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Home My WebLink AboutEngineer Plana, M R., ty 7t7P OF lVUNDA770N 00' MIN - 10 �SfIN. CONCRETE Covz)?s 4' SCHEDULE+'40 P. V.0 r MIN, PnrH 1/4 PER FT. 2"LAYER OF EL z 77 101. 0 CONCRETE- COVM MASHED S/`?t?NE, EL=1000 • - - = - • , .. - - 4' SCHEDULE 40 PVC AaM pnrhr 1/4' PM? 17: CLEAN SAND 3 =-6 �' _ 13.rnFFZOA' LANE 28' MAX r • - INVERT iMIN. 14' - - EL=97.2 G� nvnw/ 6 S. a a a r o ° °° $ oo RVVERT 9AFt7S EL. = 9?: 3 EL. £L. = 96.5 EL. = 97 5 96.7 __ ° = (TO BE PLACED ON FMV 8CM - DISTRIBUTIOI VEL. 9 ° a e ° ° o °o 0 12" u o o ° o °g ° o ° °e e - 94. 2 ' 3 &-HAAXAUJ' CoIrPAC7m OR 8' oP =.Vr BOX LOCHS _ _GALLONS ?t7 EE 1lATER T)W7E0 12'X 32'TRENCH FORMATION SEPTIC TANK III MOPS THAN ONE Ot TLEr � PLACE ON 6" s7t7NE TIO 3�s. ,� 1_ Na SOIL ABS'ORPI ti . SYSTEM (SAS) • ' } IvorPROFILE OF �� BOTTON OF TEST HOW -Al T' " SEWAGE DISPOSAL SYSTEM NO.OBSERVED- WATER NOT TO SCALE TP I F.LE'Y.= s9 ?' 2• E7Ctt= 9s . �j2'� �3 40 " ,�j PERC RATE' MIN/ INCH AT 52 70' INCHES' PERC RATE 5 NN-1 INCH AT 48 -68 . INCHES' TP 3 ELL+'Y. - 100' tiV hd 00 OO, -e �j r - > _ : . g� A' 1 �l GENERAL NOTES /At 1)- ALL. MORKMANSHIP. AND MATERIALS SHALL CONFORM TO D. E P. t{ TITLE. 5 AND THE TOWN OF _�._--- RULES AND Ii if REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON. SEF77C - TANK SHALL BE BROUGHT 70 07THIN 6" OF- FINISHED GRADE, 0771EJU - WIMI'V 12" • t 4� 3) ALL C1)MPO'YEN75 OF 77M SANITARY SYSTEtf SHALL BE CAPABLE OF DEPTH NORM TEXTURE COLOR MOTT. OTHER 0-9" A LOAMY SAND 10YR 4/5 MN9 Ti7PSOIL 9-38 B LOAMY SAND 10YR 8/8 NONE SUBSOIL 38-120 C1 SAND. 10YR 7/4 AvNE' FAT 7v IM" 97771 CRArn DEP771 NORM TEXTURE COLOR' M077: OTHER 0-10 LOAMY SAND 10YR 4/4 NONE maM - l0-36 LOAMY SAND lOYR 6/8 NONE sv2mlm ' n-r 38-90 C2 LOAMY SAND 10FR 74 NONS snr WAMP 90-120 C3 SAND OM 7/4 NONE I �nz DEPTH HORIZ 7E'XTURE. COLOR . MO7T. OTHER 0-10 A LOAMY SAND IOYR 4/4 NONE 7t7P SO 10-33' B LOAMY SAND IOYR 4/8 NONE tWCJL -136 CI SAND. 10YR Y/4 NONE". FM IV GRAAVEL W THSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN o 10 FT: OF DRIVES OR PARKING AREAS. H—RO LOADING SHALL BE 54IL TEST USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. ATE OF SOIL TEST 4 9 97 SOIL TEST DONE BY DAVID L BENNETT RLS ~ EASEMENT S.F. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL WITNESSED BY: AMY VONHONE Y. B. O H. ,t BE MORTERED IN PLACE. 5) NO ' DETERVINATION HAS BEEN MADE AS TO COMPLIANCE i3'I7'H DESIGN CALCULA TIONS: Q,` O © DEEDED OR ZONING REGULATIONS. OW IS TO INSTALL 3-(4X8) RO7VNDO FLDA' DIFFVSERS , > , , 3 ,� OBTAIN SUCH DETERYINA77ON FROV APPROPRIATE AUTHORITY. NUMBER OF BEDROOMS . . . . ` EXCAVATION CONTRACTOR GARBAGE DISPOSAL . NO � �r� 4' STONE' SIDES AND ENDS AND t� ,0 6) UTILITIES SHOWN ARE APPROXIMATE ONLY - •'� �~ LOT 57 IS'TO CALL :"DIG— SAFE" AT 1-800-322--4844 AT LEAST 72 HOURS 12" OF STONE BENEATH SYSTEM TOTAL ESTIMATED FLOW _LO_ GAL BIB DAY x 3 BR.) g, 1 PRIOR TO COMMENCING WORK ON SITE � 12 W X 32 L < UIR D SEPTIC TANK CAPACITY �00 GAL DA Y 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVA774NS AS (YELL REQ E t SITE COND177ONS PRIOR 7D COMMENCING WORK ON SITE , SOIL CLASSIFICATION . _L., 8) PARCEL IS IN FLOOD 20N __ Z.____N.. DESIGN PERCOLATION RATE .. MIN./IN. t / 9) LOT IS SHOWN ON ASSESSORS MAP __ 133 AS PARCEL EFFLUENT LOADING RATE . .. • 74 GAL/DA Y/S.,r 10) CONTRACTOR SHALL NOTIFY YANKEE SURVEY Z4 HOURS LEACHING CAPACITY (AREA X RATE) 414 GAL/DAY PRIOR TO SEPTIC INSPECTION RESERVE LEACHING CAPACITY . 84 GALIDAY 33" 11) PUMP AND FILL CESSPOOLS) ) (3.2 X 12 X .74)f(32-t32-f-12f12 X .7d JOB NU�t1BER 5.,,j20�j ,,,._____ SHEET 2 OF 2 • 3 - j mn N88;?4'57"M } i 89. 35 i r ! , j FLT+tn!N7' A.4RI�10as S,! t�j LOT �`�' s . t 8y 9�s` �-�_i >rj_ > ' o , PLAN REF 26 �' D, Box y , / i . i �, t i i ; ' 8t tit t� ,? IC`1 L� C 31551 E SITE..PE.A N / 1 $ 1 m7nmi" i �1 SAS �° _. = __ �a3 E , ► ; A 0�' LA1 tTl? I11T �Pxo-Poste , , Iw mr o'tb4 x' ASSESSORS .MAP 133 fro. \ \ \ t l0o sTTO o o _ w = __ a " , ,. , , ; , ; , , YA RMO TTH. MA. T .� -o_'rat ��t , _ PRE'PARE'D FOR LEGEND X = SPOT ELEVA TIONS 1' CERTIFY THA T THIS ',SURVEY AND PLAN TYERE MADE IN ACCORDANCE- TVITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE. PRACTICE OF LAND SURVEn tTG IN THE COMMONTYEALTH OF MASSACHUS'ETTS. PA UL A: MERITHET , R D S. .DA TE ml� RES. ZONE: R-40 loo , -PE'T R TV. mo U_ZTON LOT ' V 6 : p�pOs'D �i ' , / JP - CA7CH SETBACKS.• _. ,,�, t AREA-42846 S F. -�� c _ - ' / fA �� / J j , ♦ 0 to: WA FRONT 30' �� SIDE 20 REAR 20 HAY 20, 1997 r T t -REVISED JUNE 6, 1997 r rP,{3 LOT. 1 0 58,23336.. 1 _ r fifi e�;�\ `--- FLOOD ZONE "C" C� 65. ; .IB7 3B ; ` �.. - ' FLOOD INFORMATION SHO IYN ON vi1Y ` HUD MAP DATED 712192 f - ! PANEL ,3F 250015 0001 D LOT 80 ' N, ♦�♦` ♦`*,tw Of pisoS�H of \ N. ♦♦ �♦ o�+ 1 URM �f pQ' rAULA. y ► ' is u t�rZ`tit;+ld v - - - • - .•". - :.. • - • '- - . • • - - ' • - - .♦`♦ - - - : -• GRAPHIC SCALE . • ;•`f �'� . � �; a`�'- �,'�F^rer-;��.�::`.;' - 30 Q 30 ' . t0 120 • - - - . .w..w..Yr. Y..,-rray.u.......•.n.._.»s....-a. i_...v. ....,.c}. .w.. > HSE IN FtET - YANKEE :SURVEY- CONSULTANTS -- 1 inch = s0 IL' UNIT' 1, 40 INDUSTRY ROAD-.. • P.O. BOX ' R65 , MARSTONS MILLS, MASS. - 02648 TEL: . 428— 0055 FAX - 420-J5553 -%-- JOBf 51301 DPC '