The URL can be used to link to this page

Home My WebLink About76.214 - Proposed Septic Design (3)O LEGEND: z_ 20 FT. MINIMUM FROM CELLAR TOP OF FOUNDATION 1 'C FT. MINIMUM FROM SLAB OR CRAWL SPACE F. ,. = 96.00 `L ------ iC FT. MINIMUM �I SOL TEST LOCATION USGS PROBABLE WATER TABLE ELEV. = U 1'Tv PC -E -� CONCRETE BOTTOM OF TEST HOLE ELEV. = _ - COVERS 4" SCHEDULE 40 PVC PIPE -- ---_-- I � 2.5Y7/2 MIN. PITCH 1/8" PER FT. i I I I I r- 1 COARSE SAND 13.50 4" CAST IRON PIPE MAX / MAX. / MA . EFFLUENT LOADING RATE __Q,T_E_ GAL./DAY/S.F. (OR EQUAL) MINIMUM LEACHING AREA 471.33 SQ. FT. '108 N0. 631100 PITCH 1/4" PER FT. (11X36)+(47X2X10/12) I LEACHING CAPACITY (AREA X RATE) 35LDQ. GAL./DAY TEE 474.33 X 0.74 LOCATION MAP FLOW LINE I RESERVE LEACHING CAPACITY 33LQ11 GAL./DAY � ELE, = 92.5-0-- 10" t 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. M II-ELEV. _ _92-0-0LE EL TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR E-EV = ELEv. _ _ _ 6" SUMP ------ GAS ELEv THE SUBSURFACE DISPOSAL OF SEWAGE. _9225_J BAFFLE _88.7_0_ DISTRIBUTION WITHIN 6" OF FINISHED GRADE. ELEV. _ �� LIQUID Ou-LET II BOX 4 FEET 14 INCHES (TO BE DLACED ON FIRM BASE) TO BE WATER TESTED 5 FEE' 19INCHES 1500 GALLON IF MORE THAN ONE OUTLET i6 FEET 24 INCHES To BE LAGED ON FIRM BASE) FEF' 29 INCHES SEPTIC TANK NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 8 FEET 34 INCHES DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO _ 3/4" TO 1 1/2" CLEAN -� OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. DOUBLE WASHED STONE UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR FREE 0,- FINES & SILT SEWAGE DISPOSAL SYSTEM PROFILE 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS NC- TO SCALE O LEGEND: z_ EX'STING SOOT ELEVATION 00,0 b( STING CONTOUR----00---- SYSTEM (SAS) FINAL SPOT ELEVATION 00.0 NAL CONTOUR Ou SOL TEST LOCATION USGS PROBABLE WATER TABLE ELEV. = U 1'Tv PC -E -� _BQ.7 _ BOTTOM OF TEST HOLE ELEV. = _78.20__ - MEDIUM SAND ._..._ �.. P 1 I � 2.5Y7/2 ACTUAL SIZE OF SEPTIC TANK _1§091TGAL. i I I I I CLEAN SAND INSPECTION PORT LOAM AND SEED CC 2" LAYER OF \1/8" TO 1/2" PNEFT 89.78 MIN. MAXW\ASHED STONET REQUIRED m ( 4 ) HICH CAPACITY INFIL7PATORS WITH STON£ IN AN 11' X 38' X 10 ' TRENCH FORMA DON _ z_ •00 SOIL ABSORPTION " WELL A1w 230 ZONE C SYSTEM (SAS) INDEX 22.5 FILL - ADJUST 2.0 STUMPS _OZ70-_ USGS PROBABLE WATER TABLE ELEV. = OBSERVED WATER TABLE (12/28/05) ELEV. = _BQ.7 _ BOTTOM OF TEST HOLE ELEV. = _78.20__ 77.3 \ X96` 97.5 \ \ i l 86\\ 86.2 \ \\ ��92 \ . 95.56.4 \ `7 \\ \ \ \ N TSG TTq \ ocT rp LOTS 75 &85 77 �' \\ \ \ Ns quo 2. \ AREA OF WEILA'.:i B8 Aci`�. 829.5 S. F t J� O0 \� \ /` APEA OF UPLA1,^ 'ICA. 86.1 \ 47,422.5 SEs \ �� 69 5\ TOTAL w w 4$, 252 S� �# \ • 88.9 \ \ / � � �j�5 \ X2,,3 V_ 88.21 \� �"_ / \ • 90.6 \ _9J \ 90 92.4 \ 92 1400• 0� \ \ �• 93.7- 15fi.0' -- I [te✓e»av= icetn' 99.5 � ' ' Y1 7C\\ /q2• \ f e 9� \ \ \ ,l / LOUISE LANE \ _ - - `�- "S�°I 1 9 \ � ?, LIMIT 90 7 fYISI)fyC \93.8 1 \ � 98.7 96.1 1\ \\\ \ A _ 93.1' kl`4) -\ OBSERVATION HOLE 1 ELEV.=--8_9.7 PERCOLATION RATE _ <_2__ MIN /INCE IN C2 COR DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 10-144 A FILL - NO STUMPS 144-156 Cl BOG IRON i CEMENTE.0 156-162 C2 MEDIUM SAND I i 1 I � 2.5Y7/2 ACTUAL SIZE OF SEPTIC TANK _1§091TGAL. i I I I I 1 1 _9J \ 90 92.4 \ 92 1400• 0� \ \ �• 93.7- 15fi.0' -- I [te✓e»av= icetn' 99.5 � ' ' Y1 7C\\ /q2• \ f e 9� \ \ \ ,l / LOUISE LANE \ _ - - `�- "S�°I 1 9 \ � ?, LIMIT 90 7 fYISI)fyC \93.8 1 \ � 98.7 96.1 1\ \\\ \ A _ 93.1' kl`4) -\ OBSERVATION HOLE 1 ELEV.=--8_9.7 PERCOLATION RATE _ <_2__ MIN /INCE IN C2 COR DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 10-144 A FILL - NO STUMPS 144-156 Cl BOG IRON i CEMENTE.0 156-162 C2 MEDIUM SAND I i 1 I � 2.5Y7/2 ACTUAL SIZE OF SEPTIC TANK _1§091TGAL. i I I I I I I I \ 105.0 0 5 SEPTIC TANt\<�\ N.. \ "N T < m 92 SOIL 72 \ T 7 1 90 a . 91.0 \- \ 1 \ \ \ BOX LIMIT OF 5' j \ 143.76" OVERDIG \ \ \ (l \ WATER ENCGUNTEREG AT __GLH'_ ELEV. = ___fiD_7_ � /O 99 4 / 95.8 3 ,� 61j 94 95.0 e -- (9) J o - I • 93.6 .93.2 93.6 9 94.5 86.9 - 0. P/ 8E3 • 7.3 \ \ a �1 • � \ 85.D \ \ 89.1 ` � � � \�41 87.2 \ o\ _-_ B.0 • 86.7 .1 A O \ 84.5 1 V� Rm • 95.4 • 92.8 A I Z SOIL TEST DOTE OF SOIL TEST DECEMBER 2B, 2005 SC'_ "EST DONE BY SWEETSER ENGINEERING A-NESSED B" OBSERVATION HOLE 2 ELE'..-89. 7 O_RCCLA?,CN RATE _ < 2__ M'.N./INCH AT __ 72--- INCHES �ccTH H nP;Z-EXTURE 1CC-OR MOTT. OTHER C-5 C/=iMEDIUM SAND 1GYR8/2 i NO 0/E 5-29 B _CAVY SAND 'OYR6/6 NO RCOTS 29-12C; MEDIUM/ 2.5`'7/3 LOAMY SAND 10YR6/6 COARSE SAND I I I 41-120 I I I, 2.5Y7/2 ACTUAL SIZE OF SEPTIC TANK _1§091TGAL. II w4 -EG ENCC�NTERED AT '.OB" ELEV. = __80.Z_ FILE COP o. 1N.Cf �SS4.. OBSERVATION HOLE 3 ELEV.=_-88.7_ PERCOLATION RATE _ < 2 MIN./INCH IN C CORIZON DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-14 0/E MEDIUM SAND 10YRB/1 NO 14-41 B LOAMY SAND 10YR6/6 ( 110 GAL/BR./DAY X 3 SR.) __3M_ GAL./DAY ROOTS 41-120 C MEDIUM/ 2.5Y7/2 ACTUAL SIZE OF SEPTIC TANK _1§091TGAL. SW,FE-1 ER ENGLAFORLPIIG 235 GREAT WESTERN ROAD 508_ P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 SOIL CLASSIFICATION COARSE SAND DESIGN PERCOLATION RATE S_BMIN./IN. Q• 1S8�PR0✓ 6311-00�dwg�6311-SASDW6 02006 SWEETSER ENGINEERING11 ' WATER ENCOUNTERED AT q6'._ ELEV. DESIGN CALCULATIONS OLD TOWNHOUSE CONSTANCE } W v SHEFFIELD ® SUFFOLK zLoulsE LOCUS NUMBER OF BEDROOMS 3 _ GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW PROJECT LOCATION T / qAv& J 75 p� 77 J.A! 1 a7 ! OG ! i 15 LOUISE LANE, W. YAR. ( 110 GAL/BR./DAY X 3 SR.) __3M_ GAL./DAY REQUIRED SEPTIC TANK CAPACITY _BfQ_ GAL. ACTUAL SIZE OF SEPTIC TANK _1§091TGAL. SW,FE-1 ER ENGLAFORLPIIG 235 GREAT WESTERN ROAD 508_ P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 SOIL CLASSIFICATION DESIGN PERCOLATION RATE S_BMIN./IN. EFFLUENT LOADING RATE __Q,T_E_ GAL./DAY/S.F. LEACHING AREA 471.33 SQ. FT. '108 N0. 631100 (11X36)+(47X2X10/12) LEACHING CAPACITY (AREA X RATE) 35LDQ. GAL./DAY 474.33 X 0.74 LOCATION MAP rEv MAY 30, 2006 RESERVE LEACHING CAPACITY 33LQ11 GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S 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 DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO _ 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 9. --C_ LOT IS SHOWN ON ASSESSORS MAP -78- AS PARCELS 214 & 215 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). 3 11. ALL STUMPS, BRUSH, AND TREE DEBRIS ARE TO BE REMOVED FROM UNDER ALL SEPTIC COMPONENTS AND PROPOSED BUILDING AND BE ' REPLACED WITH CLEAN COMPACTED FILL. 12. THERE IS TO BE A NEGATIVE GRADE OF 3/4" PER FOOT AWAY FOR A t MINIMUM OF 15' AROUND THE PROPOSED FOUNDATION. 13. A VARIANCE IS REQUIRED FOR THE TOP OF FOUNDATION TO BE LESS THAN 2' ABOVE THE ROAD (VARIANCE OF 5.7'). s a s F 3 i Q• 1S8�PR0✓ 6311-00�dwg�6311-SASDW6 02006 SWEETSER ENGINEERING11 ' O 3 � OLD TOWNHOUSE CONSTANCE } W v SHEFFIELD ® SUFFOLK zLoulsE LOCUS PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION PROJECT LOCATION T / qAv& J 75 p� 77 J.A! 1 a7 ! OG ! i 15 LOUISE LANE, W. YAR. SW,FE-1 ER ENGLAFORLPIIG 235 GREAT WESTERN ROAD 508_ P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATE FEB. 15, 2006 SCALE 1 " 20' REN• MAY 12, 2006 '108 N0. 631100 LOCATION MAP rEv MAY 30, 2006 SHEET 1 OF 1 Q• 1S8�PR0✓ 6311-00�dwg�6311-SASDW6 02006 SWEETSER ENGINEERING11 '