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Home My WebLink AboutEngineered Plan - Rev. 2014.' TEE SEPTIC TANK** TEE 31.6* 30.6' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH :..... _. o000000000ao MASS. ENVIRONMENTAL CODE TITLE V. GAS BAFFLE :` °90000009 0.92' 30.81' 30.64 29.68' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. ... ,•. ,.:: :.:�: , ;::.:..,•.:16 H-20 HIGH CAPACITY INFILTRATORS WATERTEST D'BOX FOR LEVELNESS EACH UNIT: 6.25' X 2.83 X 16" HIGH 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 25' X 11.3' ( „ NO STONE, PROPOSED) 9.' COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 6 CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION COMPACTION. (15.221 [21) 7.18' OBTAINED FROM BOARD OF HEALTH. 2.6 SLOPE 1 1w SLOPE 10 CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SYSTEM PROFILE NOTES ACCESS COVERS TO WITHIN 6" 0 F FIN. GRADE 1. DATUM IS ASSUMED TOP FOUND. EL. 36.2' (NOT TO SCALE) 2" PEASTONE OR GEOTEXTILE PROVIDE INSPECTION PORTS TO WITHIN 3" OF FINISH GRADE O d Rd' \ n Locus FILTER FABRIC OVER STONE2. 34.0, � MUNICIPAL WATER IS AVAILABLE MINIMUM .75'10F COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM � n ': `4 3. MINIMUM PIPE PITCH TO BE /8„ PER FOOT. 0 ' PRECAST H-io Route ALL SYSTEM COMPONENTS SHALL BE RISERS (TYP.) - 4" PVC MARKED WITH `MAGNETIC TAPE OR 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO 2 0 33.0' PSCH40 PIPES LEVEL 1ST 2' COMPARABLE MEANS FOR FUTURE LOCATION. H- 10 ,.: :... ;....:,, :..... .,. 31.0 .; 5. PIPE 'JOINTS TO BE MADE WATERTIGHT. ' 10" EXISTING 14" .' TEE SEPTIC TANK** TEE 31.6* 30.6' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH :..... _. o000000000ao MASS. ENVIRONMENTAL CODE TITLE V. GAS BAFFLE :` °90000009 0.92' 30.81' 30.64 29.68' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. ... ,•. ,.:: :.:�: , ;::.:..,•.:16 H-20 HIGH CAPACITY INFILTRATORS WATERTEST D'BOX FOR LEVELNESS EACH UNIT: 6.25' X 2.83 X 16" HIGH 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 25' X 11.3' ( „ NO STONE, PROPOSED) 9.' COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 6 CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION COMPACTION. (15.221 [21) 7.18' OBTAINED FROM BOARD OF HEALTH. 2.6 SLOPE 1 1w SLOPE 10 CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ( % ) ( • , LEACHING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION FOUNDATION- EXIST. SEPTIC TANK; 30' D' BOX 6' FACILITY BOTTOM TH 2 EL. 22.5' of ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR To LOCUS MAP COMMENCEMENT OF WORK. NOT TO SCALE * INSTALLER SHALL VERIFY THE LOCATIONS OF ALL THE INSTA 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND <77 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS BUCK ISLAND ROAD REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ASSESSORS MAP 47 PARCEL PRIOR ,TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ? 7o 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 3�- - - - - - - - - - - - - - - - - - - - = - - - REMOVED 5' BENEATH AND AROUND THE PROPOSED **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT '10 �'Qo 323S 32 2� 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE �s �e LEACHING FACILITY. WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE OR H-20 BENCH MARK - TOP OF A' ( + z WATER �Hl ITTf1FF Fl32.3) ` SYSTEM STEM DESIG : SEPTIC TANK IF IT WILL BE SUBJECT TO `VEHICLE LOADING &/OR > 3' BELOW GRADE). 32 32Q8 W S S 2 165.00 3 0- - GARBAGE DISPOSER IS NOT ALLOWED c� I ' DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD X28, 32 s2 USE A 330 GPD- DESIGN FLOW 2 9 2 SEPTIC TANK. 330 GPD (2) = 660 3 I 33 RE -USE EXISTING SEPTIC TANK** 2a 41LEACHING: � +� I 12.6' � � 3� Aq�� 4.73 SF/LF x 6.25' LENGTH = 29.56 SF PER sy�,o 26 >,Foo \ HIGH CAPACITY INFILTRATOR UNIT Rid + l + 330 GPD/0.74 GPD/SF _ = 445.9 SF LEACHING �3 3 F� �3 REQ'D + � SF/UNIT = 15.1 UNITS 3Q I � 9 445.9.. SF/29.56 S / 34 92 I 16 p I = THEREFORE, USE GRAVELLESS SYSTEM OF ( ) TEST ` HOLE LOGS 3� _1Q v H-20 HIGH CAPACITY UNITS IN FIELD 2a 2SI+o 3Q CONFIGURATION OF 4 ROWS OF 4 UNITS ENGINEER: DANIEL E. GONSALVES, SE #13587 I N 16 UNITS x 29.5 SF = 472 SF > 445.9 SF WITNESS. BRUCE MURPHY, CHO 35Q, I' r 472 SF (0.74) 349 GPD (OK) DATE: 5/20/14 3S \ s ss PERC. RATE = < 2 MIN/INCH 01) c✓� s s 76� i 3� o �_9S A CHAIN LINK FENCE 2& O M A CLASS SOILS `� 6' '97 " APPROVED DATE BOARD OF HEALTH N ELEV. o EXISTING DWELLING TOP FNDN. = 36.2' _ 34.0' TITLE 5 SITE PLAN A EDGE OF WEiIAND 4 , j 00' off OF LS NOTE: DECK AT REAR NOT 10YR 3/2 SHOWN 7" 277 -BUCK ISLAND ROAD B LOT 9 LS33,100 s Ft WEST YARMOUTHMA / 10YR 4/6 q 31" 31.4' 0.76E AC. PREPARED FOR Health Department 1AN0 . C Offr ��- KELLIE MARCHANT EDGE Of W� PERC 50 Name %4C' Ms DATE: MAY 20, 2014 REV: MAY 29, ` 2014 (LEACHING) off 508-362-4541 10YR 7/8 / .^.�.,�.. � � ,. fax 508-362-9880 downca e.com 9 r_ o 6(9 5 F rrF I o �::AN!EElLA. ,� IbIE� �`.F don ca en �n��rin enc. / �' A 1 f, 2 {; ;, i.n , ` civil engineers and surve138" 22.5' yor °� IST 939 Main Street Rte 6A NO GROUNDWATER ENCOUNTERED o� of ;:v.. YARMOUTHPORT MA 02675Sl.1 30 ro QAC, Y DATE DANIEL A. OJALA, P.E., P.L.S. DCE #88-308 0 15 30 45 60 75 FEET 88-308 MARCHANT.DWG O9asse t .Pond Horse Pond O d Rd' n Locus o _73ISIO oD � n 0 Route ( % ) ( • , LEACHING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION FOUNDATION- EXIST. SEPTIC TANK; 30' D' BOX 6' FACILITY BOTTOM TH 2 EL. 22.5' of ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR To LOCUS MAP COMMENCEMENT OF WORK. NOT TO SCALE * INSTALLER SHALL VERIFY THE LOCATIONS OF ALL THE INSTA 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND <77 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS BUCK ISLAND ROAD REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ASSESSORS MAP 47 PARCEL PRIOR ,TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ? 7o 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 3�- - - - - - - - - - - - - - - - - - - - = - - - REMOVED 5' BENEATH AND AROUND THE PROPOSED **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT '10 �'Qo 323S 32 2� 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE �s �e LEACHING FACILITY. WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE OR H-20 BENCH MARK - TOP OF A' ( + z WATER �Hl ITTf1FF Fl32.3) ` SYSTEM STEM DESIG : SEPTIC TANK IF IT WILL BE SUBJECT TO `VEHICLE LOADING &/OR > 3' BELOW GRADE). 32 32Q8 W S S 2 165.00 3 0- - GARBAGE DISPOSER IS NOT ALLOWED c� I ' DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD X28, 32 s2 USE A 330 GPD- DESIGN FLOW 2 9 2 SEPTIC TANK. 330 GPD (2) = 660 3 I 33 RE -USE EXISTING SEPTIC TANK** 2a 41LEACHING: � +� I 12.6' � � 3� Aq�� 4.73 SF/LF x 6.25' LENGTH = 29.56 SF PER sy�,o 26 >,Foo \ HIGH CAPACITY INFILTRATOR UNIT Rid + l + 330 GPD/0.74 GPD/SF _ = 445.9 SF LEACHING �3 3 F� �3 REQ'D + � SF/UNIT = 15.1 UNITS 3Q I � 9 445.9.. SF/29.56 S / 34 92 I 16 p I = THEREFORE, USE GRAVELLESS SYSTEM OF ( ) TEST ` HOLE LOGS 3� _1Q v H-20 HIGH CAPACITY UNITS IN FIELD 2a 2SI+o 3Q CONFIGURATION OF 4 ROWS OF 4 UNITS ENGINEER: DANIEL E. GONSALVES, SE #13587 I N 16 UNITS x 29.5 SF = 472 SF > 445.9 SF WITNESS. BRUCE MURPHY, CHO 35Q, I' r 472 SF (0.74) 349 GPD (OK) DATE: 5/20/14 3S \ s ss PERC. RATE = < 2 MIN/INCH 01) c✓� s s 76� i 3� o �_9S A CHAIN LINK FENCE 2& O M A CLASS SOILS `� 6' '97 " APPROVED DATE BOARD OF HEALTH N ELEV. o EXISTING DWELLING TOP FNDN. = 36.2' _ 34.0' TITLE 5 SITE PLAN A EDGE OF WEiIAND 4 , j 00' off OF LS NOTE: DECK AT REAR NOT 10YR 3/2 SHOWN 7" 277 -BUCK ISLAND ROAD B LOT 9 LS33,100 s Ft WEST YARMOUTHMA / 10YR 4/6 q 31" 31.4' 0.76E AC. PREPARED FOR Health Department 1AN0 . C Offr ��- KELLIE MARCHANT EDGE Of W� PERC 50 Name %4C' Ms DATE: MAY 20, 2014 REV: MAY 29, ` 2014 (LEACHING) off 508-362-4541 10YR 7/8 / .^.�.,�.. � � ,. fax 508-362-9880 downca e.com 9 r_ o 6(9 5 F rrF I o �::AN!EElLA. ,� IbIE� �`.F don ca en �n��rin enc. / �' A 1 f, 2 {; ;, i.n , ` civil engineers and surve138" 22.5' yor °� IST 939 Main Street Rte 6A NO GROUNDWATER ENCOUNTERED o� of ;:v.. YARMOUTHPORT MA 02675Sl.1 30 ro QAC, Y DATE DANIEL A. OJALA, P.E., P.L.S. DCE #88-308 0 15 30 45 60 75 FEET 88-308 MARCHANT.DWG