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Home My WebLink AboutEngineered Plan - 2014EEA1 EM PROFILE MARKED WITHCMAGNETICTTAPE OR BE NOTE)SYSALL SYSTEM (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.ASSUMEDCONCRETE COVERS TO WITHIN 3" GRADE1. DATUM IS ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2 PEASTONE OR GEOTEXTILE 28.6' FILTER FABRIC OVER STONE 2. ..MUNICIPAL WATER IS EXISTING TOP FOUND.' EL MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM ' 27.0'-28. 0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. BLOCKS OR PRECAST H-io' WATERTEST D'BOX FOR LEVELNESS PRECAST RISERS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST RISERS (TYP.) 26.36 4''mSCH40 PVC MORTAR ALL INVERT IN 24.17' UNITS TO BE AASHO H-10 PIPES LEVEL 1ST 2' 4, COMPONENTS ... (TYP.)' �ENDS SIDES 25.0' 5. PIPE JOINTS TO BE MADE WATERTIGHT. EXISTING JTEE ° �,o 0 0 ��0®OCA 0�� 6. CONSTRUCTION DETAILS TO BE 1N ACCORDANCE SEPTIC TANK** 25:96t'* C�oO❑ ° °� °°°° D��Q��00�0® ®®�CO�O�®DDD °,� WITH 310 CMR 15.000 (TITLE V.) 10 ° ° ° o ° o o,°°° TSF o °° ° aoaa-MEM - o ®®a�=0000aoo ' 24.44 21 4.Z/ II - - NOT TO BE USED FOR .LOT. LINE -STAKING ... I '. OTHER PURPOSE.. OR E UAL ST Q 1 � RECA .. .. 0 0000000 _ RS BY ACME P 0 0 0 0 p o 0 0 0 � H 20 -500 .GAL LEACHING CHAMBE o 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0- - o000000poo�o^o�o^p�oop000000�000�o,°,o°o°o°o o. o,o„o _ _ ^-�•O ° 3/4°-1-1�2' DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. - « MECHANICAL 0 OUTSIDE OF STONE: 25.00' X 12.83' 6 .CRUSHED .STONE OR MECHAN OVERALL DIMENSIONS T � 7 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [2]) CONCEALED WITHOUT INSPECTION BY BOARD OF 6 6 1 oPE HEALTH AND PERMISSION OBTAINED FROM BOARD (-% SLOPE) (_% SL ) OF HEALTH. LEACHING TH-1 NO GROUNDWATER LOCUS MAP FOUNDATION- EXIST. SEPTIC .TANK 23 D BOX, 12 FACILITY No cRouNDwATER FoulvO 10. CONTRACTOR SHALL 8E RESPONSIBLE FOR CALLING DIGSAFE `(1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND Se NOT TO SCALE ALL OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF *THE INSTALLER SHALLVERIFYTHE LOCATIONS OFA WORK. UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS J ASSESSORS .MAP 127 PARCEL 75TEM � UNSUITABLE MATERIAL ENCOUNTERED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYS SH ANY r LL BE REMOVED 5' BENEATH AND AROUND THE VARIANCE REQUESTED, UNDER MAX.- FEASIBLE COMPLIANCE SEPTIC TANK SIZE AT SHA **INSTALLER SHALL CONFIRM MINIMUMS PROPOSED' LEACHING -FACILITY. REPLACE / D..+r 15.405 1000 GALLONS AND ITS SUITABILITY FOR ` RE -USE. ) " r1 • REDUCTION IN SETBACK FROM SAS TO FOUNDATION WITH 1500 GALLON SEPTIC 'TANK APPROPRIATE TO SITE f, (( '�/ 12. EXISTING`LEACHING FACILITY SHALL BE PUMPED -1b. W u i LED WITH CLEAN 0' TO 13.4' ' CONDITIONS. IF NOT SUITABLE = � - lW'� � I j r y AND .REMOVED OR PUMPED AND FILLED (20. ) SAND. 1f: REDUCTION IN SETBACK FROM SAS TO WETLAND (100.0 TO 77') watermain W_-- SYSTEM DESIGN. w ----_ w �- w W -"w------- GARBAGE DISPOSER IS NOT ALLOWED 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY,TING 3 BEDROOM DWELLING DOWN TO SUITABLE SOIL LAYER. RE I PLACE EXI S ® LANE WITH CLEAN MED. SAND, To MEET DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD ®RIF T®o SPECIFICATIONS OF 310 CMR 15.255(3) USE A 330 GPD DESIGN FLOW BENCH 'MARK SLAB AT0.�'� x-2g�_ -.- -7n ..fir 90 EL. GARAGE DOOR. EL. 28.3 x _ .-5-� i � wso -A=1- SEPTIC TANK: 330 GPD (2) = 660 _� 5 1 5 �o _ -- i 3-g 30 �o K 285 x 29 4o - R=246 0 _ **RE -USE EXISTING 1000 GAL. SEPTIC TAN -o •32 _ _ - -, --- - 2g _, ( TH1 \ 9 LEACHING: g1 ® - 8.2 101,i 0 28.10 83 2 .74 = 112 GPD x x 28:38 SIDES. 2 (25 + 12. ) ( ) 29 ; SPRUCE I/ G RDEN 2g 1 5 �/ i 27.52 o o BOTTOM 25 x' 12.83 .74) 237 GPD HOLE ti 8. - p• I �77.�;, h PROVIDE 38 OF 40 MIL B ( H LE -LOGS �� m x , 07 -/ . 1 _7 a 27.10 AT 5' OFF SAS IN TEST. 1 IO PFS, /r LINER AREA'SHOWN. TOP AT ELEV. TOTAL: 472 S.F. 349 GPD X ? 5 28. PAVED O \ 4 IL N R , OM AT EL. 21.0't _8.4. 25.0 , BOTTOM SE 13587 DRIVE x DANIEL E. GONSALVES, � � � ,.5,.x..28.60 - ENGINEER. 28 =8 ; 'x '�� ' USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR AMY VON HONE, RS WITNESS: - 1 EOAR EQUAL)WITH 4' STONE ALL AROUND �7. - 2�a SHED 6/25/14 �\ 27.68 �6 _y x i8 DATE:� � � � ` < 2 MIN INCH 8.16 , PERC. RATE / �� 8.z LINE � DA MA 25 � SLEEVE WATER 24 33 APPROVED TE BOARD OF HEALTH CLASS I SOILS x 27.32 WITHIN 10, OF SEPTIC ,TANK ELEV. 0TITLE SITE PLA 1O EXIST. DWELLING 01� 28.0 TOP FNDN. = 28.6' OF 48„ 54" 82" SIEVE 132" FILL A LS 1OYR 5/,6 B LS 1OYR 5/6 C M/CS 1OYR 7/4 O DECK 25 DRIFTWOOD LANE SOUTH, YA RMOUTH MA Porton".valid for Ft!? ... a 1C: SVSTF lllf ONLY ! d, .. a and Local sep,* ,..r antes, PREPARED FOR ' af Health review and approval R ca roval is re mre 23.5 165 2-% _ ,_..+u- at�y #'tatu. e. add itiunshenuv xtianslxticrations to LOT 24 sewage fae sties and/or structures/dwelling. o � CONSTRUCTION 16923 S . Ft. ��AN r. rt �ent RTOLOTTI CO STRUC Sq. OF WE � Yarmouth E��etetth )')ui�a n EDGE ad VPROV /. {i 9 �. /WALSH 21.2, *%: =M�C_ DATE: JUNE 25, 2014 N Date all 508-362-4541 . ^ fax 508-362-9880 downcape.com 00WO Cdjbe eti 5 L civil engineers IN 17.0' - �- ,� �� ` ,<n\ _,� land surveyors o, ST caj S ` 's., ---- ,- Y F 9 Main Street R Scale:1 = 20 93 (- to 6A) NO GROUNDWATER ENCOUNTERED ) �,., w/ `° ''-YARMOUTyPORTMA 02675 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA P.E., P.L.S. 14-.139 BORTOLOTTI_WALSH.DWG ;,DCE #14-139 C�� s �o. Follins o Pond oG� �, Oriftw od Eri/r s � h Stoney Hill Roa Locus z 0 a Locus Knob Hill Route 6 (-% SLOPE) (_% SL ) OF HEALTH. LEACHING TH-1 NO GROUNDWATER LOCUS MAP FOUNDATION- EXIST. SEPTIC .TANK 23 D BOX, 12 FACILITY No cRouNDwATER FoulvO 10. CONTRACTOR SHALL 8E RESPONSIBLE FOR CALLING DIGSAFE `(1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND Se NOT TO SCALE ALL OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF *THE INSTALLER SHALLVERIFYTHE LOCATIONS OFA WORK. UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS J ASSESSORS .MAP 127 PARCEL 75TEM � UNSUITABLE MATERIAL ENCOUNTERED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYS SH ANY r LL BE REMOVED 5' BENEATH AND AROUND THE VARIANCE REQUESTED, UNDER MAX.- FEASIBLE COMPLIANCE SEPTIC TANK SIZE AT SHA **INSTALLER SHALL CONFIRM MINIMUMS PROPOSED' LEACHING -FACILITY. REPLACE / D..+r 15.405 1000 GALLONS AND ITS SUITABILITY FOR ` RE -USE. ) " r1 • REDUCTION IN SETBACK FROM SAS TO FOUNDATION WITH 1500 GALLON SEPTIC 'TANK APPROPRIATE TO SITE f, (( '�/ 12. EXISTING`LEACHING FACILITY SHALL BE PUMPED -1b. W u i LED WITH CLEAN 0' TO 13.4' ' CONDITIONS. IF NOT SUITABLE = � - lW'� � I j r y AND .REMOVED OR PUMPED AND FILLED (20. ) SAND. 1f: REDUCTION IN SETBACK FROM SAS TO WETLAND (100.0 TO 77') watermain W_-- SYSTEM DESIGN. w ----_ w �- w W -"w------- GARBAGE DISPOSER IS NOT ALLOWED 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY,TING 3 BEDROOM DWELLING DOWN TO SUITABLE SOIL LAYER. RE I PLACE EXI S ® LANE WITH CLEAN MED. SAND, To MEET DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD ®RIF T®o SPECIFICATIONS OF 310 CMR 15.255(3) USE A 330 GPD DESIGN FLOW BENCH 'MARK SLAB AT0.�'� x-2g�_ -.- -7n ..fir 90 EL. GARAGE DOOR. EL. 28.3 x _ .-5-� i � wso -A=1- SEPTIC TANK: 330 GPD (2) = 660 _� 5 1 5 �o _ -- i 3-g 30 �o K 285 x 29 4o - R=246 0 _ **RE -USE EXISTING 1000 GAL. SEPTIC TAN -o •32 _ _ - -, --- - 2g _, ( TH1 \ 9 LEACHING: g1 ® - 8.2 101,i 0 28.10 83 2 .74 = 112 GPD x x 28:38 SIDES. 2 (25 + 12. ) ( ) 29 ; SPRUCE I/ G RDEN 2g 1 5 �/ i 27.52 o o BOTTOM 25 x' 12.83 .74) 237 GPD HOLE ti 8. - p• I �77.�;, h PROVIDE 38 OF 40 MIL B ( H LE -LOGS �� m x , 07 -/ . 1 _7 a 27.10 AT 5' OFF SAS IN TEST. 1 IO PFS, /r LINER AREA'SHOWN. TOP AT ELEV. TOTAL: 472 S.F. 349 GPD X ? 5 28. PAVED O \ 4 IL N R , OM AT EL. 21.0't _8.4. 25.0 , BOTTOM SE 13587 DRIVE x DANIEL E. GONSALVES, � � � ,.5,.x..28.60 - ENGINEER. 28 =8 ; 'x '�� ' USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR AMY VON HONE, RS WITNESS: - 1 EOAR EQUAL)WITH 4' STONE ALL AROUND �7. - 2�a SHED 6/25/14 �\ 27.68 �6 _y x i8 DATE:� � � � ` < 2 MIN INCH 8.16 , PERC. RATE / �� 8.z LINE � DA MA 25 � SLEEVE WATER 24 33 APPROVED TE BOARD OF HEALTH CLASS I SOILS x 27.32 WITHIN 10, OF SEPTIC ,TANK ELEV. 0TITLE SITE PLA 1O EXIST. DWELLING 01� 28.0 TOP FNDN. = 28.6' OF 48„ 54" 82" SIEVE 132" FILL A LS 1OYR 5/,6 B LS 1OYR 5/6 C M/CS 1OYR 7/4 O DECK 25 DRIFTWOOD LANE SOUTH, YA RMOUTH MA Porton".valid for Ft!? ... a 1C: SVSTF lllf ONLY ! d, .. a and Local sep,* ,..r antes, PREPARED FOR ' af Health review and approval R ca roval is re mre 23.5 165 2-% _ ,_..+u- at�y #'tatu. e. add itiunshenuv xtianslxticrations to LOT 24 sewage fae sties and/or structures/dwelling. o � CONSTRUCTION 16923 S . Ft. ��AN r. rt �ent RTOLOTTI CO STRUC Sq. OF WE � Yarmouth E��etetth )')ui�a n EDGE ad VPROV /. {i 9 �. /WALSH 21.2, *%: =M�C_ DATE: JUNE 25, 2014 N Date all 508-362-4541 . ^ fax 508-362-9880 downcape.com 00WO Cdjbe eti 5 L civil engineers IN 17.0' - �- ,� �� ` ,<n\ _,� land surveyors o, ST caj S ` 's., ---- ,- Y F 9 Main Street R Scale:1 = 20 93 (- to 6A) NO GROUNDWATER ENCOUNTERED ) �,., w/ `° ''-YARMOUTyPORTMA 02675 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA P.E., P.L.S. 14-.139 BORTOLOTTI_WALSH.DWG ;,DCE #14-139