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HomeMy WebLinkAboutApp# 4-A234TOP OF FOUNDATION ELEV, = 104.70 I 10 .14.00 4" CAST IRON PIPE I I (ORQt/4) IIRIFTM PITCH 1 r ELEV. 100.70_ ELEV. _ _100.25_ it i i i LEGEND: EXISTING SPOT ELEVATION x0.0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION 00.0 FINAL CONTOUR 00 m SOIL TEST LOCATION UTILITY POLE. C TOWN WATER -WSW CATCH BASIN f� j GAS LINEG CESSPOOL 0P CLEANOUT -ems C.O. 20 FT, MINIMUM FROM CELLAR SOIL 'PEST 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CONCRETE DATE OF SOIL TEST AUG�IST_Z8. 2004 CLEAN SAND SOIL TEST DONE BY DEMERE5T & Mc I I ND - COVERS INSPECTION PORT WITNESSED BY _A VON HONE 4" SCHEDULE 40 PVC PIPE LOAM AND SEED VENT �� MIN. PITCH 1/8" PER FT. _ 2" LAYER OF NOT REQUIRED M..t7Jr«VAm HOLE 1 ELEV.= 103.1 ' 1/8" TO 1/2" PERCOLATION RATE < 2 MIN./INCH AT 65 INCHES. MAX. 02.3 MAX. WASHED STONE 00.05 M!NL .fj TEE FLOW LINE 99.30 ff_10' - LEV. _ .10000 LEVO ° ° EL GAS ELEV. m 98.9E 6'SUMP ELLy. = 9$.60_ °1� ELEV. 97.97 BAFFLE DISTRIBUTION ELEV. _ (TO BE PLACED ON FIRM BASE) BOX -2leo- r 6 �f mov CAPAarrna7RAmRs- 1N7H STQVE z 1 500 GALLON THATER TESTED /N AN il' r 41 0 ' IR£NGY7 FQPMAAON '97 IF MOOREE THAN ONE OUTLET A (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION hWELL N/A SEPTIC TANK ZONE 3/4" TO 1 //2" CLEAN SYSTEM (SAS) INDEX NO WATER ENCOUNTERED AT 120" 3.10 DOUBLE WASHED STONE l ADJUST_ ELEV: _ _9 FREE OF FINES &SILT - OBSERVED PROBABLE WATER TABLE ELEV. = OQB�RMION HOLE 2 ELEV.= 101.0 NOT TO SCALE SEYlAGE DISPOSAL- SYSTEM PROFILE NOT WATER TABLE ( / / ) ELEV. PERCOLATION RATE < 2 MIN./INCH IN Cl HORIZON BOTTOM OF TEST HOLT ELEV. _ _RtOQ zL DEPTH [0-6 HORIZ TEXTURE COLOR MOTT. OTHER O/A/E O/A/E LOAMY SAND 10YR2/2 NO B 6-36 8 LOAMY SAND 10YR6/8 Cl MEDIUM SAND 36-72 Cl LOAMY SAND 2.5Y7/4 //100-46 P�lAP P � PRNPG`'E 72-120 C2 FINE SAND 2.5Y7/3 10 FL OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE N LOT 137 4 0, 100 1- S. F. 0.921fAC.- C 108.00 1,06 r / I J � 113.42 • 116 55 \ 1 r 1 �_ /_ i I • 104.37 DEPTH HORIZ I TEXTURE COLOR MOTT. OTHER 0-4 O/A/E LOAMY SAND IOYR2/2 NO ROOTS 4-25 B LOAMY SAND IOYR6/8 ROOTS 25-12 Cl MEDIUM SAND 2.5Y7/6 NO WATER ENCOUNTERED AT 120" ELEV. 91.0_ \ \ �sl bN 101.60 J � JJ � i • 104.6y o / 103.45 •fi7.64/ 116.1 \ \ 121.7 / / / / / / / � i i 102. 103.13 / \1 \\\ ,1 i / I J •� 90Y b ' ,1 b / 102.54 X116.15 a0 DES9GN CALCULATIONS i s •_.102.28. _ -.. \ NUMBER OF BEDROOMS 4- i 14 j I / GARBAGE DISPOSAL UNIT - NO TOTAL ESTIMATED FLOW �r114J / ' / OS IJ I i - - / / P\\ ( 110 GAL//13RR./DAY X 4 SM) �0- GAL/DAY _ 113 I / SOII / / w\ REQUIRED SEPTIC TANK CAPACITY 113. GAL. c Vv\ ACTUAL SIZE OF SEPTIC TANK 1500 GAL TEST W / / 102.68 v SOIL CLASSIFICATION 1 12 / / DESIGN PERCOLATION RATE < 5 MIN./IN. • 111.21 / / / EFFLUENT LOADING RATE -.7A GAL./DAY/S.F. 110 i I �/ / LEACHING AREA 626.33 SQ. FT. is00 LION (11X48)+(59=10/12) _ LEACHING CAPACITY (AREA X RATE) 1A GAL/DAY TANK 1 / \ 1 I RESERVE LEACHING CAPAC626.33 X 0.74 ITY -465.48 GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. JO TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR /Y * 104.99 o Q• YA]WOUTHPORT, MA u THE SUBSURFACE DISPOSAL OF SEWAGE. LOG.55 �`TI�,MO ROAD YARMOUTHPORT, MASS. BOX 2. 411gNNO o o `R O • 9.28 WITHIN 6" OF FINISHED GRADE. DATE N OV. 8, 2004 o o i \ LO ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF bP• v 0- Rp. POMPANO R . { ° I # 102.46 //100-46 P�lAP P � PRNPG`'E © 96.7 o m S�R��� SHEET 1 OF 1 10 FL OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE N a a 13 , � \ USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. a loll 09, 9 �y MILL POND 4251' 1i ( 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL / E77-70CATION MAP o,A' BE MORTARED IN PLACE. /Y * 104.99 o = 100.70. -- - ° 8101.62 \�iOo102 APPROVED: BOARD. OF HEALTH J\ � / \ /102.34 / DATE AGENT Q• PROPOSED SEPTIC DESIGN ,' FOR DUBLIN COI�STRUC THE SUBSURFACE DISPOSAL OF SEWAGE. LOG.55 �`TI�,MO ROAD YARMOUTHPORT, MASS. BOX 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO o o 100.9k ^ / • 9.28 WITHIN 6" OF FINISHED GRADE. DATE N OV. 8, 2004 o o i \ 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF vw ° I # 102.46 //100-46 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN © 96.7 o m / a i \ SHEET 1 OF 1 10 FL OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE a a 13 , � \ USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. a loll 09, J 4251' 1i ( 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL / J o,A' BE MORTARED IN PLACE. /• 101.91 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH r I DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO / / r OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. LIS t 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR p OfE DIG100 �1 11, 0' I I IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS a `-- PRIOR TO COMMENCING WORK ON SITE. \ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS • /� 102.14 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER \\ L2 • 111,9,5 IMMEDIATELY. IS IN ONOASZSESSORZONE TES I8. LOT -S \ I 9. IS SHOWN OARCEL AP 135 AS PARCEL \ / 10. _178.1 ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND \\ DRIVE I FOR A ISODBPB72f;NO BE - - REPLACED WYH AD AS SPECIFIED N 310 CMR 15 : = 100.70. -- - ° 8101.62 \�iOo102 APPROVED: BOARD. OF HEALTH J\ � / \ /102.34 / DATE AGENT `tNOF ` cl No 10, I`� S `ST PROPOSED SEPTIC DESIGN ,' FOR DUBLIN COI�STRUC .. n LOG.55 �`TI�,MO ROAD YARMOUTHPORT, MASS. 101.48 SIMMER SER r; % T� 235 GREAT WESTERN ROAD : 508- P. O. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 :r • 9.28 DATE N OV. 8, 2004 SCALE - 20' JOB N0. 6078-00 //100-46 © 96.7 REVISED SHEET 1 OF 1 awc Baa 13 , � \ a loll 09, J X95.66 `ANE P1N NA ��E o,A' 1-_ N S `tNOF ` cl No 10, I`� S `ST C.• DWG 02004 PROPOSED SEPTIC DESIGN ,' FOR DUBLIN COI�STRUC .. n LOG.55 �`TI�,MO ROAD YARMOUTHPORT, MASS. SIMMER SER r; % T� 235 GREAT WESTERN ROAD : 508- P. O. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATE N OV. 8, 2004 SCALE - 20' JOB N0. 6078-00 REVISED REVISED SHEET 1 OF 1 C.• DWG 02004