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Home My WebLink AboutEngineered Plan - Rev. 20168. PIPE FOR SEPTIC SYSTEM _TO SCH. 40-4 PVC. 6" CRUSHED STONE OR MECHANICAL f COMPACTION. (15.221 [2]) 7.6, 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED G -W ADJ. DATA: WITHOUT INSPECTION BY BOARD OF HEALTH AND 2 1 _ ( � sLOPE)MIN ( � SLOPE) 1 � SLOPE) WELL MIW 29 YARMOUTH HEALTH DEPT POLICY PERMISSION OBTAINED FROM BOARD OF HEALTH RTE 28 0Q Y BL V o Lewise wis Pond Bay LOCUS ll y Rod/o ( 5.0' ZONE: A REQUEST USING HALF THE , LEACHING , _ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING. 10 46 ADJUSTMENT. MAP FOUNDATION SEPTIC TANK D BOX ` ' 8 ADJ. 1.1 LOCUS M/'1t- FACILITY DIGSAFE 1-888- 44-7233 AND VERIFYING THE ADJUSTED GROUNDWATER ELEV. 2.6 � 3 ) USE 0.55 ADJUSTMENT LOCATION OF ALL UNDERGROUND `& OVERHEAD UTILITIESSCALE: 1 = 2,000'± *NOTE: TO COMMENCEMENT OF WORK. *THE INSTALLER SHALL VERIFY THE NOTE. INTERIOR PLUMBING TO BE RAISED TO LOCATIONS OF ALL UTILITIES AND .ALL ELEVATION SHOWN- ON PLAN VIEW.PLUMBER . 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS. MAP 17 PARCEL 15 ' BUILDING SEWER OUTLETS AND ELEVATIONS TO CONFIRM FEASIBILITY PRIOR TO INSTALLING REMOVED 5' BENEATH AND AROUND THE PROPOSED _. _-- __ ___ _ LEACHING FACILITY. -PORTION �__-ANY--P-ORTION---ANYSEPTIC. SYSTEM ___ __: _ ION OF _______ --- - -0 INSTALLING -ANY PORT _ _ _ _ -___-: __._. _ _-- _ ___- _ -- PRIOR Tii SYSTEM. DESIGN. -_ ---- -- -_ ______-. _------- -- LOCUSLL IS WITHIN FEMA FLOOD ZONE AE EL 11 SEPTIC SYSTEM 12. EXISTING LEACHING FACILITY. SHALL BE PUMPED AND � )'----_-_ GARBAGE DISPOSER IS NOT ALLOWED REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. AS SHOWN ON COMMUNITY PANEL #25001 CO588J DATED 7/16/2014 DESIGN FLOW: 5 BEDROOMS @ 550 GPD = 550 GPD USE A 550 GPD DESIGN FLOW SEPTIC TANK: 550 GPD 2 - 1100 USE. A 1500 GAL. H C -10 SEPTI ..TANK AUGER HOLE LOG I CRAIG J. FERRARI SE #13871 I LEACHING. ENGINEER. � i s SIDES 550 GPD .74 = 744 SF REQUIRED . AMY VON O HONE, RS WITNESS. 25 X 30 750 SF OK �o DATE. 555 GP4/21/2016 I O S GPD OK 75 F X .74 = _ < 2 MIN INCH PER 2007 TH / I . USE A 25 X 30 PIPE AND STONE LEACHING ,FIELD PERC. RATE / I CLASS SOILS 5 REM AL OF UNSUITABLE S IL O � REQUIRED AROUND 1M TE OF L { LEACHING FACILITY DO TO / SUITABLE SOI ER. REPLACEELEV. 8 f WITH CLEAN ED. SAND. M / MA 1 p 9.0 APPROVED DATE BOARD OF HEALTH _ a \ \ q LS f o 0 10YR 3/2 / \ 12 ti ;, co \Q B LS 36 6.0 10YR 4/4 , i LATHCAUTION! U ILITIES IN AREA OF BEDROOM BEDROOM C PROPOSER -SEPTIC COMPONENTS! N (SEE NOT 10.) N MS P G W ADJ. DATA. SLEEVE SEWER LINE WITHIN 10' OF / I STORAGE 1 OYR 7 4 I / WELL. MIW 29 WATER LINE-�� - - - ZONE: A 9 / SECOND FLOOR ADJ: 1.1' / LAYOUT \\% \ 0 / NOT TO SCALE FEBENCHMARK / CORNER STEP G / 1 LEV=11.8'G GARAGE USE 0.55 ADJUSTMENT 84» 2.0' GROUNDWATER ENCOUNTERED AT 84" EL. 2.0' ROOMY 1 LIVING ROOM � / BEDROOM T�TLE KITCHEN PLAN \ / OF f UTILITY BATH \ I !\ BEDROOM B DR \ k DR. E v G ST ; FR FLOOR (WEST)LAYOUT NOT TO SCALE k \ G o) 0 2 E S L S E v G COPREPARED FOR _\ DONALD DORCHESTER O � 0 1 5 0� S DATE: SEPTEMBER 28 2007 -, REV. DATE: JANUARY 15 2008 CALCS 9 C REV. APRIL 29 2010 MOVE SAS REV. MAY 2 2016W (NE AUGER HOLE) REV. MAY 27, 2016LEACHING SIZE) ) F REV. AUGUST 3 2016 5 BEDROOM 8 _ Scale. 1 "= 20 0 10 20 30 40 50 FEET off 508-362-4541 r �-- fax 508-362-9880 �t MA S _ a � downca e.co s c� m O �T a P q � s DANIEL G � u� i DANIEL A. m s A �. c a e � � eery OJA LA da n n n ninc. OJALA 8 g �. CIVIL engineers No. 40980 civil en D. 9 Aa - !� S land surveyors � JSTI r N �0// soNAL 939 Main Street Rte 6A _ , YARMOUTHPORT MA 02675 DATEDANIEL A. OJALA P.E. P.L.S. DCE 07-235` 07-235 DORCHESTER.DWG DDF SYSTEM PROFILE MARKCORNERS OF NOTES LEACHING FIELD W (NOT TO SCALE) REBAR SET 4» BELOW INSPECTION PORT (SEE DETAIL) 1. DATUM IS NAVD 88 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE GRADE TOP FOUND. EL. 11.4' 2%" SLOPE 2. MUNICIPAL WATER IS EXISTING MINIMUM .75. OF COVER OVER PRECAST FILTER FABRIC TOP 8.58 SEE PAVEMENTSECTION " 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. _ ,, 9.33 FINISHED GRADE 4 E LOAM & SEED OR PAbE AS REQ. PRECAST H-10 RISERS (TYP.) WATERTEST D BOX 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 2 FOR LEVELNESS 4"wscH40 PVC TO BE AASHO H-20 ;_.. ,. PIPES LEVEL 1ST 2 CLEAN FILL \! 5. PIPE JOINTS. TO BE MADE WATERTIGHT. ... 9.39'* " 1500 GAL H-10 " 10 14> 4" PERFORATED PVC 5' O.C. S=O.00S - - O i g, g' TEE SEPTIC TANK TEE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH :. :: 8.94 000000000000 >3/4"-1-1/2" DOUBLE WASHED 310 CMR 15.000 TITLE 5. ) GAS BAFFLE.., 000000000000 0r0n0n000- ,; 8 STONE LEACHING FIELD ° "DEPTH /i MIN BELOW INV. 4' LIQ. LEVEL (WIGGIN OR EQUA 8 .48' 8.31' 8.25 ° , $.1 /� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO LEVEL BOTTOM o - % BE USED FOR LOT LINE STAKING OR ANY OTHER 00 o0o0o0o0o0o0o0o0o0o0o0o0o0o0o000000400000° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0\<. . /i, /i /. �1!i�!i�li.�/� /i�/i /i /i PURPOSE. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. ^�oon0 _n_n„n_n.o 0 o O o r r.r_n.n_n. o.o o 30 0' 8. PIPE FOR SEPTIC SYSTEM _TO SCH. 40-4 PVC. 6" CRUSHED STONE OR MECHANICAL f COMPACTION. (15.221 [2]) 7.6, 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED G -W ADJ. DATA: WITHOUT INSPECTION BY BOARD OF HEALTH AND 2 1 _ ( � sLOPE)MIN ( � SLOPE) 1 � SLOPE) WELL MIW 29 YARMOUTH HEALTH DEPT POLICY PERMISSION OBTAINED FROM BOARD OF HEALTH RTE 28 0Q Y BL V o Lewise wis Pond Bay LOCUS ll y Rod/o ( 5.0' ZONE: A REQUEST USING HALF THE , LEACHING , _ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING. 10 46 ADJUSTMENT. MAP FOUNDATION SEPTIC TANK D BOX ` ' 8 ADJ. 1.1 LOCUS M/'1t- FACILITY DIGSAFE 1-888- 44-7233 AND VERIFYING THE ADJUSTED GROUNDWATER ELEV. 2.6 � 3 ) USE 0.55 ADJUSTMENT LOCATION OF ALL UNDERGROUND `& OVERHEAD UTILITIESSCALE: 1 = 2,000'± *NOTE: TO COMMENCEMENT OF WORK. *THE INSTALLER SHALL VERIFY THE NOTE. INTERIOR PLUMBING TO BE RAISED TO LOCATIONS OF ALL UTILITIES AND .ALL ELEVATION SHOWN- ON PLAN VIEW.PLUMBER . 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS. MAP 17 PARCEL 15 ' BUILDING SEWER OUTLETS AND ELEVATIONS TO CONFIRM FEASIBILITY PRIOR TO INSTALLING REMOVED 5' BENEATH AND AROUND THE PROPOSED _. _-- __ ___ _ LEACHING FACILITY. -PORTION �__-ANY--P-ORTION---ANYSEPTIC. SYSTEM ___ __: _ ION OF _______ --- - -0 INSTALLING -ANY PORT _ _ _ _ -___-: __._. _ _-- _ ___- _ -- PRIOR Tii SYSTEM. DESIGN. -_ ---- -- -_ ______-. _------- -- LOCUSLL IS WITHIN FEMA FLOOD ZONE AE EL 11 SEPTIC SYSTEM 12. EXISTING LEACHING FACILITY. SHALL BE PUMPED AND � )'----_-_ GARBAGE DISPOSER IS NOT ALLOWED REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. AS SHOWN ON COMMUNITY PANEL #25001 CO588J DATED 7/16/2014 DESIGN FLOW: 5 BEDROOMS @ 550 GPD = 550 GPD USE A 550 GPD DESIGN FLOW SEPTIC TANK: 550 GPD 2 - 1100 USE. A 1500 GAL. H C -10 SEPTI ..TANK AUGER HOLE LOG I CRAIG J. FERRARI SE #13871 I LEACHING. ENGINEER. � i s SIDES 550 GPD .74 = 744 SF REQUIRED . AMY VON O HONE, RS WITNESS. 25 X 30 750 SF OK �o DATE. 555 GP4/21/2016 I O S GPD OK 75 F X .74 = _ < 2 MIN INCH PER 2007 TH / I . USE A 25 X 30 PIPE AND STONE LEACHING ,FIELD PERC. RATE / I CLASS SOILS 5 REM AL OF UNSUITABLE S IL O � REQUIRED AROUND 1M TE OF L { LEACHING FACILITY DO TO / SUITABLE SOI ER. REPLACEELEV. 8 f WITH CLEAN ED. SAND. M / MA 1 p 9.0 APPROVED DATE BOARD OF HEALTH _ a \ \ q LS f o 0 10YR 3/2 / \ 12 ti ;, co \Q B LS 36 6.0 10YR 4/4 , i LATHCAUTION! U ILITIES IN AREA OF BEDROOM BEDROOM C PROPOSER -SEPTIC COMPONENTS! N (SEE NOT 10.) N MS P G W ADJ. DATA. SLEEVE SEWER LINE WITHIN 10' OF / I STORAGE 1 OYR 7 4 I / WELL. MIW 29 WATER LINE-�� - - - ZONE: A 9 / SECOND FLOOR ADJ: 1.1' / LAYOUT \\% \ 0 / NOT TO SCALE FEBENCHMARK / CORNER STEP G / 1 LEV=11.8'G GARAGE USE 0.55 ADJUSTMENT 84» 2.0' GROUNDWATER ENCOUNTERED AT 84" EL. 2.0' ROOMY 1 LIVING ROOM � / BEDROOM T�TLE KITCHEN PLAN \ / OF f UTILITY BATH \ I !\ BEDROOM B DR \ k DR. E v G ST ; FR FLOOR (WEST)LAYOUT NOT TO SCALE k \ G o) 0 2 E S L S E v G COPREPARED FOR _\ DONALD DORCHESTER O � 0 1 5 0� S DATE: SEPTEMBER 28 2007 -, REV. DATE: JANUARY 15 2008 CALCS 9 C REV. APRIL 29 2010 MOVE SAS REV. MAY 2 2016W (NE AUGER HOLE) REV. MAY 27, 2016LEACHING SIZE) ) F REV. AUGUST 3 2016 5 BEDROOM 8 _ Scale. 1 "= 20 0 10 20 30 40 50 FEET off 508-362-4541 r �-- fax 508-362-9880 �t MA S _ a � downca e.co s c� m O �T a P q � s DANIEL G � u� i DANIEL A. m s A �. c a e � � eery OJA LA da n n n ninc. OJALA 8 g �. CIVIL engineers No. 40980 civil en D. 9 Aa - !� S land surveyors � JSTI r N �0// soNAL 939 Main Street Rte 6A _ , YARMOUTHPORT MA 02675 DATEDANIEL A. OJALA P.E. P.L.S. DCE 07-235` 07-235 DORCHESTER.DWG DDF