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HomeMy WebLinkAboutEngineered Plan - Rev. 2008INSPECTION RT 4" SCHEDULE 40 PVC 'PIPE OBSERVATION PORT/0. ,1 b m,' SOIL. TEST ) TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR . MIN.' PITCH` 1/8- PER FT. CLEAN SAND ' 4' PVC PIPE .PAINTED T 10 FT. INIMUM FROM SLAB OR CRAY& . SPACE 2 . LAYER OF FLAT -DARK GREEN OR , . , DATE OF SOIL : TEST .--------�� ----- LiJ �' SOIL TEST DONE BY----=�°��--= . ECFV. = 9_8 10 FT. MINIMUM 2" PRESSURE PIPE 1/8 TO 1/2 =` BROWN WITH CARBON. 1;Ps (N.G.V.D.) 150 PSI MINIMUM ELEV. _ Ia WASHED STONE FILTER IS REQUIRED''rn'`"t °t' iustp€� '� 2.1'1 WITNESSED BY CONCRETES / .2. ` i� ►� COVERs- ovlt,It�fi p c C�' t.,2 OBSERVATION HOLE 1. ELEV. CL)Lrm rvo,y+D z PERCOLATION RATE <�_2 MIN:/INCH AT .I S- 34_ INCHES A19hI(1�� "t+l ?aC PUMP SWITCHES DETAIL — s r�C� IG.SS 4 CAST IRON PIPE �.., °' ALARM ON i�/67 (OR EQUAL) MINIMUM 2-0" c cul PITCH 1/4 PER FT. oLEVEL I > PUMP ON BEL A7800 FILTER �� ° I oELEV.SUMP- ELF�V. 6 ELEV. - FLOW LINE * �1_ -- ,.tee-.IC9�-'*�' EVIG •tt0ar NVJ , 03L6 ($.S" 10» DISTRIBUTION E EV. = m6�s ', ► c.. PUMP OFF PLUMBING TO BE RASED ELEV. = MIN DEPTH HORIZ _ •TEXTURE COLOR MOTT. OTHER Small Rib ore i �--1- Al At t� J R 4� IS ?j4! I '1`'a }411r-�' 1 AND RE -PIPED BY A ' 5 '� 3/8., DRILL --�7 I c CUL T£C c -•4 DCI4tj I vu I S _ •r A C. �.A�AFFLE � HOLE BOX z WATER ENCOUNTERED AT 14- ELEV. _��LICENSED PLUMBER AS EFFLENT FILT vii TO BE :WATER TESTED FORMAT/ON WELL M (�! 2�j -. NEEDED ELEV. _'� ELEV. _ :7 .�___. �. _ (TO BE'PLACED. ON FIRM: BASE) O INDEX ia CHECK SOIL. . ABSORPTION E OBSERVATION HOLE 2 ELEV, ____;__ cin ADJUST 1 "•5 �-+ LIQUID OUTLET VALVE 5r*LibH .Pw- 10 SYSTEM (SAS) 'i -i �� L - _ -_ IN./INC INCHES DEETH TEE (TO BE PLACED ON FIRM BASE) ----- 4 FEET 14 INCHES Cujs�T c1* wL 'e_.I�tmrT7' r01✓ - 5 FEET 19 INCHES, fG t t DEPTH OLA HORIZ RATE M COLOR T MOTT. OTHER EXISTING 6 FEET 24 INCHES PUMP �i-''��- � �uv..v.. !io X q � � � �� 7 FEET. 29 INCHES USGS PROBABLE WATER TABLE ELEV. = _ 8 FEET 34 . INCHES • 1 500 G.S.T. - • CHAMBER o CONCRETE ���. I� ��� Std'-� OBSERVED WATER TABLE. (� /Q : /t;•�) ELEV. _ _.��_ _ /C BOTTOM 0 TEST HOLE ELEV. 0. CONCRETE �ri�-- ►� SEWAGE DISPOSAL SYSTEM PROFILE 1 . PUUP CHA UBER CAL CULA TIONS: NOT To SCALE 4ev .e REQUIRED FLOW PER CYCLE .25 X _Q = __$�� GAL:/CYCLE �va G1, Li (,, vi cuwt E :S&MD TM NO WATER ENCOUNTERED AT ------ ELEV. _ _—____ '� ii ------- VOLUME PER CYCLE _82.5^ GAL/CYCLE /7.48 GAL./CU. FT. = _�t.03_ CU. FT./CYCLE � � CON -TRACTOR ®, FIELD DRAIN- C-4 SECTION VIEW ' VOLUME OF WATER {N PIPE 3.14 X -0.00694 X FT. _ : _21$_ CU. FT. �tJ�v' a2 ii"�sq D T. S TOTAL MINIMUM VOLUME PER CYCLE xe ,21, CU. F.T; �oC 5' NOTES :. DISCHARGE _122L CU. FT. /36.11 CU.FT./FT. _ — 0.38 __ FT. 2 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE b 33D/' REGULATIONS FA A r, 1.27 REQUIRED�_� PROVIDED ,cd� o� EwACE RULES AND RE CATION FOR THE SUBSURFACE DISPOSAL STORAGE CAPACITY GAL. /DAY /7.48 GAL./CU.FT,/36.11 CU.FT../FT. 2 ALL -COVERS : TO SANITARY UNITS SHALL BE BROUGHT T WITH OF --t=—� FIGRADE, g• �}' (� 3., ALL ISCOMPONENTS OF HE SANITARY SYSTEM SHALL BE CAPABLE OF BUOYANCY CALCULATIONS: t� WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN: - LOADING S _ E .. 1000 GALLON PUMP CHAMBER 9 8 USED UNDER RORSWI HIN 10 PARKING OFDRIVESOR PARKING AREAS. B. . 4 . A NY MASONR -UNITS USED: Rl G 0 5 0 GR A MORTARED IN PLACE. WEIGHT OF WATER DISPLACED 5 N O C AD SH LL E _ - 5 NO DETERMINATION HAS BEEN MADE -AS TO 'COMPLIANCE WITH DEEDED 483 X 85 x (3.5-1921 x 62.5 L$$, �' g V ti OR 'ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH ,,,,� �' .1 DETERMINATION FROM APPROPRIATE AUTHORITY. 4 - WEIGHT OF TANK PER ,MANUFACTURER LBS.. e �,. 6. UTILITIES :SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR - IS TO CALL "DIG SAFE" AT 'l-888-344-7233 AT LEAST .72 HOURS EXCESS WEIGHT TO OFFSET BUOYANCE PRIOR TO COMMENCING WORK ON SITE. c - - 7..` CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS -- $240-4055 �� LBS.' / L 7- INSP£CIIDN PORT SITE CONDITIONS PRIOR TO 'COMMENCING WORK ON SITE. ANY �- . _ - 0 VARIATION: !S-70 RE_-BROUGHT._Tn TH ALTEN [IQN QF_7FHUESI:GN - -' t. EGET . ;L > S. ! - — - `EntG,h ilrM MATELY.: EXISTING SPOT ELEVATION .X0:0 6� 9 r 0 COD w$ �\ o oITRA 0 0 0 0 o e o e r 8.:: PARCEL IS 1N FLOOD ZONE 0 0 0 0 0 0 0 0 � - 9. LOT IS SHOWN ON ' ASSESSORS: MAP wQl� _, AS PARCEL _1Z;i.__. EXISTING CONTOUR ----00-_-- fig' p Zk,� $� - FINAL SPOT ELEVATION 00.0 FINAL CONTOUR oo ,� NSf£R TUNNELS (TYP.) SOIL TEST LOCATION .� w 2. !:T *tet 1 s_ qw. UTILITY POLE ® oma, w�► t'+� `n ��. TOWN WATER —W z--� Y! _ CATCH BASIN /Dl `� GAS LINE—G-=-- C 1 $ 4 : ;. CESSPOOL P g . / g' b. -1 ,S ,�a THpLU�ta �.. CLEANOUT ---ems C.O. _80J00'/ DE�,i' f CK ° - �'^ ®° �i� l0h Department Mode/ FD C-4 R . Smoll Rlb OM r_ or e 2 - 2«M • Model FD C,4 E Small Rib ore i r 1' dit 2" '2« r At O's 1000 g� r -;, DESIGN N NUMBER OF BEDROOMS 5 GARBAGE DISPOSAL UNIT 9 ✓ a' TOTAL ESTIMATED FLOW g ( 110 `GAL/BR./DAY X. BR.) - /DAY _� GAL. REQUIRED SEPTIC TANK CAPACITY !max? GAL. o � ACTUAL SIZE OF SEPTIC TANK SW_ GAL CLASSIFICATION �, 1�`'• �' � - ...SOIL DESIGN PERCOLATION TION RATE < 5 MIN./IN. 'EFFLUENT LOADING RATE _,0_74 GAL./DAY/S.F. 1_2� ����'�. +��• ; ��G-t<.?��,..�t. ���'" F��''�C�.h'L., t'`i�?: t�.7 S�/ 9g �® l �mwv --- ► lJ c�.�� �Q �NAOF�f4e ► .� -- _ Date TANYAs DNGNE4tT .� ,> APPROVED: BOARD OFHEALTH �„ LJ DATE : AGENT t, z•..� �.,D. �c 4 t1•"' .:� .Utt!>I4 - w - . WG 2008 TADCO © 14 C: 1 S8 I PROD 1 2733 00 1 dwg 1 2733�sasD