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HomeMy WebLinkAbout4-A028,, � . ,.. _ - ;m..,o,,, ._.,.._ �_.__.,._._. � �, � , � / � . �i / - � ,, � � � ." , , '�, � � � i LA? 2 (#t4HDYILLE CNALKE ET UX BK.l036 P0.1 ^ PL.9K.242 PG.39 r..� __ _. __ S65°00`30"E i 228.41 a v m , " I o, � : f . '� t4 � k�� � 4 ��,4�, � 2 ��' ��' �r 1.15 ACRE,S � M` �� k. RAYMONO DARLINO � ' ti , �;...f'� BK.Itl7 P0.6 �- � .. ��` 1,I � /� ' �'��,' � o `f � ��. �{ m / � a. " • ! M / ..x� .� , . :a.^� � . � N . . l . . . . ,. � i3� � . � Z � . . a , ' '', / ce � r� 6s� ao'aa"w �- � / , , , �or i � dA1tE5 k'. RpBERT30N ET Al TR3. I � LG.3<907� CTF, 4T19t I ��N E, tY �I i l�C: 3�0 907 A ; ! 316.T1 �.-_----------^.__. o� a � w � N 0 � �� 2� lAT I JONN J, CROCE JR. E7 Ux EK. 14QS �*p, �� CL. BK. 242 P0. 39 :�.-- S64°10`30��E � � <"5 � LOClt9 SKETCM 9CALE i"� t200' IONE ftD-3 S r t31.65 _, ,, 1� • T. 30.00 R•24.80 , A • S3.6S - GO.Op ��>3°�3p qq„W ` - , � �� k 63 36 50 VY �fi8 23 _ .�-�_�__ �._,� � 2 TE . 4 8 - - "'-'.".,.v."'_""".,'., c8 - ►v sa� as's�"w 2oo.oe �`. � ' - � , �n�� ER Et UX � I,.Eg7'ER F. i`HIMMEY JR. ET Ux f;Tf 52651 � orc. isas P0. i069 � � ' PLAN OF LAId'D tN YAf�`T10UTH ,^��aSS. FO R 6'AUL T. BLOH ET UX JANUARY 22, 1975 SCALE I��= 40� EDYlARD E. KELLEY REG. LAND SURVEYOR CUw�MAQU10, f.1A>S. _ �'-�,2�3�" APr,'^OVIIL UNDER THE 9UBD1VI3k�N fR�NTROL LA1� MOT RE4U I N �. DA,TE, /. .��^fJ/�,%T� f , . �✓^.�'�"�_.}' • � �;.�.a�.r� � ������� .��� . . . � . ��l �6�� .�.�. V �"..'' a � j '�.G�f GL.._- ��^'"r✓t�t . : . ����:°�� �!��� : � �' • NOTE— SEIN9 h 9SIBDIYISION OF UIMD � , TARk!DUTH PLAFiNiMO @C�4 , . 9HOSYN OY PL.EK.16I P0.15! . t � ; � � i� .�.e. '� � , i W O 3 .o d 4 3 z 3 g .r.�^,,*�,� ,�N 0% k'� ED'- � < 'K.6rI: EY�, No ? 597 _ _ _ -- _ __ �.. .' -- _ _�-__ __-___,.__..__ -_ -._ _ _ _ _._ .. _. .. _.. . ._ . �. _ � 10.25 TOP OF FOUNDATION .._ ELEV. = 2j_`� _-� j t0 FT. MINIMUM 3,pp 4" CAST IRON PIPE (OR EOUAL) MINIM'JM , PITCH 1/4" PER FT. ELEV. _ _La-� ELfV. = 18.25_. V�% V 20 FT. M!NIMUM FROFd CELIAR 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CONCRETE COVERS� 4' SCHEDULE 40 PVC PIPE (- M!N. PITCH t/8' PER FT. MIN. ELEV. = 78.00 . 2'0" - , LEVEL GAS ELEV. = t7.75_ 6' SUMP ELEV. = 17.58_ � . BAFFLE �� • DIS i R�BU I IOf`i �LEV. _ (TO BE PLACED ON FIRM BASE) �OX -�`�$-J TO BE WATER TES�D i 500 GALLON �� MORE THAN ONE OUTLET CLEAN SAND � . � INSPECTION PORT LOAM AND SEED 2" LAYER OF 1/S" TO 1/2' 08 MAX. H`ASHED STONE yENT 18.83 M'N. NOT REQUIRED z � 1 B.Oti °i .,� �� � �� I � o ��� � ELEV. _ _78.75_ z ( HIGH CAPACITY INFILTRATORS � IMTH STONE IN AN 'a , 11� X 48' X 70� TRENCN F03MATION .�. 4•�� �./ 7 FEET 29 INCHES (TO BE PLA�ED ON FIRM BASE) J SOIL ABSORP110N = ��� �W 252 �/ � I 8 FEET 34 INCHES I SEPTIC TAN�< ZONE A �^ 3/4" TO 1 1/2" CLEAN Tc INDEX 47.3 �� � N� �j ��B,r?. DOUBLE WASHED STO"dE SYSIGM CSAS, ^ ADJUST 1•4 �� I `_i�/ //j " fREE OF FINES & 5!LT � I� ,\ SEi�iAGE DISPOSAL SYSI`EA� PROi ILE . OBSERVEDSWATERATABLE (12/16/02) ELEV. = 11_25 � � Q�� , I 1e � NOT TO SCALE � � BOTTOM OF TEST HOI.E ELEV. �__� 21__ � 2k :.� 16 � � � � ��� /� �r � p S � •- ,`\ / ` �� O�O��' ` �\1 _ - Q Q�C�' k�' N / y, � �. t9ti�1 I , � rr' � / . I Zbd� �° /, �� I ��, 39 ; ; �Q / ��> � ) ( 5p�� eo � $EPTiC TA�K il � 1� 4 � � D. BOx � �� / B � \� . ! .! / . . . . . � � B?g. � � . � � t l i i� . � � � / • 14.22 � \ � ? �' /I I � ' � ♦ � � . LtM1T OF � � . l � . � � .. . . . . . ` I J s ovFRoic �,� rr.00i � J � , I y � 19.� ` � � � � � �' I � � \ �e LCT 2 ; � i il �i ` 50, 329 S.F. l+ I ��t i/,�/� : i I ' \ U�� ���i � \ �`'Y,� ___ , . � ��� � � � � � � � C��� �/ � 1 � ^� � ' �� . , 0 • . 74.39 � � _ \ � 'P�Q,s, 0 � � �` � � . � . y � 1500 GALLON I � -. SOIL .. 0 \ SEP �1C TANK /���� � �� �sT 2 � �� • i�.z� 1 w � ``� ` \ ` ��� /� \ o ,' , � • �a.so ` �,ia.si /� � E.�, A C� >s9s, 1 ' ' � ` � � � J�/ / \ �( \1 � � � � � '� � �' � • 19J8 � � i � � 14 \ �ri4J , \ � � ,�2 � � i � �" �/(/y � � �� I \ \ Zg v� ���� I / ( `-' vV / �\ � � 18.78 � � o ! � \ � 2Zi '� - \ � � SOIL \ I \ o m `o� D. BOX p ,, � � . 21 1 / \ � TEST t I � � a \i � / 1 ,�� \ � 0 i a.2s � � � ; >s. � / � ` � , � � � � o�, ' � � � � I� , % 1 . �' \a 1 \ � \�\ ��� i�.se ` _'�•oo. � J� 1 � � � �_ 1 \ � � �� � � � � 2 � � \ , 10.18 \\\ \` 'I L�T � \\ , \ \ 18.40 /// �� ` � 5LIOVERDIG � /� �\ \ i 44,195 S. F. - - _- � �\ / � j -�, � `M �` �, � � � \ t � = 5.33 \ �� / / �♦ \ . V>a -. � , � / ��/�' � �v �� � �=/P,.�.�� �,. � � � , � ► ^^' � \ U /`� 5 . , ser� ; / • 10.92 � �S9 ,' ' �\` _ � _.__ , � I � _- TEST 1�- _ �. , ^ , � ,,�. � � _ �� -- _ _ �\ - _ __._ __ - d -"� �,e s�- ��t� �,, .. / \� • 12.71 �.. \, ��, 16 _._ _ ., \_ �R<<'E • fi7:50 � � ___ ' , _ _._ . � � � � . � �..� ,.�\� . � ...__. _.._ � ' -- � .- � . / \ ' ' f 10.23 _,�. ���w �� \ _ / ' � . _ /__ 8.ao� � t _ �� �-� -__ --_ l �10.67� � � � \w � Y/_� � � � � ,_� `� i �� I � � � . is.2n"_� � l ' .g�gg \ ♦ \ / ,�/ 1 \ \ � � � � „ ♦ (�' �\ \� � � j �� �\ `�K . is.i� k i�� i I � , � � � � 1 sc�� \ ' �� �. � . 11.34 � �� 1 TEST 2 � � ,1� --�.e�s��\ , �� \ � � � . ` _ ` ' J . . . �il .,..��... . . � ` � . . . L+� � • 10.17 �- - �4..\ \ �p �/�� � �l/ � � � \ � � . � w � \ i i ,� • t o' 2a � \ _ , � �,.� _ • 10.61 \ }" . � ��\ � _, , . � �, ��.... / i � ► � � �-� � � � � �w � / � � � ���rq.52 � l.EGEPlD: . ,,.99 ' I ��o � � � � , /�C�I EXISTiNG SPOT ELEVATON x0.0 • 10.61 i oB. � � � --' � EXIST?NG CONTOUR --�-00---- FIN.4L SPOT ELEVATION 0. FlNAL CONTOUR 00 � SOIL TEST LOCATION � UTIUTY POLE `�Q� �TOW'J WATER mW -• W CATCH BASM � �0� . . GAS IINE � G ' CESSPOOL� � CLEANOUT -�'' C.O. ' / , � ♦ '17.91 / (�' , � \\ /j/. r \M L��55 � • TO.., \\ //. \# � � � I!, ��� � / � % N 6,e ys,o K I \ � �� / / � ' � \ ! .. . . . � 1p�OO, . � � . . . . . . . . � . , . . . . � . � � _ . i \ cbr� a.�. ' � !rn��-n. � � � � . . . . . � . , . . � � (,ecY .) � . . . . � . . . . . . . _ � . . . . I . ;, _ �\ ��1.68 �� �z_ , _ - -- - � _ _ . �...__ . �_�__m_� _ _ . _ �. . _ ._,___�r�.��. _�.,�, SOfL TEST DATE OF SOIL TEST Q�C��_if.�QQ� SOIL TEST DONE BY EAv1E_SS1R`�EYJf1S�w. WITNESSED 8Y _A.�Qp1 H9h� � . . � � . . .. : � . . OBSERVAl10�+1 HOLE 1 ELEV.= 14.25 ��VAT�O�V FiOLE Z ELEV.-�13.91_ PERCOLATION RA� _2__3- MIN./INCH AT _?a iNCHES � PERCOLATION RATE _Z�_ lAIN./INCH� IN C HORIZON �� � DEPTH HOP,iZ TEXTURE � COLOR MOTT. OTHER � � DEPTH HORIZ TEXTURE COLOR MOTT. OTNER - . �� 0-4 0 FIBRIC NO � 0-2 0 FIBRIC N0 4-11 A LOAMY SAND 101R3/3 � 2-76 A lOAMY SAND 10YR3/3 11-20 6 LOAMY SAND 701R4/6 � �j . 16-24 8 LOAMY SAND 10YR4/6 . . � 0-120 C1 LOAMY t0YR5/8 4-120 C1 tOAMY tOlRS/8 MEDIUM SAND MEDIUM SAND � � WATER ENCCUN?ERED AT _36_"__ ELEV. __1L25_ WATER ENCOUNTERcO AT __44_ fLEV. = A�.fL24, DESiGN CALCULATIONS NUMBER OF BEDROO�dS � GAEBAGE DISPOSA� UNIT _1iQ_ TOTAL ESTIMATEO FLOV! ( 110 GAL/BR./bAY X�_ BQ.) __444_ GAL./DAY REOUIRED SEPTIC TANY, CAPACtTY _B$Q_ GAL. � ACTUAL SIZE OF SEPTIC TANK �_L•_�P_ GAL. . � 501� CLASSIFICATIOPI �I.__ � . � DES'GN PERCOLATICW RATE <�¢__ k�N./IN. . . EFFLUENT LOADING RATE 9.7� GAL/DAY/S.F. ..� .. LEACHiNG AP,EA 828�3� S0. FT. (»x4s)+(ssx2x�o/�2) LEACHING CAPACITY (AREA x RAiE) �$�.}� GAL./DAY 828.33 X OJ4 � RESERVE LEACH�NG CnPACiTY �4'��i$ GAL/DAY � � ���: y � � � 7. ALL WORVCMA.NSHiP AND MATERIALS SHAI.L CONFORM TO D.E.R � � � TiTLE 5 AND TNE 70W!J'S RULES AND REGULATIONS FOR THE SUBSURFACE D:SPOSAL OF SEWAGE: � 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO . R9THW 6" OF FINISHED GRADE. � � 3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPAB�E OF OWITHSTANDiNG H-10 lOADIIvG UNLE55 THEY ARE UNDER OR WITHIN rT 10 F7. OF DRIVES OR PARKING AREAS. H-20 LOADfNG SHALL BE 1V USED UNDER OR N4THIN 10 FT. OF DRIYES OP. PARKING AREAS. 4.PNY MASONRY UNITS USEO TG BRING COVERS TO GRADE SHAIL ' BE MORTARED IN PLACE. 5. NO DETEP.MINATION HAS BEEN MADE AS TD COIdPLJANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAW SUCH DETER�dINATION FROM APPROPRIATE AUTHOP,ITY. 6. UTIUTIES SHOWN AP.E APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTP.ACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONOITIONS PRIOR TO COMMENCING WORK ON 51TE. ANY VARIATION IS TO BE BROUGHi TO THE ATTENTION OF THE DESIGN ENGWEER � - IMMEDIATELY. �� - 8. PARCEL IS IN FLOOD ZONE �__. 9. LOT IS SHOW'J ON ASSESSORS MAP _��� AS PARCEL _ 30__. 1D. A�L UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOP, A MINIMUM OF 5' P.ROUND SOIL ABSORPTION SYSTEM AN'3 8E REPLACED WITH SAND AS SPECIFIED W 310 CA�R 75.255: (3). 17. A NEGATIVE GRADE OF 3/4" PER F00T SHALL BE MAWTAINED�FOR A � � A�INIMUM OF 15' AWAY FROM THE FOUNDATION. � � � � 72. A VARIANCE OF 1.0' IS REQUtRED BECAUSE THE TOP Of FOUM11DAl10N IS ONLY 1' AEOVE ROAD INSTEAD OF 2'. � . J . � ._ ' � . � . . � . I . � . � � �. . � � . '�/ r --� -�-u ' iI " 2( , �J �� � �_.��' ` �` 4� �''f ^- �� � � J9 f� ;_„ �i t_ ... __ � . ._ 3 J .... 'i ' �.�.��s�� �- �lo� (�la,h , ,i � � ' `�v, OF��i„ � . . . 21.03 , � � {,' � <�A4J T �C�'t: Ii . � �� '�y{ f��e � �l � �U�"{L� � N . . ' � �: t�': � ��, �.� k �;�"� � ; � � APPi�OVED: � BOARD OF H�ALTM � �/ E � � ���`��ST£P ' . � .. �r [ .l:,�NrTAR'�AN � . . . - .. f' ; / i�- r � � DATE AGENT .. LA/i�V�J HOMER'S DOCK n m Z -� ' m � {� ' PROFOSED SEPTIC DESIGAI FOR DU�LII� CONSTRUC'T'IOh� �OJECT LOCATION T /�m �' JJV 1 �EI�ITER ST., YAR��OU�HPOR� �: �,'Ei"5'ER E1"�'Glldi�i�'G , 235 GREAT WESTERN ROAD P. 0. BOX 713 SOUTH DENNIS, MASS. 02660 oATE FEB. 6, 20�4 SCALE 1�� = 20� REVISED J09 N0. CJ$(3Z'�OZ � �oC�,TioN r�a.P R-"SE° --� SHEET 1 OF 1� �2004 SWEETSER ENGiNEERING �j � • �� t,��, _ _ . _ _ — ! �, I � I t/ i ll��..��,r i E"'1 �- _11�\ � V i4'�'ti �.. � _�n ^r;+x� � � , ';ij cO LIVING DESIGNS 2004 LIVING DESIGf I�rs�1+�EREB1'„ � EXPRESSLY RE�ERV�S'1TS-' COMMON LAW COPYRIGHT. THESE PLANS ARE NOT � TO BE REPRODUCED, CHANGED OR COPIED. O ANY ERRORS OR DISCREPANCIES . �FOUND ON THESE PLANS'ARE ( 1 TO BE BROUGHT TO THE �J . ATTENTION OF LIVING DESIGNS . � PRIOR TO THE START OF WORK. /^ lf � � � � � � �� � � � � �� � C� � �Q � � �= O o� � 3 U ��� Z � Qw¢ p� Q v� n..�F W I��I � � N Q Q ¢v Q � q N � � z ¢ � � �J Op� FQZ�'� • W � � N O Q VI � l(j � i N � r W 2 J ��� W L� l7 W � . . I I I I h ��. �,,,Z„ F- l�J � �"' W W q W ��� W � L� Q' � Y ��I W � � � Up. � � . .� . . � � , � ~ oi �1 � - 1 O U . SCALE: U� 1/4"=1'-0" W DATE: � 2-MAY-2003 > J PROJ. �: • 1529 � SHEET #: � � A-1 OF � . ,� _z __ . . -- _. _. _ _ , __ .. , __ _ _,I _ . . . . _.._.__.-. ..-:� " . - 3. . . . . ' _._._._._._._._r�oo, I O�P�r ��'�1 �./�_Li� 1i� . cOLIVING DE�I�Na�'-`.;'�Q�41F c�. �� �� LIVING DESIGNS HEREBY EXPRESSLY RESrF2VES tT$ C� �� COMMON LAW (jOPYR�GHiI J t _� ' THESE PLANS ARE NOT � TO BE REPRODUCED, CHANGED OR COPIED. O ANY ERRORS OR DISCREPANCIES FOUND ON THESE PLANS ARE / l � TO BE BROUGHT TO THE U . ATTENTION OF UVING DEStGNS . .PRIOR.TO THE START OF WORK. �/1 ui W ��; � � � � � � i, � �� � � ¢ L � � = O `a' " U ��i � 3 �J N z � A q N � I,I � � F i s � �1 � � N � a ¢� �- �" w � � Q ¢��N � � z ¢ � � J � � 0.¢1z�,p� . W �� V7 O ¢ N O � � �- l'-� = J W�`�W � � O Z �. � J � a ~ � W �`� W Q W '7 W � � � I F— Y Q' OI W � U ey � • � � � � U SCALE: � 1/4"=1'-0" W DATE: � 2-MAY-2003 > J PROJ. �: • 1529 � SHEET �: � � A-2 � OF / � °