The URL can be used to link to this page

Home My WebLink About83-1599O 3omo �� ZO U ZO p _ �3o cEE ¢yS 2F4w as and Lc� i�� 3i>� _ e rooms ate^ vU� 'u`i n m Oyo m5t� z � o r �E �RL� _¢_ c ? 9-1- m`m IR TOP OF FOUNDATION ELEV. - 10275 20 F AINfMUM 10 FT. MINIMI CONCRETE COVERS - SOIL TEST DATE OF SOIL TEST MAY 292002 CLEAN SAND SOIL TEST DONE BY SKE.TSER ENGINEERING WITNESSED BY A, VONHONE INSPECTION PORT OBSERVATION HOLE 1 ELEV., 103.oa OBSERVATION HOLE 2 ELEV. - 100.30 4' SCHEDULE 40 PVC PIPE LOAM AND SEED MIN PITCH 1J6 • PER FT PERCOLATION RATE <_ MIN./INCH AT 69 INCHES PERCOLATION RATE < 2 MtN./INCH IN Cl & C2 HORIZON. 2 LAYER OF 1/8' TO 1/2 - MAX WASHED STONE VENT 98.65 MIN. NOT REOUtRED z 1 CU. FL OF CONCRETE 97.80 b ANCHOR e 10' ° 96.47 ELEV. 4 HIGH CAPACITYNI fRATORS WITH STONE z 17 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-14 A LOAMY SAND 10YR2/1 NO ROOTS 14-32 81 LOAMY SAND 10YR5/8 20% 00. 32-46 B2 4450(OR 7.5YR5/8 4' 'CAST IRON PIPE COBBLES 46-120 Cl COURSE SAND 2.5Y7/3 USGS PROBABLE WATER TABLE ELEV. - FREV. EXISTING SPOT ELEVATION 00.0 EQUAL MINIMUM 3 NQ 08SERVED WATER TABLE ( / / ) ELEV. - EXISTING CONTOUR ----00---- TOTAL ESTIMATED FLOW _ BOTTOMOF TEST HOLE ELEV. - 90.30 _ FINAL SPOT ELEVATION FINAL CONTOUR PITCH 1/4 PER FL _3 4_ CAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY X50_ GAL GAL UTILITY POLE -0•- ACTUAL SIZE OF SEPTIC TANK _15Cn- TOWN WATER -WSW CATCH BASIN SOIL CLASSIFICATION DESIGN PERCOLATION RATE _I - S -b- MIN./IN. GAS LINE - FLOW LINE .74- GAL/DAY/S.F.' Rill FT. ' ELEV. LEACHING AREA -10• MIN. 97.75 yy OVEI. (11X38)+(47X2X10/12) ELEV. _ _ LE o ELEV. - �Q•�_ GAS ELEV. _Vp _ �]�Q 6 ELEV. BAFFLE DISTRIBUTION ELEV. _ LIQUID OUTLET -BZm- (TO BEGPLACED ON FIRM BASE) •BOX TO BE WATER TESTED 4 FEET 5 FEET 14 INCHES 19 INCHES 1500 GALLON IF MORE THAN ONE OUTLET 7 FEET 29 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) 8 FEET 34 INCHES 3/4• TO 1 1/2• CLEAN .. DOUBLE WASHED STONE FREE OF FINES & SILT SEWAGE DISPOSAL SYSTEM PROFILE. NOT TO SCALE 2 LAYER OF 1/8' TO 1/2 - MAX WASHED STONE VENT 98.65 MIN. NOT REOUtRED z 1 CU. FL OF CONCRETE 97.80 b ANCHOR e 10' ° 96.47 ELEV. 4 HIGH CAPACITYNI fRATORS WITH STONE z 17 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-14 A LOAMY SAND 10YR2/1 NO ROOTS 14-32 81 LOAMY SAND 10YR5/8 20% COBBLES 32-46 B2 LOAMY SAND 7.5YR5/8 20% COBBLES 46-120 Cl COURSE SAND 2.5Y7/3 USGS PROBABLE WATER TABLE ELEV. - DEPTH HORIZ TEXTURE COLOR .MOTT. OTHER 0-12 A LOAMY SAND IOYR2/2 NO ' ROOTS 12-25 B1 LOAMY SAND ,0YR5/8 ROOTS 25-54 Cl MEDIUM SAND 10YR6/8 REV. JULY 17, 2002 J� NO 5413-00 54-120 C2 MEDIUM SAND 2.SY6/2 USGS PROBABLE WATER TABLE ELEV. - 11* X 38' X 10' TRENCH FORMATION n cRgB �REFK w• WEIR ROAD LOCUS PROPOSED SEPTIC : DESIGN',, FOR JOSH GREW SOIL ABSORPTION WELL NA NO WATER ENCOUNTERED AT - 120_ ELEV. 03.00 NO WATER ENCOUNTERED AT 190 ELEV. _ _20.30. ' ZONE S 7 a � OGIAJWG 235 GREAT WESTERN ROAD 8-39 SOUTH DENNIS MASS. 398-3922 026601 SYSTEM (SAS) INDEX - SCALE 1 = 20, REV. JULY 17, 2002 J� NO 5413-00 ADJUST LEGEND: DESIGN CALCULATIONS USGS PROBABLE WATER TABLE ELEV. - FREV. EXISTING SPOT ELEVATION 00.0 NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT 3 NQ 08SERVED WATER TABLE ( / / ) ELEV. - EXISTING CONTOUR ----00---- TOTAL ESTIMATED FLOW _ BOTTOMOF TEST HOLE ELEV. - 90.30 _ FINAL SPOT ELEVATION FINAL CONTOUR ( 110 GAL/BR./bAY X _.L_ BR.) _3 4_ CAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY X50_ GAL GAL UTILITY POLE -0•- ACTUAL SIZE OF SEPTIC TANK _15Cn- TOWN WATER -WSW CATCH BASIN SOIL CLASSIFICATION DESIGN PERCOLATION RATE _I - S -b- MIN./IN. GAS LINE - EFFLUENT LOADING RATE .74- GAL/DAY/S.F.' Rill FT. CLEAN OUT C. LEACHING AREA SO. CESSPOOL C.P. (11X38)+(47X2X10/12) _ LEACHING CAPACITY (AREA X RATE) 32;2j-iu GAL/DAY. RESERVELEACHINGCAPACITY Z'L44. GAL/DAY • X 0.74 92.3 . �� - -� _ NOTES: . go.- ` �-- � w L ALL WORKMANSHIP AND MATERIALS SHAH CONFORM TO D.E.P.' TITLE 5 AND THE TOWN OF-�G'.+Hl�gm RULES 'AND HW"TTAC Bar REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. (asramlar WEIR jROAD 50',ETpA11 J 100.3 j 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF FINISHED GRADE. "ENT / 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF GR L WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN STpN ALL 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE /USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. gg9 80.95 J 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. ( 99 2W�� 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH •: -. _.,` •rY • - �\ 1 CRA � \ � 1 for 10t, DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO AREA =16,194 t SF. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 97.4 _ / / 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 99.t ` T IS TO CALL 'DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS 101 3 96 Dj / f (HOLE I PRIOR TO COMMENCING WORK ON SITE. \ 90. ES l 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS R£S 6 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION 70 u,.i 00"� H IS 70 BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER1 47 IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE C_ . i 7 ` -- �� $ 3 ; 9. LOT IS SHOWN ON ASSESSORS MAP 128 AS PARCEL 38 W �O / ' A 10. A SILT FENCE WORK LIMIT IS TO BE INSTALLED PRIOR TO COMMENCING 100. 4 TLAND BUA-FIR � ANY WORK ON SITE. 6XJ4 POC �1 ?5 74 RESER y/'\ j 11. GUTTER, DOWNSPOUTS AND DRYWELL ARE REQUIRED. • i u.8 I PROPO D f 1 ( 12. ALL DISTURBED AREAS ARE TO BE REVEGETATED. ` Ash �- .J �W� 13. VARIANCES TO YARMOUTH REGULATIONS: J BEDROOM G. A. SOIL ABSOR13TION SYSTEM LESS THAN 100' AWAY FROM WETLAND. DRYWEPLi DNELLINO \ ' h0 "5 `+ - + B. RESERVE AREA LESS THAN 100' FROM WETLAND. 1500 GALL b r1 fa'% r' tr 14. 1N THE EVENT OF FAILURE OF THE PRIMARY SAS, IT IS TO BE REMOVED. S£P71C TAN T. . [ f1r ,� k A. Wt 1i o PUMAS RE -EXCAVATED, AND CLEANED THE REPLACED IN SAME POSITION. ' , ,�, i 6119a� APPROVED: BOARD OF HEALTH 1 g 9a.296.C' 105 7 `�j�`114j33 tQ� IiAR1�'N y og 1. 1 47.9 Fla 1 / os 1 1 �cr DATE AGENT s \PU h iT• g 6 lG� �15p 2 0'(98 99.0 1 `�-+�, . . S/LTfEN E3 t0».2 98 how L/"/TW) 472 q 7,8 \3\ / 95.4 100 p0 CRA 1,n WAY, \ \ t ��946 2 / .G •-�,» 94.6 / l9a.8 -49 4. 51fJ-OO.OWC O cRgB �REFK w• WEIR ROAD LOCUS PROPOSED SEPTIC : DESIGN',, FOR JOSH GREW PROJECT LOCATION LOT /�/}� 395 T7EIR ROAD, YARMOUTH S 7 a � OGIAJWG 235 GREAT WESTERN ROAD 8-39 SOUTH DENNIS MASS. 398-3922 026601 DATE JUNE 20, 2002 SCALE 1 = 20, REV. JULY 17, 2002 J� NO 5413-00 SHEET 1 OFA LOCATION MAP FREV. 51fJ-OO.OWC O .✓ itJ 4" 'CAST IRON PIPE PITCH Q1 /4) PERIMUFTM I�-ELEV: - 98-2 {i ELEV. - -10.Qg- 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8- PER FT. `ELEV. - 97.75 /LE1EL GAS VV ELEV. - f7,60 J6" SU P ELEV. BAFFLE DISTRIBUBOX v ELEV. - (TO BE PLACED ON FIRM BASE) -J TO BE WATER TESTED 1500 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK (TO BE PLACED ON FIRM BASE) 314' TO 1 1/2" CLEAN -� DOUBLE WASHED STONE FREE OF FINES do SILT SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE i I i 92.3 -• =.o MDPAM7 1.I6 !K 1 Dimm / .>mA' WEIR jROAD 50, µT,LAN MEN �q6 _ SFOM ��. 80 -451 09.2 \\� CPA L WAY \ 950f/ \ 97.5 � '� � 97.4 . 101 3 . v, \ I 3 I m`^ 700 WETLAND EU rEQ, 6XJ4 P ?5 103 '_ N J BEDROa; DRYNEL[ Ori£LLINC _71 1500 i sfP7 w o � f\ i 99 47.9 93 i C��FFER - y'3J.2 X19 9_ SIL T fEN f °6 a Z2- °6 j00•p0 CRA V-1 WAY j/ C46 / 4.1 194.2 f� t 95-1 morc�.nvn rvm LOAM AND SEED 2" LAYER OF 1/8" TO 1/2" MAX. WASHED STONE rN T 96••5' UN. T REQUIRED z CUFT.OF ONCRETE NCHOR a o ° - 2 _ °'og o ELEV. - 98.47 4 HIGH CAPACITY INFILTRATORS WITH STONE IN AN 11' X 38" X 10• TRENCH FORMATION '17 OBSERVATION HOLE 1 ELEV- 103.00OBSERVATION HOLE' 2 ELEV.100-30{ PERCOLATION RATE < 2 MIN./INCH AT _ _69 INCHES PERCOLATION RATE < 2 MIN./INCH IN C1 do C2 .HORIZON. DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-14 A LOAMY SAND IOYR2/1 NO ROOTS 14-32 81 LOAMY SAND 10YR5/8 20% COBBLES 32-46 82 LOAMY SAND 7.5YR5/8 20% COBBLES 46-120 C1 COURSE SAND 2.5Y7/3 DEPTH HORIZ TEXTURE COLOR I 70 -TT. OTHER - 0 -12 A LOAMY SAND 10YR2/2 NO ROOTS 12-25 81 LOAMY SAND 10YR5/8 ROOTS 25-54 01 MEDIUM SAND 10YR6/8 54-120 C2 MEDIUM SAND 2.5Y6/2 WELL N/A NO WATER ENCOUNTERED AT 190_ ELEV. - 91 oo NO WATER ENCOUNTERED AT 19n ELEV. - __90 3D SOIL ABSORPTION ZONE SYSTEM (SAS) INDEX ADJUST USGS PROBABLE WATER TABLE ELEV. - OBSERVED WATER TABLE ( / / ) ELEV. - BOTTOM OF TEST HOLE ELEV. - 90.30 / c? ..10L. AREA 146,194.* SF. y RESERVE ? �u • 105 i 1T ► b 1 o• \ I'C° 4 7e LEGEND: DESIGN CALCULATIONS EXISTING SPOT ELEVATION 00x0 NUMBER OF BEDROOMS _3_ EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW FINAL CONTOUR---[ - ( 110 GAL/IDR./DAY X _3 BR.) �0_ GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY _p-50_ GAL UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL TOWN WATER -W- SOIL CLASSIFICATION CATCH BASIN ®\ DESIGN PERCOLATION RATE < 5 MIN./IN. GAS LINE EFFLUENT LOADING RATE x.74 GAL.IDAY/S.F. CLEAN OUT LEACHING AREA 474.33 SO. FT. CESSPOOL C.P. Q (11X36)+(47)=0/12) LEACHING CAPACITY (AREA X RATE) 351.00 GAL/DAY 474.33 X 0.74 RESERVE LEACHING CAPACITY M' LM GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF YARMOUTH 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 $HALL 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 MASONARY 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 ONSITE: 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 126 AS PARCEL _38 10. A SILT FENCE WORK LIMIT IS TO BE INSTALLED PRIOR TO COMMENCING I / ANY WORK ON SITE. 11. GUTTER, DOWNSPOUTS AND DRYWELL ARE REQUIRED. 12. ALL DISTURBED AREAS ARE TO BE REVEGETATED. 13. VARIANCES TO YARMOUTH REGULATIONS: � �� A. SOIL ASSORBTION SYSTEM LESS THAN 100 AWAY FROM WETLAND. t `F B. RESERVE AREA LESS THAN 100' FROM WETLAND. " a 14. IN THE EVENT OF FAILURE OF THE PRIMARY SAS, IT IS TO BE REMOVED, 1 JW 1z, ` ;� U [>us RE -EXCAVATED, AND CLEANED THE REPLACED IN SAME POSITION., 3' 618' APPROVED: BOARD OF HEALTH DATE AGENT G• 1S8�PR0J15413-00 1swg1541J-00.OMC 02002 SWEETSER £NGINEERINGI 1 cRAB CREEK W WEIR ROAD LOCUS PROPOSED SEPTIC DESIGN FOR JOSH GREW PROJECT LOCATION OT 395 VEIR ROAD, YARMOUTH S"2M35 G "EA'RVG r' D 235 GR'WESTERN ROAD 508- SOUTH DENNIS MASS. 398-3922 02660 DATE JUNE 20, 20021 SCALE 1 _ 20' REV. JULY '17, 2002 PollNo. '5413-00 LOCATION MAP JFREV, SHEET 1 OF 1 - G• 1S8�PR0J15413-00 1swg1541J-00.OMC 02002 SWEETSER £NGINEERINGI 1