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Home My WebLink About83-1630 - Lot 1 - Septic Design05 I HORIZ I SOIL TEST; SOIL TEST TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR mm. rl,,n ,to rcn r,.. AMY SAND 10YR4 LO 2 / DATE OF SOIL TESTAUGUST 3 2000 SOIL TEST DONE BY ��"IEE7SyER ENGINEERING DATE OF SOIL TEST APRIL11903 SOIL TEST DONE BY �W��Z��R��JN€�R1N.G ELEV. 14.00` 10 FT. MINIMUM 10 FL MINIMUM FROM SLAB OR CRAWL. SPACE A ♦ CLEAN SAND BOUYANCY CALCULATIONS: WTNESSED BY C. SIlEF�EL- -- WITNESSED BY �YQN..HONE_ - 1/8" TO 1/2"' MANHOLE COVERS L - 4 SCHEDULE 40 PVC PIPE 29-96 INSPECTION PORT WEIGHT OF WATER DISPLACED VENT 18939 LBS. c LOAM AND SEED 11 X 6.17 X (11.00-8.84) X 84 1 C REQUIRED,,,�,....r .r ...: n. n:n pec 03SMVATION HOLE I 03SMA110N HOLE 2 ELEV.. 5,55- ELEV.a 5.80 PERCOLATION RATE 2 MIN./INCH IN C HORIZON PERCOLATION RATE _eL_2__ M:N./INCH AT 44 INCHES _ QBSERVA110IV 'HOLE 4 ELEV.- .96 �VA11� }( ELEV.r '_$.34 - PERCOLATION RATE ��__ MIN. NCH AT 2K__ INCHES PERCOLATION RATE S._•2 MIN. NCH IN C HORIZON -- - II -- II 05 I HORIZ I TEXTURE COLOR MOTT. I OTHER - 0 6 mm. rl,,n ,to rcn r,.. AMY SAND 10YR4 LO 2 / 2 LAYER OF -._. _... _.. EXCESS WEIGHT TO OFFSET BOUYANCY - 6 18 B LOAMY SAND 10YR6 / 8 A ROOTS 18-96 C MEDIUM SAND 2.SY716 1/8" TO 1/2"' 21230-18393 2 291 LBS 29-96 C MEDIUM SAND 2.5Y6/6 ROOTS 32-48 B LOAMY SAND 10YR5/6 WASHED STONE 48-120 214 MEDIUM SAND 4" CAST IRON PIPE Ev. SEPT. 2, 2003 SHEET 1 -0-F-1 � LOCATION MAP 71 FRE"SEPT. 10, 200 _ 11.08 MIN. (OR EQUAL) MINIMUM PITCH 1/4' PER FT. Z MINIMUM FLOW LINE ;33AX 10.33 SLAB ELEV. a 11.00 _ ELEV, a X88_ 10' MIN.2LEV 0. 11.14 LEVEL 10 o 9.00 ELEV._ �L'ji9_ GAS ELEV. X0_00_ 6" SUMP ELEV. _ 9.83 e_ - = a ELEV. = BAFFLE DISTRIBUTION ELEV. _ g HIGH CAPACITY INFILTRATORS WITH LIQUID OUTLET BOX 9.83. STONE IN AN Z DEPTH TEF (TO Be PLACED ON FIRM BASE) 6 10 DEPTH I HORIZ I TEXTURE COLOR MOTT. I OTHER - 0 6 A AMY SAND 10YR4 LO 2 / N 0 ROOTS - 6 18 B LOAMY SAND 10YR6 / 8 A ROOTS 18-96 C MEDIUM SAND 2.SY716 28-32 ROOTS DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-4 A LOAMY SAND 10YR4/1 NO ROOTS 4-10 E MEDIUM SAND 10YR6/1 A LOAMY SAND 10-29 8 LOAMY SAND 7.5YR4/4 28-32 ROOTS 29-96 C MEDIUM SAND 2.5Y6/6 ROOTS 32-48 DEPTH HORIZ i TEXTURE COLOR MOTT, OTHER 0-23 NO FILL B LOAMY SAND NO ROOTS ` 23-28 A LOAMY SAND 16YR3/1 SCALE 1 n _ 20' 28-32 E ME01UM'SAND 10YR7/1 ROOTS 32-48 B LOAMY SAND 10YR5/6 48-120 C MEDIUM SAND 2.5Y7/4 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-10 A/E MEDIUM SAND 10YR8/1 NO 10-24 B LOAMY SAND 10YR4/6 ROOTS ` 4-120 C MEDIUM SAND 10YR6/4 4 FEET 14 INCHES TO BE WATER TESTED 11' X 80' X 10' TRENCH FORMATION 5' 5 FEET 19 INCHES IF MORE THAN ONE OUTLET WATER ENCOUNTERED AT 45• ELEV. a _ _ Z OS W 9 WATER ENCOUNTERED AT 49' ELEV. _ -205 WATER ENCOUNTERED AT 84 _ ELEV. _ - 1 1A ALL WATER ENCOUNTERED AT _59" ELEV. 6 FEET 24 INCHES 1500 GALLON /� �+ p T E L MIW 7 FEET 29 INCHES �+ {TO BE PLACED ON FIRM BASE) SOIL ABSORP TION WELL A8 �- ZONE A 8 FEET 34 INCHES SEPTIC TANK ZONE A 3/4' E 1 1/2" CLEAN SYSTEM (SAS) _ INDEX 8.8 INDEX 7.1 3/03 DOUBLE WASHED STONE FREE OF FINES k SILT ADJUST.L9 ADJUST 0.9 SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. _ 3.04 rt NOT TO ..SCALE x r; ` �-. " \� ..� OBSERVED WATER .TABLE ELEV. _ _20`.x- -BOTTOM OF TEST HOLE ELEV. -2� -2.04 /3/ /1 AM 26 PCL 114 \ 8 OD 4 0 3 \ ; \_41 _ HENRY C. GILL, JR. P. O. BOX 981 -- SOUTH YARMOUTH MA x02664 '':' 3� zz h �. CERT. 91195 x , A ( - - •�- x 88 ! ! SB #D. 76, i x w _ _ U VE- �' FND. OSPREY51 4 N \ NES TING FND. ' R! -�7 YRB PERCH a �. REMAINS /`�� - % W DECK DRYWELL w M FND. (�i/ [ 3 1 \X 4 ; -�\_ w / TESL 4 DRIB\ DRYWELL O\\ \ �N �0� w �� \\ 8. L x \4 6 \ GARAGE_ vVo s, X vt\ - V - ✓ - �. ii v lip c,pp ` SOIL � '�'\� � \ VENT � � _TEST 3 x �, � � FND. TEST 2 \ SLXK I VER �, \ �_ \ �^ _ x f .S� \ LIMIT OF. S A-� PROPOSED D \ \ Off' \ S� tii -- • \ 5 BEDRLUNC �^^, x-4, 5' OVERDIG� \ ODMS D / r \ � X 1� '� . � ?`� •.. !j O `� y ..�: � .1500 G LL0/ I T i SOIL ABS SEPTIC ANK \ 1 \ \ 60 0YsEm x SOIL O TEST 1 JI S \ x ` \ v: J. J LOT 1 \\� \\ �ry DRYWELL ��` \ 52, 951 S. F. _ , � 1500 GALLON DRYWELL rv'7 l SEPTIC TANK LOT 2 y X v �� 780 xx U,S.P _ Iy PROPOSED (j i - x 5 BEDROOMS WELLING �--- x � . ! �� Cq RAGE x x G 3 FL ODD `SONE x _ D Ok -lamj X --- - x %E_- _ _ _ (A71 EL� �. �' - - • 4 ` ORYWELL / _- F':•c.. x o DRYWELL `�� x r A D YR / �+ G� � •'•� ELEVATION= 6.15' x E x000 A G \ NGw p ZON : L /' O NOTES: - APPROVED: BOARD OF HEALTH i 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 ANO THE TOWN'S RULES AND REGULATIONS FOR , ~ THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO ~ x x L r ` - FINISHED GRADE. AM 26 PCL116 . \` DATE , ALL COMPONENTS OF THE SANITARY SYSTEM SHALL 8E CAPABLE OF `'� '•�. � I � AGENT 3. . T D NG H 20 LOADING 1 ��) /� / �/ x T�L n n r. TO BRING COVERS TO GRADE SHALL TOWN OF YARMOC! `%7 V �I I Iu~? x. •' 4. / t • �• \ MADE AS TO COMPLIANCE WITH q p � ONS. OWNER / APPLICANT IS TO 1146 46 /� OU T� � � x FROM APPROPRIATE AUTHORITY, �`�J Gam^ 0 F U 1888 ONLY, EXCAVATION CONTRACTOR SOUTH YARMOU / (7 MA 0266 4 ✓ - x f ^ F ONSITE. AT LEAST 72 HOURS z f z \ • • GRADES AND ELEVATIONS AS WELL AS BK. 115J PG. 1✓D /� ♦ OMMENCING WORK ON SITE. ANY VARIATION DESIGN CALCULATIONS TTENTION OF, THE .DESIGN ENGINEER 5 ` .NUMBER OF BEDROOMS _..p.� 11 10&11) GARBAGE DISPOSAL UNIT ' -S ME P X26 A5 PARCEL 115 TOTAL ESTIMATED FLOW ( 110 GAL./eR./DAY X _ 6_ BR.) _.030-'GAL/DAY ES, AND SEPTICS ARE TO BE REMOVED. REQUIRED SEPTIC TANK CAPACITY ..1199_ GAL HALL BE REMOVED FROM UNDER AND FOR ACTUAL SIZE OF SEPTIC TANK _1�_ GAL OIL ABSORPTION SYSTEM AND BE REPLACED :e OI CLASSIFlCATION _ SOIL t LEGEND. . 310 CMR 15.255.(3). OF �� ( `1gOFk!n at % DESIGN PERCOLATION RATE 5-1- MIN./IN. 4.S �+, 44 I T EFFLUENT LOADING RATE 97�_ GAL./DAY/S.F. EXISTING SPOT ELEVATION 00,0 8t 8.33 . T. EXISTING CONTOUR ----00---- rs. LEACHING AREA SQ x ?� t A { s P'"Jt'I 1i (11X80)F(71X2X10/12) FINAL SPOT ELEVATION FOTO �� FINAL CONTOU +t o c 1 .-, LEACHING CAPACITY AREA k RATE �I09Sf GAL/DAY r �•, SUM a e+ 353 1' ;, ( ) SOIL TEST LOCATION. p,. 778.33 X 0.74 RESERVE LEACHING CAPACITY .075-84 GAL'/DAY UTILITY POLE TOWN -WATER W a / \ W r CATCH BASIN , S R *N c ro•. GAS'UNE tTA r C..` x I :CLEAN OUT��-•>> ®td ED PLA = CESSPOOL C.P. Q APPR � I DAT //I- 02003 .5 Jf 4 1.02003 SWEETSER ENGINEERING C: SB PROD 4842-03 DWG 4842-03.DWG � I, , W1THS AN I 4. ANY MASONARY UNITS USED BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN DEEDED OR ZONING REGULATI OBTAIN SUCH DETERMINATION 6. UTILITIES SHOWN ARE APPROX IS TO CALL 'DIG -SAFE' AT 1 PRIOR TO 7. CONTRACTOR MISETO VERICING FY ISTTOOBE BROUGHT RTO TO THE A IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE A 9. LOT IS SHOWN ON ASSESSOR 10. EXISTING STRUCTURES, UTILITI 1L ALL UNSUITABLE MATERIAL 5 A MINIMUM OF 5' AROUND S WITH SAND AS SPECIFIED IN j PROPOSED SEPTIC DESIGN 471:IL ua .►a ++ FOR 7 t�7� SO. YARMOUTH NOMINEE R. C -I z (/t 'M `� LOCUS :0 - m E. DR• 5• SNR C� E� SwNo N T LOCATION PROJEC LQG 210 SOUTH STREET SOUTH PARI&OUTH, a ; S 35'TSEA ESTERN RERIP�G 235 GREAT WESTERN ROAD 508_ P. 0. BOX 7 3 398-3922 SOUTH DENNIS, MASS. 02660 onTE APR. 15, 20073 SCALE 1 n _ 20' REV. REV MAY 16, , 2003 JOe No. +4842-00 REV. Ev. SEPT. 2, 2003 SHEET 1 -0-F-1 � LOCATION MAP 71 FRE"SEPT. 10, 200 ��) /� / �/ x T�L n n r. TO BRING COVERS TO GRADE SHALL TOWN OF YARMOC! `%7 V �I I Iu~? x. •' 4. / t • �• \ MADE AS TO COMPLIANCE WITH q p � ONS. OWNER / APPLICANT IS TO 1146 46 /� OU T� � � x FROM APPROPRIATE AUTHORITY, �`�J Gam^ 0 F U 1888 ONLY, EXCAVATION CONTRACTOR SOUTH YARMOU / (7 MA 0266 4 ✓ - x f ^ F ONSITE. AT LEAST 72 HOURS z f z \ • • GRADES AND ELEVATIONS AS WELL AS BK. 115J PG. 1✓D /� ♦ OMMENCING WORK ON SITE. ANY VARIATION DESIGN CALCULATIONS TTENTION OF, THE .DESIGN ENGINEER 5 ` .NUMBER OF BEDROOMS _..p.� 11 10&11) GARBAGE DISPOSAL UNIT ' -S ME P X26 A5 PARCEL 115 TOTAL ESTIMATED FLOW ( 110 GAL./eR./DAY X _ 6_ BR.) _.030-'GAL/DAY ES, AND SEPTICS ARE TO BE REMOVED. REQUIRED SEPTIC TANK CAPACITY ..1199_ GAL HALL BE REMOVED FROM UNDER AND FOR ACTUAL SIZE OF SEPTIC TANK _1�_ GAL OIL ABSORPTION SYSTEM AND BE REPLACED :e OI CLASSIFlCATION _ SOIL t LEGEND. . 310 CMR 15.255.(3). OF �� ( `1gOFk!n at % DESIGN PERCOLATION RATE 5-1- MIN./IN. 4.S �+, 44 I T EFFLUENT LOADING RATE 97�_ GAL./DAY/S.F. EXISTING SPOT ELEVATION 00,0 8t 8.33 . T. EXISTING CONTOUR ----00---- rs. LEACHING AREA SQ x ?� t A { s P'"Jt'I 1i (11X80)F(71X2X10/12) FINAL SPOT ELEVATION FOTO �� FINAL CONTOU +t o c 1 .-, LEACHING CAPACITY AREA k RATE �I09Sf GAL/DAY r �•, SUM a e+ 353 1' ;, ( ) SOIL TEST LOCATION. p,. 778.33 X 0.74 RESERVE LEACHING CAPACITY .075-84 GAL'/DAY UTILITY POLE TOWN -WATER W a / \ W r CATCH BASIN , S R *N c ro•. GAS'UNE tTA r C..` x I :CLEAN OUT��-•>> ®td ED PLA = CESSPOOL C.P. Q APPR � I DAT //I- 02003 .5 Jf 4 1.02003 SWEETSER ENGINEERING C: SB PROD 4842-03 DWG 4842-03.DWG � I, ,