Loading...
HomeMy WebLinkAboutCertified As-BuiltTOP OF ELEV. (ASSUMED) PLUMBING TO BE RAISED AND RE -PIPED BY LICENSED PLUMBER AS NEEDED 10 _ 20 FT MINIMUM FROM CELLAR MINIMUM 10 FT, MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND CONCRETE COVERSLOAM AND SEED 4" SCHEDULE 40 PVC PIE MIN. PITCH 1/8" PER F 2" LAYER OF 1/8" TO 112" ( WASHED STONE VENT 4" CAST IRON PIPE HORIZ TEXTURE COLOR MOTT. OTHER LOC, 2 VIRGINIA STREET WEST YARMOUTI� MASS. _ _ I TADCO ENVIRONMENTAL CONSULTANTS 26 COQPASS LANE, DENNIS, MA 02638 � (508) 385-2425 NOT REQUIRED C1/4) FTM DATE �1 •� I �e�+ "i " l SCALE 1 " _ 20' REVISED _ JOB NO, J f �.. PIT CH PE) [;]YEI ED HEFT 1 OF 1 T DUM j LOCATION MAP c FLOW LINE -ELEV. __.d�Y MIN. Ak�L o e n i c ° ELEV. _ 6"SUMP EVE.. o ° 00000000000ELEV. GAS ELEV. BAFFLE _ � _ _ - LEV:_ Qe o 000000000r.30 �l 2'o n - DISTRIBU ON _ ELEV. - o ° ° ° n 0000=0000c)fo_ e OUTLET BOX _>= o e n a ° ELEV s —ILL HES _,_- (TO BE PLACED ON FIRM BASE) TO BE WATER THAN TED OUTLET DRYs W TH STONE ! -. 1 ` 500 GALLONWL'LL tflrt�� 19 INCHES 4 INCHES 1500 GALLON IF MORE (TO BE PLACED ON RM BASE) IN AN, L—' X X1+I'J TRENCH �''7RM4710NI WELL 9 INCHES SEPTIC TANK '- --j ZONE 4 INCHES 3/4' TO 1/2" CLEAN SOIL ABSORPTION INDEx DOUBLE FREE OF ASHED STONE 71NES & SILTT SYSTEM (SAS) ADJUST SEWAGE DISPOSAL SYSTEM PROFI WATER / - ) ELEV; OBSERVEDWATER - _- -- NOT TO SCALE BOTTOM OF TEST HOLE ELEV - i I VIRGINIA STREET 991.... 98.4 LEGEND. EXISTING SPOT ELEVATION x0.0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE CID TOWN WATER —WSW CATCH BASIN L� j GAS INF G CESSPOOL CP FLFANOUT --.". x✓ C.O. 8 e2' l 98.2 Ali A 7 /' • �4 I q18 708 � 97.9 �y,* x'98.62x,4 f { i5 100.60,; 97.0' iT t 96.6' 6.5' # 96.6 f 36.6' 97.4f 5.22 f 4. i � .! 1 92.4 or 5 N } f 2 J00 # S.F.if 92.8. 7D¢zo' 14 ry zJ 4- {i j ( .91.3 .AAu, r TANYA DAIGNEAULT' No. 1095 SOIL TEST DATE OF SOIL TEST ____2 SOIL TEST DONE BY WITNESSED BY _�._�_._._x`>��. Y 1•'*" C' ^` I, OBSERVATION HOLE 1 ELEV __t�^ PERCOLATION RATE <_z- MIN./INCH AT _ � INCHES I DEPTH HORIZ TEXTURE COLOR MOTT. OTHER LOC, 2 VIRGINIA STREET WEST YARMOUTI� MASS. _ _ I TADCO ENVIRONMENTAL CONSULTANTS 26 COQPASS LANE, DENNIS, MA 02638 � (508) 385-2425 DATE �1 •� I �e�+ "i " l SCALE 1 " _ 20' REVISED JOB NO, J f �.. 36 [;]YEI ED HEFT 1 OF 1 T DUM 38 �- LOCATION MAP c NO WATER ENCOUNTERED AT _ _ ELEV. DESIGN CALCULATI, $ NUMBER OF BEDROOMS + +J GARBAGE DISPOSAL UNITiL TOTAL ESTIMATED FLOW GAL./DAY ( 110 GAL/�./DAY X BR.) REQUIRED SEPTIC TANK CAPACITY'_ GAL. ACTUAL SIZE OF SEPTIC TANK SCaL'- GAL. SOIL CLASSIFICATION I DESIGN PERCOLATION RATE < MIN./IN. EFFLUENT LOADING RATE D25- GAL./DAY/S.F. LEACHING AREA �R& - SQ. FT. LEACHING CAPACITY (AREA. X RATE) _tG^ GAL./DAY RESERVE LEACHING CAPACITY ----- GAL./DAY NOTES: I, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND. THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6- OF FINISHED GRADE, 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS H--20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS: 4 ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5 NO--nE EERMINA710N unc-lR6cu. MAaE AS TO--13hMpL AN^E WITf OEEti _._ OR ZON+NG REGULATONS, nWNFP'. / _ DETERMINATION FROM APPR" ,PR �,�' At F 6 UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR IS TO CALL "DIG --SAFE" AT 1-888-344--7233 AT LEAST 72 HOOPS - PRIOR TO COMMENCING WORD' ON SITE 7 CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITEL ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THF DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE C _ 9" LOT IS SHOWN ON ASSESSORS MAF-Q'�,---- AS PARCEL :.:-.. Fr o r� i F- ,c) G? 4�n1 i1�✓`.�itk`' ;•';_. iT se} yi.; ?*ft x-,. Oa `• -f 0L ff m o o APPROVED: BOARD OF HEALTH GATEAGENT l A y�.7 �e (AIN St. o ` � f 1 { a i �z � L1RGiN/q � PROPOSED SEPTIC DESIGN FOR GAYLE H4RNE' LOC, 2 VIRGINIA STREET WEST YARMOUTI� MASS. _ _ I TADCO ENVIRONMENTAL CONSULTANTS 26 COQPASS LANE, DENNIS, MA 02638 � (508) 385-2425 DATE �1 •� I �e�+ "i " l SCALE 1 " _ 20' REVISED JOB NO, J f �.. [;]YEI ED HEFT 1 OF 1 T DUM LOCATION MAP 5 G \SB1PR�Mj2665-0 w 2665-SdsDWO A