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HomeMy WebLinkAboutEngineered Plan - 201616 TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE ELEV. = 100.00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB (ASSUMED) CONCRETE COVERS 4" SCHEDULE 40 PVC PIPE MIN. , PITCH 1/8 PER FT. 37" 4 CAST IRON PIPEMAX. PIT CHQ1/4'> PERIMUFTM FLOW TEE LEGEND: 'L , IGS BATE OF SOIL TEST JU NE2016 CLEAN SAND SOIL TEST DONE BY SVv'EETSER ENGINEERING WITNESSED BY P. 3.EN`l INSPECTION PORT LOAM AND SEED OBSERVATION f �et� i- OLE 1 ELEV.- 95.0 2" LAYER OF 1/8" TO 1/27. PERCOLATION RATE < 2,_ MIN./INCH AT 46 INCHES WASHED STONE , 95.5 MAX. OR FILTER FABRIC VENT 93.25 MIN. REQUIRED Z FLOW LINE 92.50 °' NO WATER ENCOUNTERED AT 132" ELEV. _ _ 84.0 ELEV. 96.92 _ 10" ... -TMIN. ELEV. _ _1�5.�30_ 2.0.. -R o o w ° I - LEVEL 10 91.17 ®E.�3I�T .fi�+�iLCiUTiONCJ ELEV. 98.15 GAS 6" SUMP ° ° . - _ = ELEV. - _ � -92.00 -' _.._"�. o - ELEV. _ _ 9217 ELEV. _ - - 5 BAFFLE _ DISTRIBUTION NUMBER 4F BEDROOMS GARBAGE DISPOSAL UNITT�_ ELEV. _J { TOTAL ESTIMATED FLOW LIQUID OUTLET pO� 8 HIGH CAPACITY INFILTRATORS V�iTH I 110 GAL./TR./DAY X J5 LR. � _ GAL. DAY ® $2..�._ STONE 1N AN ; . � � � GAL./ DAY (TO BE PLACED ON FIRM BASE) ? ? REQUIRED SEPTIC TANK CAPACITY _11POL GAL. 4 FEET 14 INCHES TO BE WATER TESTED 7.17 5 FEET 19 INCHES /� A' IF MORE THAN ONE OUTLET 11 X 60 X 10 . TRENCH FORMATION j ACTUAL SIZE OF SEPTIC TANK 1�0 GAL. 6 FEET 24 INCHES- 1500 GALLON A may' `n WELL N A SOIL CLASSIFICATION _�-- 7 FEET 29 INCHES -ry -r At (TO BE PLACED ON FIRM BASE) SOIL. ABSORPTION c DESIGN. PERCOLATION RATE _<_�__ MIN./IN. 8 FEET 34 INCHES SEP I IC TANK 3/4" TO 1 1/2- CLEAN �g�- rc INDEX 3 EFFLUENT LOADING RATE Djf�_ GAL./DAY/S.F. DOUBLE WASHED STONE SYSTEM `` AS) ADJUST LEACHING AREA 7��3 SQ. FT. FREE OF FINES &SILT ! LEACHING CH NG CAPACITY (AREA X RATE) _525 -Ml GAL./DAY t PROFILE USGS PROBABLE WATER TABLE ELEV. = 773.33 X 0.74 SEV`, vAGE DISPOSAL .SYSTEM PROFILE OBSERVED WATER TABLE { / / ) ELEV. _ ______ i RESERVE. LEACHING CAPACITY - -P-2 GAL./DAY NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ �T _ T lY ��3 O r�''s� NOTES:WORKMANSHIP AND �1.L:� c�jj�7 MATERIALS SHALL CONFORM TO D.E.P. _ i° RO TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR x 100.7 THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. - `---- 1_ 3. ALL COMPONENTS OF. THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY -ARE UNDER OR WITHIN DEPTH HORIZ TEXTURE COLOR MOTT... OTHER 0-8" Ap.-.LOAMY SAND 1OYR6/1 NO ROOTS 8=34" B LOAMY SAND 10YR6/6 203 SETUCKET ROAD P. 0. BOX 713 385-6900 SOUTH DENNIS, MASS, 02660 34-132" C • . MEDIUM SAND -_ 2.5Y7/4 EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION f00.0 FINAL CONTOUR 00 SOIL TEST LOCATION UTILITY POLE -O- TOWN WATER -W -_ -W CATCH BASIN �99� GAS LINE G `" CLEAN OUT C.O. CESSPOOL C.F.0 L&j 0 Lor 4 23, 750 50. FT. 100.0 x 97.6 97.1 96.1 x''95.1 \ 0 0 9 .2 SOIL ^� TEST P, �0 J 93"8\ x 93.7 � x 94.5 125.00' 98.7 10 FT. `OF : DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS. 125.00' 4. ANY MASONARY UNITS -USED . TO BRJNG' GG.VERS TQ,-,GRADE,SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE 'AS.TO COMPLIANCE WITH DEEDED. OR ZONING REGULATIONS. OWNER / APPLICANT IS TO ZE OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE 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. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. ' 8. PARCEL IS IN FLOOD ZONE __x___._ 98. .: > , ly1 9, LOT -IS SHOWN, ON .ASSESSORS MAP 81�_ AS PARCEL _26_ -_ -- -- -- - y ', 10. EXISTING CESSPOOLS ARE lu tiE t'UMPEu AND BACKFILLED. -- -- ell+ PORCH Yarmouth Health Department PPWD 97.i ��e �f Date l 8.3 ? jx IL' WILCOX °.`, t _ •31341 Ja�� 4,�s 1500 GALLON ,' P�©.313410 ����ji At-�I�O �%�. G?Of"lt�� �-i�" SEPTIC TANK x 98.7 O �' 6F;"s G�sT� ►�t?�fLL A��s,��j DATE AGENT EXISTING DWELLING 5 BEDROOMS VENT � 8 10.00' D rSHED 97.2 \BOX95.63 C.• �S8kPROJ;7713-00�dwg�770-SASDWG 02016 SV,'EETSER ENGINEERING } SOUTH YARMOUTH T` NIGH gp,NK m coI¢ NEVJ `' 1 COIF 7R,9, R�� ljocus P R 0 OS El D SEP Tl( 5 1 G hT FOR PAUL RIM PR, LOC. 6- -1125 �� ' ,� � 0;'O - , �. � l Jul f ► � �_`OUTH 203 SETUCKET ROAD P. 0. BOX 713 385-6900 SOUTH DENNIS, MASS, 02660 DATE JUNE 3, 2016 SCALE 1 " _ : 20' JOB N0. 7713-00 REV. F F ___-LOCATION MAP REV. i SHEET 1 OF 1 C.• �S8kPROJ;7713-00�dwg�770-SASDWG 02016 SV,'EETSER ENGINEERING }