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Home My WebLink About151.102.1.1 - Proposed Septic DesignF TEXTURE: COLOR MOTT. OTHER 0-16 0/A ,LOAMY SAND 10YR3/3 ' TOP OF'FOUNDATION 16-32 B 20 FT. MINIMUM FROM CELLAR L611GFELL017 RD., LOT 14 YARMOUTH, AMASS. ELEV. 102.10 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE ELEV. _ Q_07 6• SUMP ELEV. ACTUAL CONCRETE DATE OCT 24, 2003 COVERS DISTRIBUTION_ -I' SCHEDULE 40 PVC PIPE OUTLET JOB No. 5841-00 I.RN. PITCH 1/8" PER FT. ELEV. BOX - J L LOCATION MAP r 8.30 14 INCHES {TO BE PLACED ON FIRM BASE} TO BE WATER TESTED 4• CAST IRON PIPEAX,�- 5 FEET 6 FEET SLAB ELEV. 94.80 ---- (OR EQUAL) MINIMUM GATLLON 1500 GALLON 1F MORE THAN ONE OUTLET PITCH 1/4" PER FT. ti t 34 SEPTIC ANK (70 BE PLACED ON FIRM BASE) s TEE INCHES IC I 3/4• TO 1 1/2" CLEAN J FLOW LINE ° ELEV ► X260 t0' 87.9 •8/.4/ r SOIL t 7 / I 1 ST 2 r- �. 1 •I 83.8 LIMIT OF/ 1 I t 5' OVERD�IG 1 I 51 1 1 151 TES * I 1 I.• r hI 1 /. / •18t.� � / ziDl I 145. 4 1 + i • 94.2La I- 1 0 CL k 8j 3 i 1500 GALLON a J I I SE?TIC TANK/ 913.6 a •f31. 1 •817.4 \� 9 7aQ 4, LOT 11 �� A 15, 060.7 t S. F. so. 1 038 SAC. 91. r / / E5' h r p CLEAN SAND fNSPECI c s. ... .rev -yam .. •... ai' rr .... SOIL TEST DATE OF SOIL TEST OCTOBER 23. 2003 SOIL TEST DONE BY G WITNESSED BY A. VON HONE N PORT .OAM AND SEED OSSMVATION HME t ELEV.- 87.50 OBSERVA11MI HME 2 ELEV.- 89.60 2• LAYER OF PERCOLATION RATE t_2WN./INCH AT 49 INCHES PERCOLATION RATE < 2 MIN.ANCH IN C HORIZON 1/8• TO 1/2• t92.00 VAX. WASHED STONE VENT 98.7 i IAN• ' NOT REQUIRED 89.00 'o a ELEV. 4 87.67 8 HIGH CAPACITY �NILTRRATORS WITH �. g 10.17 DEPTH HORIZ TEXTURE: COLOR MOTT. OTHER 0-16 0/A ,LOAMY SAND 10YR3/3 '-ELEV. 90.00 LEVEL 16-32 B LOAMY SAND 10YR5/8 L611GFELL017 RD., LOT 14 YARMOUTH, AMASS. ELEV._ 41L 32-120 C BGAAFFLSE ELEV. _ Q_07 6• SUMP ELEV. SU'=ER EWGDVEMWG 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATE OCT 24, 2003 r DISTRIBUTION_ LIQUID _, OUTLET JOB No. 5841-00 ELEV. BOX - J L LOCATION MAP 4 FEET 14 INCHES {TO BE PLACED ON FIRM BASE} TO BE WATER TESTED 5 FEET 6 FEET 19 INCHES 24 INCHES GATLLON 1500 GALLON 1F MORE THAN ONE OUTLET 8 FEET " 34 SEPTIC ANK (70 BE PLACED ON FIRM BASE) s INCHES IC I 3/4• TO 1 1/2" CLEAN J DOUBLE WASHED STONE FREE OF FINES do SILT SEWAGE DISPOSAL SYSTEM PROFILE s= NOT TO SCALE 87.9 •8/.4/ r SOIL t 7 / I 1 ST 2 r- �. 1 •I 83.8 LIMIT OF/ 1 I t 5' OVERD�IG 1 I 51 1 1 151 TES * I 1 I.• r hI 1 /. / •18t.� � / ziDl I 145. 4 1 + i • 94.2La I- 1 0 CL k 8j 3 i 1500 GALLON a J I I SE?TIC TANK/ 913.6 a •f31. 1 •817.4 \� 9 7aQ 4, LOT 11 �� A 15, 060.7 t S. F. so. 1 038 SAC. 91. r / / E5' h r p CLEAN SAND fNSPECI c s. ... .rev -yam .. •... ai' rr .... SOIL TEST DATE OF SOIL TEST OCTOBER 23. 2003 SOIL TEST DONE BY G WITNESSED BY A. VON HONE N PORT .OAM AND SEED OSSMVATION HME t ELEV.- 87.50 OBSERVA11MI HME 2 ELEV.- 89.60 2• LAYER OF PERCOLATION RATE t_2WN./INCH AT 49 INCHES PERCOLATION RATE < 2 MIN.ANCH IN C HORIZON 1/8• TO 1/2• t92.00 VAX. WASHED STONE VENT 98.7 i IAN• ' NOT REQUIRED 89.00 'o a ELEV. 4 87.67 8 HIGH CAPACITY �NILTRRATORS WITH �. g 10.17 DEPTH HORIZ TEXTURE: COLOR MOTT. OTHER 0-16 0/A ,LOAMY SAND 10YR3/3 NO ROOTS 16-32 B LOAMY SAND 10YR5/8 L611GFELL017 RD., LOT 14 YARMOUTH, AMASS. 32-120 C MEDIUM SAND 2."/6 20% COBBLES 13 X X I TRENCH FORMATION SOIL ABSORPTION ION WELL N/A NO MATER ENCOUNTERED AT 12a_ ELEV. _ 7 S NO WATER ENCOUNTERED AT _-120_ ELEV. •• _ Lm ZONE SYSTEM (SAS) INDEX ADJUST USGS PROBABLE WATER TABLE ELEV, OBSERVED WATER TABLE ( / / ) ELEV, - BOTTOM'OF TEST HOLE ELEV. - DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-15 O/A LOAMY SAND 16YR3/3 NO ROOTS 15-36 8 LOAMY SAND 10115/8 L611GFELL017 RD., LOT 14 YARMOUTH, AMASS. 36-120 C MEDIUM SAND 2.5Y6/6 /•98.2 99. * .4 96.1 I � ^-7 1 tEL N�HvAf ff #AC 99.8 DRIVE {1 t / ILN(AZA+m) W 100.0 J¢ j r7 $ o t I t �101.6� � • 98.2 t v 1 t ' r t r t r t �t / • 96 r , t � f 102.1 DESIGN CALCULATIONS NUMBER OF BEDROOMS 4GARBAGE DISPOSAL_ LEGEND: TOTAL ESTIMATED FLOWT EXISTING SPOT ELEVATION ■0.0 REQUIRED SEPTIC NK CAPt 4 M) __440 _ GAL/DAY EXISTING CONTOUR ION _ ---- ACTUAL SIZE OF SEPTIC TANK ISM GAL. FINAL SPOT ELEVATION SOIL CLASSIFICATION �1- FINAL CONTOUR TP DESIGN PERCOLATION RATE "-- MIN./IN. SOIL. TEST LOCATION EFFLUENT LOADING RATE --0GAL./DAY/S.F. ((�� UTILITY POLE �O, LEACHING AREA x,26. SO. FT. ` C IrA ; H SN iW f_N ^ (iiX49}F(59XZXi0/t2) AS LI Gk0j" LEACHING CAPACITY (AREA X RATE) .010 GAL./DAY P CP ' 626.33 X 0.74 MAR 22 �AN �V C 0. RESERVE LEACHING CAPACITY 46.148 GAL/DAY BUILDIN DEPT. NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P. TITLE 5 AND THE TOWNS 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 P R A KING AREAS. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL 8E MORTARED IN PLACE. � 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS T0. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTIUTIES 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 C__ 9. LOT IS SHOWN ON ASSESSORS MAP 161 AS PARCEL 102 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 CMR15.255:(3). 11. A NEGATIVE GRADE OF 3/4• PER FOOT SHALL BE MAINTAINED FOR A IF MASc- MINIMUM OF 15'.. AWAY FROM THE FOUNDATION. 12. A VARIANCE OF 2' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE EVEN WITH THE HIGH POINT IN ROAD INSTEAD OF 2' ABOVE. APPROVED: BOARD OF HEALTH DATE AGENT NMI Rp LcL0`85 o LCbVGFELL {y P t o {n� PROPOSED SEPTIC DESIGN FOR JOHN TURINESE L611GFELL017 RD., LOT 14 YARMOUTH, AMASS. SU'=ER EWGDVEMWG 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATE OCT 24, 2003 SCALE 1 " = 20' REv. MAR. 12, 2004 JOB No. 5841-00 LOCATION MAP REV. ----] SHEET 1 OF 1 NMI