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Home My WebLink AboutApp# 3-A018E 6 ��f e 6 ��f t • I� 77-1 �_ J mm I . outdoor thowar 2 00 -- rLT ♦ TOP OF FOUNDATION ELEV. = 39900 cc / 36701 SOIL TEST 20 FT. MINIMUM FROM CELLAR DATE OF SOIL TEST DECEMBER 24u2 92 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND SOIL TEST DONE BY q'KEETSER ENG03 INEERING ' FT. MINIMUM WITNESSED 8Y A. YQN HONE CONCRETE LOAM AND SEED OBSERVATION HOLE 1 ELEV.-_ 33.20 OBSERVATION HOLE 2 ELEV.= 32.00 COVERS 4' SCHEDULE 40 PVC PIPE PERCOLATION RATE _ < 2 MIN./INCH AT __ 55 INCHES PERCOLATION RATE _S_2— MIN./INCH IN C HORIZON. MIN. PITCH 1/8" PER FT. 2" LAYER OF 1/8" TO 1/2- 34.00 MAX. WASHED STONE 4" CAST IRON PIPE 31.75 MIN. NOT REQUIRED (OR EQUAL) MINIMUM z PITCH 1/4' PER FT. TEE FLOW LINE 10" ELEV. 33.50 - TMIN.z'� LEV. o ^31_50 LEV__ EL , ELEV. _ ALZ5_ GASELEV. = 30.7 6" SUMP ELEV, 30—_ BAFFLE DISTRIBUTION ELEV: �- BOX -� 104 INCHES (TO BE PLACED ON FIRM BASE) TO BE ,WATER TESTED 19 INCHESIF MORE THAN ONE OUTLET 24 INQHES 1500' GALLON (TO BE PLACED ON FIRM BASE) 29 INCHES 34 INCHES SEPTIC TANK 3/4' TO 1 1/2' CLEAN J DOUBLE WASHED STONE FREE OF FINES & SILT SEWAGE DISPOSAL SYSTEM PROFlLE NOT TO SCALE 31.00 °i a o a 10o aELEV. 29.67 6 HIGH CAPACITY INFILTRATORS WITH STONE IN AN z - 87 TE`TH �HORIZ TEXTURE COLOR MOTT. OTHER 0-10 0/A LOAMY SAND 10YR3/4 NO ROOTS 10-36 B LOAMY SAND 10YR5/8 C ROOTS 36-12C C COURSE SAND 7.5YR6/6 AOJusT 207 COBBLES 11' X 48' X 10' TRENCH FORMATION j �2 • OTHER 0-6 In WELL N A NO WATER ENCOUNTERED AT 120_ ELEV. _ __2 -UD SOIL ABSORPTION B LOAMY SAND 10YR5/8 ROOTS ZONE C SYSTEM (SAS) INDEX AOJusT LEGEND: USGS PROBABLE WATER TABLE ELEV. _ __—_ EXISTING SPOT ELEVATION OO,A OBSERVED WATER TABLE ( / / ) ELEV. = _ EXISTING CONTOUR----00---- BOTTOM OF TEST HOLE ELEV. _ FINAL SPOT ELEVATION O FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE -O- TOWN WATER —W—W l® j CATCH BASIN GAS LINE CLEAN OUT C� CESSPOOL C.P. O /LIMIT 0 SOIL 5' OVE IG TEST • % ! ;/ �> r 0 SOIL LOi 46 / TEST 2/ i / /,i' QQOQ VV _ AREA 18,6821 SF. i � �(�Q• / �. •f �_ rel. , � iii,'! � � - � ^% �i / y D./bOX 500 GALL \ 4 EPnc TA } B�• , 0299 ate- �nR. 10"V- J EItYAAAW J7.70• " , (M42 YA) C i / I / _7� i •.I t. 2 0 SEIUCKET - LOCUS DEPTH HOR7Z TEXTURE COLOR MOTT. OTHER 0-6 0/A LOAMY SAND 10YR3/3 NO ROOTS 6-36 B LOAMY SAND 10YR5/8 ROOTS 36-132 C MEDIUM SAND 7.5YR6/8 NO WATER ENCOUNTERED AT _132- ELEV. a _2LOQ DESIGN CALCULATIONS 4 NUMBER OF BEDROOMS - GARBAGE DISPOSAL UNIT NO - TOTAL ESTIMATED FLOW ( 110 GAL/SR./DAY X 4 _ BR.) _4-40_ GAL./DAY REQUIRED SEPTIC TANK CAPACITY _B$0_ GAL. ACTUAL SIZE OF SEPTIC TANK 1500 GAL, SOIL CLASSIFICATION DESIGN PERCOLATION RATE Ste__ MIN./IN. EFFLUENT LOADING RATE 07 GAL./DAY/S.F. LEACHING AREA 626__ SO. FT. (1108)•(59=10/12) LEACHING CAPACITY (AREA X RATE) A§3A GAL./DAY 626.33 X 0.74 RESERVE LEACHING CAPACITY -43,R GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF �fSB►i(KL4i__- 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 JN 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-B88-344-7233 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. C 8. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP 127 AS PARCEL X24`. 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). APPROVED: BOARD OF HEALTH DATE AGENT PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION ROJECT LOCATION LOT 46 MERCHANT AVE, YARMOUTH SEER ENGNNF.ERWG 235 GREAT WESTERN ROAD 508- P. O. BOX 713 98-3922 SOUTH DENNIS. MASS. 0266 °A DEC: 27, 200211SCALE _ 20' tH 9,:Ral F TOP OF FOUNDATION ELEV. - 39..00-� I1 10 FT. MINIMUM 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4 PER FT. -ELEV. = 33.50 ELEV. 20 FT. MINIMUM FROM CELLAR FT. MINIMUM FROM SLAB OR CRAWL SPACE CONCRETE COVERS 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. - CLEAN SAND LOAM AND SEED 2" LAYER OF 1/8" TO 1/2" L3M4.00X WASHED STONE VENT 31.75 MIN. NOT REQUIRED -oil i TEE � �I FLOW UNE 31.00 ° 10" �MIN. yy _ o o _ ELEV. .. _31_50 LEL o a I F o 10�' ELEV. = 29.87 BAFFLE ELEV. = 30.77 6" SUMP ELEV. _ _30_55_ —� �— DISTRIBVUTION ELEV. BOX _a�Q,S4_ 6 HIGH CAPSTONEIPIN� INFILTRATORS KITH (TO BE PLACED ON FIRM BASE)T 8 W TE TESTED 67 SOIL TEST DATE OF SOIL TEST DECEMBER 24,2002 SOIL TEST DONE BY lj Ef T ER EENGNJERING WITNESSED BYV_QN HONE OBSERVATION HOLE 1 ELEV.- 33.20 OBSERVATION HOLE 2 ELEV.=_ 32.00 PERCOLATION RATE MIN./INCH AT _ 55 — INCHES PERCOLATION RATE < _2__ MIN./INCH IN C HORIZON. DEPTH HORIZ I TEXTURE COLOR MOTT. OTHER 0-10 0/A LOAMY SAND 10YR3/4 NO ROOTS 10-36 B LOAMY SAND 10YR5/8 ROOTS 36-12C C COURSE SAND 7.5YR6/6 209 COBBLES 4 1-ttl is INGHtJ Ile 0 E A R 11' X 48' X 10 TRENCH FORMAT ON OTHER 0-6 5 FEET 6 FEET 19 INCHES 24 INCHES 1500 GALLON IF MORE THAN ONE OUTLET (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION w WELL N/A NO WATER ENCOUNTERED AT 170_ ELEV. _ __2320 7 FEET 29 INCHES SEPTIC TANK `J {r ZONE MEDIUM SAND 8 FEET 34 INCHES 3/4" TO 1 1/2" CLEANINDEXDOUBLE SYSTEM (SAS) WASHED STONE REv. ADJUST FREE OF FINES & SILT LEGEND: SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. _ OBSERVED WATER TABLE ( / / ) ELEV. _ _�_ _ EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR ----00---- /LIMIT 0 SOIL / NOT TO SCALE ' BOTTOM OF TEST HOLE ELEV. _ _ZLQQ_ FINAL SPOT ELEVATION J5'OVE IG TEST 1 ♦%�/�� - FINAL CONTOUR SOIL TEST LOCATION Q UTILITY POLE -4 SOIL %` i TOWN WATER —W w '�/ % / // % (�� L0746 s TEST 2/ y;" i CATCH BASIN AREA 18682t S.F. GAS LINE CC / Z CLEAN OUT CESSPOOL C.P.0 DEPTH HORIZ Ile COLOR MOTT. OTHER 0-6 0/A LOAMY SAND 10YR3/3 NO ROOTS 6-36 B LOAMY SAND 10YR5/8 t� `J {r C MEDIUM SAND 7.5YR6/8 1" — 20' =MAR. 12, 2003 5595-46 LOCATION MAP REv. SHEET 1 OF 1 /LIMIT 0 SOIL / • // J5'OVE IG TEST 1 ♦%�/�� SOIL %` i ( '�/ % / // % (�� L0746 s TEST 2/ y;" i r,.��' // AREA 18682t S.F. /t/ Box /15, OAl L N r %r q // / 47,8).' e.l 1 SEPTIC TA, O. 29 j V , I /V E 4b / i 38,5 +y CLEAN OUT CESSPOOL C.P.0 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-6 0/A LOAMY SAND 10YR3/3 NO ROOTS 6-36 B LOAMY SAND 10YR5/8 SV=ER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 ROOTS 36-132 C MEDIUM SAND 7.5YR6/8 1" — 20' NO WATER ENCOUNTERED AT _132:_ ELEV. = __71 Q0 DESIGN CALCULATIONS NUMBER OF BEDROOMS 4__ GARBAGE DISPOSAL UNIT No__ TOTAL ESTIMATED FLOW - (.110 GAL/BR./DAY X 4 SR.) 4_ GAL./DAY REQUIRED SEPTIC TANK CAPACITY _-WQ- GAL. ACTUAL SIZE OF -SEPTIC TANK 1500 GAL. SOIL CLASSIFICATION _._L__ DESIGN PERCOLATION RATE 5 5-- MIN./IN. EFFLUENT LOADING RATE A.Z4_ GAL./DAY/S.F. LEACHING AREA _626_33SQ. FT. (11X48)+(59X2X1O/12) LEACHING CAPACITY .(AREA X RATE) MIR GAL./DAY 626.33 X 0.74 RESERVE LEACHING CAPACITY #53,4$. GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF _YARVQnL_ 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. - S. PARCEL IS IN 'FLOOD ZONE___ C 9. LOT IS SHOWN ON ASSESSORS MAP _ 127 AS PARCEL z4_. 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). I � '43 MSP 13 APPROVED: BOARD OF HEALTH DATE AGENT Ole 596-DODWG 02002 SWEETSER ENGINEERING 1 4 SE7rjCKEr LDCus PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION PROJECT LOCATION LOT 46 MERCHANT AVE, YARMOUTH SV=ER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATEDEC. 27; 2002SCALE 1" — 20' =MAR. 12, 2003 5595-46 LOCATION MAP REv. SHEET 1 OF 1 Ole 596-DODWG 02002 SWEETSER ENGINEERING 1