 � USE: �1� �' '� Co� LEACHING �3H511�1 wi-�-Y� � � �� W!'....�hcC� �oI1� � �� WATER ENCOUNTERED NOTES� (UNLESS OTHERWISE NOTEDI I e ��"� I 1. DATUM(MSL)�TAKEN FROM___ D���« _____QUADRANGLE MAP p 5 - J �4P'�S� G � .,�4 I 2.MUNICIPALWATER____"�s__ .AVAILABLE � .i � ��. � �� � / 3.PIPEPITCH: 4"PERFOOT R 0� � �s r�i �� .;'( ^ �P �ES 4.DESIGN LOADING FOfi ALL PRE CAST UNITS:AASHO- �- �� -44 �� yf/ �� � ' 1 � 5.MIN.GROUNDCOVER OVER ALLSEWAGE FqCILITIES: (1) FT. � �� ��%+ ��M �j,'��°� ��� 6�s�� - 6.PIPE JOINTS SHALL BE MADE WATER TIGHT � � 5.��?8 YL r � �49 : . 7.CONSTRUCTION DETAILS TO 8E ACCORDANCE WITH COMM.OF MA55. /� �`t i" 1 STATEENViRONMENTALCODETITLE5 � F�,.T�'^"�� Z�.+ �fyy6E , , e �� .y�`�cz,�,� � � �,�rp.�Ci' �•-: �'''�:�� REG.PROFESSIONALENGINEER , ���iJuE£� . �/ BOARD OF HEALTH CONTOURS (EXISTING)------------- - .�'� Y�1eMr�vrN (PROPOSED)-0-0-0�- APPROVED �AT —__f MA