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Home My WebLink About134.59.2 - Proposed Septic Design (3)DEPTH HORIZ TEXTURE COLOR MOTT. 1/8" TO 1/27 0-8 3 00 4" CAST IRON PIPE 10YR2/1 NO 99.90 MAX, WASHED STONE 97.8'S,MIN. OT TREQUIRED 8-30 8 (OR EQUAL) MINIMUM 10YR5/B ROOTS 517�'I'Ta"'M IY=7 ' ' Mr's 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH. DENNIS, MASS. - 02660 30-126 C PITCH 1/4" PER FT. 2.5Y7/4 Z 1 CU. FT. OF DATE JAN. 18,.-2_ 002 SAND E CONCRETE 5-28 B FLOW LINE91590 1,0YR5/8 o ANCHOR ROOTS LOCATION MAP ELEV _0 'T 10" \--ELEV. 28-126 C MEDIUM SAND 2.5Y7/3 ! 98.00 LEVEL2'0"°°° ELEV. = 95.57 ELEV. _ -8$2L GAS ELEV, _ 6' SUMP ELEV. = 95.70 r ' BAFFLE _Qa.Q7 DISTRIBUTION O TLET ELEV. _ V 4 HIGH CAPACITY INFILTRATORS WITHBOX TFF Y -gam-STONE IN AN FFE.1 14 INCHE (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED z7 87 Al 19 INCHES IF MORE THAN ONE OUTLET 11' X 48' X 10� TRENCH FORMATION DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-8 0/A SANDY LOAM 10YR2/1 NO ROOTS 8-30 8 LOAMY SAND 10YR5/B ROOTS 517�'I'Ta"'M IY=7 ' ' Mr's 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH. DENNIS, MASS. - 02660 30-126 C FINE /MEDIUM 2.5Y7/4 COBBLES DATE JAN. 18,.-2_ 002 SAND 6: FEET 24 INCHES 1500 GALLON 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION h WELL N A NO WATER ENCOUNTERED AT t96" ELEV. _ t9 op NO WATER' ENCOUNTERED AT 12F £LEV. +� B'FEET 34 INCHES SEPTIC TANK I ZONE --� 3/4" TO 1 1/2" CLEAN SYSTEM (SAS) INDEX DOUBLE WASHED STONE ADJUST FREE of FINES k SILT ADJUST DESIGN CALCULATIONS ' c USGS PROBABLE WATER TABLE ELEV.. j SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / )ELEV. _ ^_ EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS '4 NOT TO SCALE BOTTOM OF TEST HOLE ELEV.. _87.70_ EXISTING CONTOUR ----00--- GARBAGE DISPOSAL UNIT R6- FINAL SPOT ELEVATION- --- TOTAL ESTIMATED FLOW FINAL CONTOUR- ( 110 GAL/M/DAY X .4 8R.) __44Q_ GAL./DAY SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPAGTY 0°0_ GAL i _ UTILITY POLE -O- - ACTUAL SIZE OF SEPTIC TANK 1500 ' GAL ? WATER -W/Wd� SOIL CLASSIFICATION A C BASIN l®� DESIGN PERCOLATION RATE S_�t`_ MIN AN. 109.6. `-..� - '\ GAS UNE G •- EFFLUENT LOADING RATE .9,74 GAL.:/DAY/S. * ti 1,86 8 CLEAN OUT 0 / LEACHING AREA 28. _ SQ..FT. n \ ` ,CESSPOOL_ �c Pyr f� (11X48)+(59XWOA2) - 3 ' LEACHING 33 X ITY (AREA X RATE) !�J h GAL./DAY \ RESERVE LEACHING CAPACITY i�',iM GAL.�AY i LOT 1co An � ! .�-\ � - � ,-- -NOTES: .:. . ��.5 x(11 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P i J % / \ \ \ if /• TITLE 5 AND THE TOWN OF yAm1wTH RULES AND - r /I 5 O C !`t `� / j t01 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 6 -1 J f_3 ( 2. ALL COVERS TO SANITARY UNITS SHALL BE 'BROUGHT TO / W1THIN 6" OF FINISHED GRADE. \ \ r /�\ _ ! 5) 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF J 7�� \ 1 .25 !� C I \ E J \ / <� if [ i/ j /'(t� i WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN % ` 0 / s\ \ ' p 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE i r 1 (106, USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. , I 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL . BE MORTARED IN PUCE. I i "UPL3 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE iWITH 7 1500 GALLON / j i // / DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT, IS TO SEPTIC TANK _- � OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6• UTILITIES SHOWN ARE APPROXIMATE ONLY. `EXCAVATION CONTRACTOR IS TO CALL 'DIG -SAFE" ;AT 1-888344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK' ON SITE. 7. CONTRACTOR 1S TO VERIFY GRADES AND ELEVATION$ AS WELL AS 41 /�/� SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION 102.1 D. BOX / / IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER ... - " 107•, 80(L \ / IMMEDIATELY. O�C� ST 2 . V 8. PARCEL' IS IN FLOOO ZONE . C 100. 2 9. LOT IS SHOWN ON ASSESSORS MAP 134 AS PARCEL ' i`59.2 / DA VID H WHI TTEM ORE S L J I \ °y \ `' 1 �y / �• SOIL BK 5145 PG. 78 `�? �j _ TEST 1 LOT 2q ,571 S.F. �1 1.25 ACRES . 91 • ° o � / / APR 2 A 20Q2ti By� F ,a ,V //!/'•// �, - f. / _ It •j^��j�"lf•✓�/ ?,J-. �:< ) p.•; si Bfi - 1tMf fiEST 2 .� 95.8 / co �`':r fassc�tnl� 6 96.CBE / GALL J SEP ' SEPP.0 TAN:, ' FND ALFRED A. BLEAU R. P J \ / Q BK. 3569 PG. I 9 I hi ; D. Box \ 'IL V \� V ' TEST t ,UPL134 �6. 57.3 0P APPROVED: BOARD OF HEALTH '�D97 97. DATE AGENT r \ 98.6\ ASPHAL PP. • ..9 TO BE REI. \ Q) ®1 \ /` C 7 R J _S>ti OF w�o C0IM0NWEAL TH OF MASSACHUSETTS i t DUMAS 1` % DUMAS > BK. 1490 PG. "355 rLQ) \ \• A 97.5 / ITAMRN vY • DEPTH HORIZ TEXTURE COLOR MOTT. OTHER �1 LDC. IDT 2t x!752 ROUTE 5A YARMOUTH, MASS, 0-5 O/A SANDY LOAM 10YR2/1 NO ROOTS 517�'I'Ta"'M IY=7 ' ' Mr's 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH. DENNIS, MASS. - 02660 I DATE JAN. 18,.-2_ 002 SCALE �' = 2O' 5-28 B LOAMY -SAND 1,0YR5/8 ROOTS LOCATION MAP REV' APR. 3, 20021 SHEET 1 O''1 , 28-126 C MEDIUM SAND 2.5Y7/3 COBBLES Y Al �I 6: FEET 24 INCHES 1500 GALLON 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION h WELL N A NO WATER ENCOUNTERED AT t96" ELEV. _ t9 op NO WATER' ENCOUNTERED AT 12F £LEV. +� B'FEET 34 INCHES SEPTIC TANK I ZONE --� 3/4" TO 1 1/2" CLEAN SYSTEM (SAS) INDEX DOUBLE WASHED STONE ADJUST FREE of FINES k SILT ADJUST DESIGN CALCULATIONS ' c USGS PROBABLE WATER TABLE ELEV.. j SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / )ELEV. _ ^_ EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS '4 NOT TO SCALE BOTTOM OF TEST HOLE ELEV.. _87.70_ EXISTING CONTOUR ----00--- GARBAGE DISPOSAL UNIT R6- FINAL SPOT ELEVATION- --- TOTAL ESTIMATED FLOW FINAL CONTOUR- ( 110 GAL/M/DAY X .4 8R.) __44Q_ GAL./DAY SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPAGTY 0°0_ GAL i _ UTILITY POLE -O- - ACTUAL SIZE OF SEPTIC TANK 1500 ' GAL ? WATER -W/Wd� SOIL CLASSIFICATION A C BASIN l®� DESIGN PERCOLATION RATE S_�t`_ MIN AN. 109.6. `-..� - '\ GAS UNE G •- EFFLUENT LOADING RATE .9,74 GAL.:/DAY/S. * ti 1,86 8 CLEAN OUT 0 / LEACHING AREA 28. _ SQ..FT. n \ ` ,CESSPOOL_ �c Pyr f� (11X48)+(59XWOA2) - 3 ' LEACHING 33 X ITY (AREA X RATE) !�J h GAL./DAY \ RESERVE LEACHING CAPACITY i�',iM GAL.�AY i LOT 1co An � ! .�-\ � - � ,-- -NOTES: .:. . ��.5 x(11 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P i J % / \ \ \ if /• TITLE 5 AND THE TOWN OF yAm1wTH RULES AND - r /I 5 O C !`t `� / j t01 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 6 -1 J f_3 ( 2. ALL COVERS TO SANITARY UNITS SHALL BE 'BROUGHT TO / W1THIN 6" OF FINISHED GRADE. \ \ r /�\ _ ! 5) 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF J 7�� \ 1 .25 !� C I \ E J \ / <� if [ i/ j /'(t� i WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN % ` 0 / s\ \ ' p 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE i r 1 (106, USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. , I 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL . BE MORTARED IN PUCE. I i "UPL3 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE iWITH 7 1500 GALLON / j i // / DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT, IS TO SEPTIC TANK _- � OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6• UTILITIES SHOWN ARE APPROXIMATE ONLY. `EXCAVATION CONTRACTOR IS TO CALL 'DIG -SAFE" ;AT 1-888344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK' ON SITE. 7. CONTRACTOR 1S TO VERIFY GRADES AND ELEVATION$ AS WELL AS 41 /�/� SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION 102.1 D. BOX / / IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER ... - " 107•, 80(L \ / IMMEDIATELY. O�C� ST 2 . V 8. PARCEL' IS IN FLOOO ZONE . C 100. 2 9. LOT IS SHOWN ON ASSESSORS MAP 134 AS PARCEL ' i`59.2 / DA VID H WHI TTEM ORE S L J I \ °y \ `' 1 �y / �• SOIL BK 5145 PG. 78 `�? �j _ TEST 1 LOT 2q ,571 S.F. �1 1.25 ACRES . 91 • ° o � / / APR 2 A 20Q2ti By� F ,a ,V //!/'•// �, - f. / _ It •j^��j�"lf•✓�/ ?,J-. �:< ) p.•; si Bfi - 1tMf fiEST 2 .� 95.8 / co �`':r fassc�tnl� 6 96.CBE / GALL J SEP ' SEPP.0 TAN:, ' FND ALFRED A. BLEAU R. P J \ / Q BK. 3569 PG. I 9 I hi ; D. Box \ 'IL V \� V ' TEST t ,UPL134 �6. 57.3 0P APPROVED: BOARD OF HEALTH '�D97 97. DATE AGENT r \ 98.6\ ASPHAL PP. • ..9 TO BE REI. \ Q) ®1 \ /` C 7 R J _S>ti OF w�o C0IM0NWEAL TH OF MASSACHUSETTS i t DUMAS 1` % DUMAS > BK. 1490 PG. "355 rLQ) \ \• A 97.5 / ITAMRN vY • C. S8 PROJ 5311-00 dw 5311-OO.OWC 02002 SWEETSER ENGINEERING ' 1 m N s SETUCKET I ROUTE 6A LoCvs PROPOSED SEPTIC' DESIO , FOR . DUBLIN CONSTRUCTION LDC. IDT 2t x!752 ROUTE 5A YARMOUTH, MASS, 517�'I'Ta"'M IY=7 ' ' Mr's 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH. DENNIS, MASS. - 02660 DATE JAN. 18,.-2_ 002 SCALE �' = 2O' REv. MAR. 13 2002 N0' 5311"02, LOCATION MAP REV' APR. 3, 20021 SHEET 1 O''1 , C. S8 PROJ 5311-00 dw 5311-OO.OWC 02002 SWEETSER ENGINEERING ' 1