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HomeMy WebLinkAboutEngineered Plan - 2018v S3 0 11 : - + , R CRAWL SPACE DATE OF •SOIL TEST AUGUST -301_2018 TCP CF FCU�<7A?ION - 20 FT. MINIMUM FROM CELLAR 0 C - 10 FT. MINIMUM FROM SLAB SO - ---- - IL TEST DONE BY �T.MHHAYES & _ WNWILCOX Fi EE V, _ 1C''.;.CVC _ � � 1^ F MIN!. UM `- _ -_____. _ { L_ _ _-- CLEAN SAND _ WITNESSED BY _8;' VON HONE CONCRETE I INSPECTION PORT .�y .� e i COVERS ,. 11 s;SE VA r i0 : O � ELEV.= _ 4 SCHEDULE 40 PVC PIPE LOAM .AND SEED / MIN. PITCH 1 /8" PER F T . ` 2" LAYER OF 54 -;-- - PERCOLATION RATE _ <_?__ MIN./INCH AT INCHES PI I 1 /8" TO 1 /2" WASrtED SONE ,A'.. `8.50 lRIA�9: OR FLTi_R FABRIC VENT I •gyp 4' CIA.S RCIN' PIPE �- �-r-j _ j r�-�=-�` MAx. °38.25 I4A,N. NOT REOUI;ED ---- PITCH 1/4" FE: FLOW TEE I ! LEVELERS I PL 1 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-6" A/E FINE SAND 10YP,5/1 NO . E=10YR7/1 6-14" B LOAMY SAND 1OYR4/6 ROOTS. 14-36" BC LOAMY SAND 2,5Y7/6 ROOTS 36-120" C MEDIUM SAND 2.5Y7/3 } --- .:; '`::•°--, ,�. } 120" _ 88.0 V - D R,C?0 I� _ _ 10, `- -, I N4 NATER ENCOUNTERED AT -- ELE --- J. MIN. __"1 o a L-A ' I �i Via. 2.0 i I ` ffin ; f , S� 5 R ! -ELEV, __-_ AA Y I � ,17 x I � LEVEL o 1 I I , � � i � ELEV. - _�... � s� �R�E , N � � 7� -•� GAS t-' G J 6. SU,., ..!:El = � �.l�'� _ ELEV. - s._ - 5.17 __- _ �LEV. - `_ _ _ r _ { NUMBER OF BEQROO�fS, "� BAFFLE s € � ,�$ a4 DIS' 3' ' �`"'� . a c. , " ELEV. = GARBAGE DISPOSAL UNIT, _ i , „ --- PDX .,. � 4• HIGH .,CAPACITY INFILTRATORS WITH i - _ TOTAL ESTIMATED -FLOW -- , iL+ OUTLE_~LS_ STONE IN AN - 1 z ( 11th GAL,./BR./DAY X E',a) �?34_ GAL./DAY _(TO BE PLACED ON FIRM. BASE) _ T T TO BE WATER iEStED r' W N x.8.17 s; c Ui SEPTIC .TANK CAPACITY ��.:��� GAL. REQ RED 11 X 3a X 1t3 TRENCH POF:`•AATION � . E._T I,v cS e ,� F, 1 d .a IF MORE THAN ONE OUTLET - ? ACTUAL SIZE OF SEPTIC TANK i. 0 GAL. EE T L4 INCHES fi �t. ,. a i; g� :, WELL--NJ-A- 6 r..___ PLACED 0"! FiRb4 BAS._ _s-fSOIL CLASSIFICATION 7 rr_�T �9 INCH- >s.'f. 8 _. (TO B� ) �.., ��,� �� < s , .� ZONE _ I;.. �. < 5 11-'•af ��r� S :EST 3 INCHES � ,,�.. � � � " " � ��., . -_. �`,� !�'^�x DESIGN PERCOLATION RATE _ _ MIN./IN. �/4 TO 3 1/2 CLEAN."";��: F ,v,_ EFFLUENT LOADING RATEGAL./DAY/S.F. DOUBLE WASHED STONE, s . a t. �z. w .. ...� ., AD�+� .T_ _ 474.x.3 SQ. FT. _ FREE OF FINES & SILT, � ,: LEACHING :AREA ._: (11X, 5)+(47X2Xl0/12) USGS PROBABLE WATER TABLE ELEV. _ ;_, LEACHING CAPACITY (AREA X RATE) -MAQ GAL./DAY 474.33 X ,, ,�,� . �" � T�,�.3 r�a�� ar,.� OBSERVED. WATER TABLE)ELEV, - ------ t;-;, s,�c I >mu� �' -:_ �a�. � 8 r RESER LEACHING CAPACITY ,. GALJDAY NOT TO SCALE BOTTOM OF TEST ?-TOLE ELEV. _ ��'�.9__' - N 01r, a ' t FORM TO D.E.P. 1�t€ _ i. ALL WORKMANSHIP .AND MATERIALS SHALL', CON TITLE 5 AND THE:TOWN'S -RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL SE .BROUGHT TO V11THIN 6" OF. FINISHED .GRADE. - 3: ALL ,COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF , WITHSTANDING H-10 LOADING- UNLESS THEY ARE UNDER OR VA T1 ` 10 FT. OF DRIVES OR PARKING AREAS. H--20 LOADING SHALL BE USED UNDEP..OR WITHIN 10 FT. OF DRIVES OR PARKING:AREAS. .; 4. ANY MASONARY UNITS USED TO BRING. COVERS TO GRADE SHALL © _ BE MORTARED 1N PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 'AlTH °SR DEEDED OR ZONING REGULATIONS. OWNER i/,APPLICANT IS TO . OBTAIN SUCH DETERMINATION FROM APPROPRIATE - AUTHORITY. Y �, , : 6;UT1LlTIES SHOWN ARE APPROXIMATE ONLY,' ,EXCAVATION CONTRACTOR �. IS TO CALL DtG-SAFE.::AT:1-888--34477233 AT LEAST 72 HOURS PRIOF' TO COMMENCING WORK ON SITE.' CONTRACTOR, IS TO VER:FY GRADES AND ELEVATIONS AS WELL AS 7. SITE -CONDITIONS PRIOR TO COMMENCING WORK ON' .SITE. ANY VARIATION ' IS 70 BE, BROUGHT TO THE ATTENTION OF! THE DESIGN ENGINEER IMMEDIATELY. . �'' _`', • - ;< _ .. .. + C 21.E _r-- 4 RCS - _ _�. - •_ PARCEL IS IN FLOODZONE x- - 1500 -GALLON -- -- - r - : 10. ALL` UNSUITABLE` MATERIAL.'- I BE REMOVED FROM UNDER AND SEPTIC TANK ,y FOR A MINIMUM OF: S' ARCU1�.�0 SOIL ABSORPTION SYSTEM AND BE -: AS SPECIFIED IN 310 CMR 15.255:(3). 11. 4 Oti REPLACED WITH MATERIAL REPLACED 98.3 00 �` _ 11. EXISTING CESSPOOL .IS TO BE PUMPED AND REMOVED ALONG WITH ANY --- .0 o i ! POI _LUTED SOILS ENCOUNTERED. / ! 5 co em c� k ;. , 'aox. o % YFdl'OIIltI� Health D�paptMealt > o LOT 41 97.8. j t 98 i 99:2 - 16,910.2 f SF. 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E30X 483 x 97.3 � 7 i I;t.ux 506- SOUTH DENNIS, MASS. 0?_660 jl ; t SEN -r Q �. 564 83 9 f`k mss.+u..s�emeana+xx:mem+cq,r>•.:.re,'.�r,.rv:axxwav:' _ 4 'hT10^ O1 (; r rJ t� `' DATE �x�:„_� '� AUG. 31, 208 �cALE 1" 20' J Vf' 1 ..- v ..:...: � ' - � �' £ � � � -.. m+�r ao,�m aw�c�.w�ausn"'.=,��ra:+,rms .:mazrw •a�.asn..weearmes. � i^ : , JGB NO,(Y4 _, .. _�! N � Y. � i REV. t==- LOCATION MAP 'SHEET 1 OF 1 C. S8�PROJ 8071-00 diva 8071-SAS.DYIG 0 2018 T. M. HAYES, RS