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HomeMy WebLinkAboutEngineer PlanSOIL TEST PIT DATA NOT TO SCALE TEST PIT TP -1 TEST PIT TP -2 GRD. EL 20.3 GRD. EL. 20.6 LEGEND SHGW EL. 10.3 SHGW EL. - EL. 19.1 EL 17.5 EL. 16.0 EL. 10.3 4" EL. 19.4 34" EL. 17.8 52" t0" EL. 10.6 UNSUITABLE F " Ix MATERIALS (TO BE REMOVED) 14" PERCOLATION TEST RANGE 34" ESTIMATED SEASONAL HIGH GROUNDWATER DESIGN CALCULATIONS DESIGN FLOW DESIGN:5-BEDROOMS 0 110 GPD/BEDROOM = 550 GPD 4 -BEDROOM DWELLING PROPOSED REQUIRED PTI TANK 120" 2 -COMPARTMENT TANK __._.. VENT I(IN)=16.90 2 -COMPARTMENT PARCEL: 63 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. ( T]=16.73 £}. r K1ERgN,( ='�iq/�C�� i' � IOU SEPTIC TANK " j �.o w LEACHING FIELD T"" s:�' ` 2 % I(IN)=17.36 BENCHMARK Hair ZONING DISTRICT: R-40 26' X 30' PA E x:9 I(OUT)=17.11 TOP OF CONCRETE �z N0.46136 I(START)=16.65 RCF �� ..� > ;' oT SETBACKS: FRONT 30 I " 8" ltE j BOUND/DISK 1� 13-0 I(END)=16.50 �De j EL. 18.62 ss,9Fc o �� SIDE 20' 12'-0" - i ED 8 R p yy °Ns s aea_ 1W REAR 20' ^ N ae� 0� 'P I xf ,i'Till T INSPECTION PORT I N ° % $ �, 32) E 144£ OVERLAY DISTRICT: O.K. HIGHWAY 24" DIA. I 1 I PUMP, CRUSH, AND 03° 3" x 13;� NITROGEN SENSITIVE TCOVERS - ABANDON EXISTING 2 0 t �y SEPTIC SYSTEM IN :�� �'� 3 i s7 ZONE: NOT A ZONE II 4,-0. O6 . 6'-2" ACCORDANCE WITH 1 I 7'-o" 6'-0 _ 4'-9" TEE LIQUID TITLE V 3 9 'R \ i FEMA FLOOD UNDER LEVEL 'ZABEL 4 / ZONE DISTRICT: "X", DATED 7-16-2014 1.376 GAL FILTERPROPOSED �' RESERVE AREA G �,j COVER��! PANEL PICKLEBALL COURT.` ; J A=780±S.F. #2500100578 J 6" 6" 6" OUTER PAD IS 3 `�.� „ _�3 Y ,�XP71 1 l ( MINIMUM LOT SIZE: 40,000 S.F. .p _ .30'X60' ;i„,. '�' /I PUMP, CRUSH, AND •'`1� 0' ,O. / ; ABANDON EXISTING 2.00' EXISTING LOT SIZE: 44,290± S.F. n' 01 r) SEPTIC SYSTEM IN S 72 EXISTING BUILDING COVERAGE: 2,2311 S.F 5.3% T-8" 3'-10" �i (o :' 1 , ACCORDANCE WITH 4j ( ") 6" MINIMUM P� 3 T 16„ 3/4" To 1-1/2" / PROPosEi. fir= �x TITLE v F PROPOSED BUILDING COVERAGE: 3,097± S.F 7.0% CROSS-SECTION VIEW IIxI PLAN VIEW CRUSHED STONE q - "� PICKLE BALL�' 2 ',I- -7 - COU f LOCUS REQUIRED T- t NO GW OBSERVED NO GW OBSERVED NOT TO SCALE 550 GPD X 200% = 1,100 GALLONS (1ST COMPARTMENT) ROUND / DISK BOX DETAIL (H-20� 550 GPD X 100% = 550 GALLONS (2ND COMPARTMENT) ' ONSITE SOIL EVALUATION USE 2.000 GALLON 2 -COMPARTMENT SEPTIC TANK FOUND & HELD O SIZE OFREQUIRED- EACHING FACILITY LOCUS MAP DATE: MAY 5, 2021 DESIGN PERC. RATE: <2 MIN/INCH CARBON TEST BY: BSC GROUP, INC. LONG TERM APPL. RATE: 0:74 GPD/SF 3/21/22 WITNESSED BY: MALLORY LANGLER 550 GPD s 0.74 GPD/SF"= 744 SF NOT TO SCALE LICENSED SOIL EVALUATOR: TODD MACDONALD SIZE OF LE6QHIbIG MASSACHUSETTS PERCOLATION RATE: < 2 MINS./INCH FACILITY PROVIDED MIN. 2% SLOPE TO NATURAL SUBGRADE SOIL CLASS: CLASS 1 USE A 780 SQ. FT. LEACHING FIELD (26'x30') REVISIONS: LT.A.R.: 0.74 GPD/S.F. DESC. 1 OVER LEACHING FIELD 3' MIN. PER HEALTH DEPT. 780 S.F. X 0.74 GPD/S.F. = 577 GPD (INSTALLED CAPACITY) 3/21/22 PER HEALTH DEPT. 577 GPD > 550 GPD (27 GPD RESERVE CAPACITY PROVIDED) 2,000 GALLON 2 -COMPARTMENT SEPTIC TANK H -20a NOT TO SCALE NOTES: 24" DIA. COVER, TYP. 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RAISE INLET AND OUTLET COVERS TO 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. FINISHED GRADE USING SEWER BRICK 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. AND MORTAR AS NECESSARY 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK 02673 508 778 8919 WAI I AND ACCFSCIRI F ERnLA TAMV rn%rD 0 10 20 40 FEET __._.. VENT I(IN)=16.90 2 -COMPARTMENT PARCEL: 63 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. ( T]=16.73 £}. r K1ERgN,( ='�iq/�C�� i' � IOU SEPTIC TANK " j �.o w LEACHING FIELD T"" s:�' ` 2 % I(IN)=17.36 BENCHMARK Hair ZONING DISTRICT: R-40 26' X 30' PA E x:9 I(OUT)=17.11 TOP OF CONCRETE �z N0.46136 I(START)=16.65 RCF �� ..� > ;' oT SETBACKS: FRONT 30 I " 8" ltE j BOUND/DISK 1� 13-0 I(END)=16.50 �De j EL. 18.62 ss,9Fc o �� SIDE 20' 12'-0" - i ED 8 R p yy °Ns s aea_ 1W REAR 20' ^ N ae� 0� 'P I xf ,i'Till T INSPECTION PORT I N ° % $ �, 32) E 144£ OVERLAY DISTRICT: O.K. HIGHWAY 24" DIA. I 1 I PUMP, CRUSH, AND 03° 3" x 13;� NITROGEN SENSITIVE TCOVERS - ABANDON EXISTING 2 0 t �y SEPTIC SYSTEM IN :�� �'� 3 i s7 ZONE: NOT A ZONE II 4,-0. O6 . 6'-2" ACCORDANCE WITH 1 I 7'-o" 6'-0 _ 4'-9" TEE LIQUID TITLE V 3 9 'R \ i FEMA FLOOD UNDER LEVEL 'ZABEL 4 / ZONE DISTRICT: "X", DATED 7-16-2014 1.376 GAL FILTERPROPOSED �' RESERVE AREA G �,j COVER��! PANEL PICKLEBALL COURT.` ; J A=780±S.F. #2500100578 J 6" 6" 6" OUTER PAD IS 3 `�.� „ _�3 Y ,�XP71 1 l ( MINIMUM LOT SIZE: 40,000 S.F. .p _ .30'X60' ;i„,. '�' /I PUMP, CRUSH, AND •'`1� 0' ,O. / ; ABANDON EXISTING 2.00' EXISTING LOT SIZE: 44,290± S.F. n' 01 r) SEPTIC SYSTEM IN S 72 EXISTING BUILDING COVERAGE: 2,2311 S.F 5.3% T-8" 3'-10" �i (o :' 1 , ACCORDANCE WITH 4j ( ") 6" MINIMUM P� 3 T 16„ 3/4" To 1-1/2" / PROPosEi. fir= �x TITLE v F PROPOSED BUILDING COVERAGE: 3,097± S.F 7.0% CROSS-SECTION VIEW IIxI PLAN VIEW CRUSHED STONE q - "� PICKLE BALL�' 2 ',I- -7 - COU f LOCUS T- t }' , t '''„�° CONCRETE NOT TO SCALE 20'x44' ROUND / DISK BOX DETAIL (H-20� 4 ' ACTIVATED CARBON } FOUND & HELD O 4 LOCUS MAP INV. 400'DISTRIBUTION `-' 00' VENT FILTER ACTIVATED CARBON VENT FILTER .., 3/21/22 PROFESSIONAL ENGINEER 4" PERFORATED PVC W/SCREW GAP TO EXTEND DOWN NOT TO SCALE X2 . IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE -PLAN DECEMBER 17, 2021 MIN. 2% SLOPE TO NATURAL SUBGRADE Yarmouth Health Department N A F REVISIONS: NO. DATE DESC. 1 OVER LEACHING FIELD 3' MIN. PER HEALTH DEPT. 2 3/21/22 PER HEALTH DEPT. I(END)=16.65 Ny 4'13U�,i5lJ V��3v MAR 2 2 2022 HEALTH DEPT. ' ARPAD VOROS m YARMOUTH PORT, MA 02675 12" MIN. COVER 349 Main Street - Route 28 S POLY -AIR. 02673 508 778 8919 © 2021 The BSC Group, Inc. C 0 10 20 40 FEET FILE: Projects-YAR\50501 00\C\D\50501 00-SP.�d ACTIVATED VENT CARBONLAIV r 8001( �� c 32'50 `► W PAGE 0 m 4" PERFORATED SCH. 40 PVC PIPE CONNECT ENDS OF _ 141.27' (TYP.) LATERALS AND VENT 36" 44 ".. 30' I(END)=16.50 (MIN.) 4" PVC VENT STACK CONCRETE PROFILE BOUND DISK' 2" MIN. of 1/8' Tot 2" 3/4" TO 1-1/2" DOUBLE WASHED STONE FOUND &HELD DOUBLE WASHED STONE FINISH 1 �'�., CONTAINING NO FINES 4" MIN. LOAM AND SEED GRADE , ( ,F NOTF. Cj ;1 �L� r a was GEOTEXTILE FABRIC MAY /'l/ \ V (JC . b � `A BE SUBSTITUTED FOR Q� a i 44,290 t S.F tl's ;'° ,_ 3' 5' 5' 3' 2" PEASTONE LAYER ' di (TYP.) (TYP.) I (TYP.) (TYP.) ^ � -TO LEACHING PIPES �`�� r3 / O fs _ I f j P •- r 1 O I CROSS-SECTION GasSL9jry3!:5 , MAR 27 2022 co 00 HEALTH DEPT. .ro _ ^ /# " LOCUS INFORMATION M. ,x C1' CURRENT OWNER: SMF REALTY TRUST SHEILA M. FITZGERALD, TRUSTEE b TITLE REFERENCE: DEED BOOK 32607, PAGE 291 � r o- PLAN REFERENCE: NO RECORD PLAN @' g DIST. BOX 2000 GALLON IrP`i ocMgs ASSESSORS MAP: 124 __._.. VENT I(IN)=16.90 2 -COMPARTMENT PARCEL: 63 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. ( T]=16.73 £}. r K1ERgN,( ='�iq/�C�� i' � IOU SEPTIC TANK " j �.o w LEACHING FIELD T"" s:�' ` 2 % I(IN)=17.36 BENCHMARK Hair ZONING DISTRICT: R-40 26' X 30' PA E x:9 I(OUT)=17.11 TOP OF CONCRETE �z N0.46136 I(START)=16.65 RCF �� ..� > ;' oT SETBACKS: FRONT 30 I " 8" ltE j BOUND/DISK 1� 13-0 I(END)=16.50 �De j EL. 18.62 ss,9Fc o �� SIDE 20' 12'-0" - i ED 8 R p yy °Ns s aea_ 1W REAR 20' ^ N ae� 0� 'P I xf ,i'Till T INSPECTION PORT I N ° % $ �, 32) E 144£ OVERLAY DISTRICT: O.K. HIGHWAY 24" DIA. I 1 I PUMP, CRUSH, AND 03° 3" x 13;� NITROGEN SENSITIVE TCOVERS - ABANDON EXISTING 2 0 t �y SEPTIC SYSTEM IN :�� �'� 3 i s7 ZONE: NOT A ZONE II 4,-0. O6 . 6'-2" ACCORDANCE WITH 1 I 7'-o" 6'-0 _ 4'-9" TEE LIQUID TITLE V 3 9 'R \ i FEMA FLOOD UNDER LEVEL 'ZABEL 4 / ZONE DISTRICT: "X", DATED 7-16-2014 1.376 GAL FILTERPROPOSED �' RESERVE AREA G �,j COVER��! PANEL PICKLEBALL COURT.` ; J A=780±S.F. #2500100578 J 6" 6" 6" OUTER PAD IS 3 `�.� „ _�3 Y ,�XP71 1 l ( MINIMUM LOT SIZE: 40,000 S.F. .p _ .30'X60' ;i„,. '�' /I PUMP, CRUSH, AND •'`1� 0' ,O. / ; ABANDON EXISTING 2.00' EXISTING LOT SIZE: 44,290± S.F. n' 01 r) SEPTIC SYSTEM IN S 72 EXISTING BUILDING COVERAGE: 2,2311 S.F 5.3% T-8" 3'-10" �i (o :' 1 , ACCORDANCE WITH 4j ( ") 6" MINIMUM P� 3 T 16„ 3/4" To 1-1/2" / PROPosEi. fir= �x TITLE v F PROPOSED BUILDING COVERAGE: 3,097± S.F 7.0% CROSS-SECTION VIEW IIxI PLAN VIEW CRUSHED STONE q - "� PICKLE BALL�' 2 ',I- -7 - COU f REMOVABLE5.GENERAL NOTES COVER PROPOSED 1 PATIO 4 -BEDROOM' 14.$• I CONC. RISER 8» WELLING D i f 5" (6) 5" DIA. KNOCKOUTS r 2 4» ` .- _ 1 TYP. 6 " co 24" 12" DIA. GLOVER 24.1' ,� E f fy f f ✓ o �O 4l 3" L. INSPECTION PORT r �� , , - � � 20, " • NOT TO SCALE THREADED CAP TO F' _. O O )s �. WITHIN 3 INCHES OF =C. x` co 3w . •->.._• a 7" HDPE VALVE BOX FINISHED GRADE s BOTTOM ON LEVEL Via• , 2 STABLE BASE 6" MINIMUM �._ 24" --„a'` F F �_ v i " - 3/4" TO 1-1 /2" f r 21.9 # fj SECTION VIEW CRUSHED STONE LAWN n= i s' PLAN VIEW ; / , tr �^ % I PUMP CRUSH, AND m� r, � x 1ABANDON EXISTING SEPTIC SYSTEM IN NOTES t j f w ;" ACCORDANCE WITH i i f A4 r TITLE V 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. 3" MAX. � 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. i 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL. r t 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. # .� t f � r 'A 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. 0 20,2 3y j a "+.... e „,.. it "� �'`•....� F .i'*..... .+` _ ,-,.-n. ,mm �ESYt.%°A TYPICAL SYSTEM PROFILE` 4" SCH. 40 PVC 4,z: y 3j INSPECTION PORT SHALL PERFORATED PIPE NOT TO SCALE EXTEND DOWN TO THE `^ 6 F Q'- 4" SCH. 40 PVC BOTTOM OF THE SYSTEM EL=21.0 L=121 FT. I SAND AND INTO THE 8 R00 a� S=0.0175 NATURALLY OCCURRING /� S T (`CONCRETE TOP FOUNDATION PERVIOUS SUBGRADE . BOUND / DISK 4" SCH. 40 PVC FIRST PIPE LENGTH L=321 FT. TO BE SET LEVEL l'4R/ F6 FOUND & HELD EL.= 20.3 S� 0.02 FOR MIN. 2' gB�F`L ep ti 4 SCH. 40 PVC FINISH GRADE S=Oo 021± H. 4" SCH. 40 PVC EL. 19.7-19.9 PAVEr4 x 16.8 4, LEACHING FIELD TOP=17.15 OBS. VARIANCES REQUESTED I=18.00 1=17.11 1=16.65•a \ 1=16.50 1=17.36 1=16.90 1=16.73 EL=16.00 TITLE V ' 2,000 GALLON 2 -COMPARTMENT DIST. BOX 5.7' SEPARATIdN NONE NOTE: SEPTIC TANK ENGINEER TO INSPECT AND CERTIFY - 3 ECFV=10.3 TOWN OF YARMOUTH THE SYSTEM FOLLOWING INSTALLATION. _ MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED !1EST. HIGH GROUNDWATER NONE IN THE TRENCH OVER ALL PVC PIPING NO w "i > Stip I M' AIL O 7i7 L F L 1 t, T ':4 T j } 71 q 1. THIS PLAN IS ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM AND ASSOCIATED SITE WORK. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING 1FACILITY. 4. IF AN OVERDIG IS SPHCIFlED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED.' FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE 0-420% MUST PASS #100 SIEVE 0-i% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). LOCUS T- t }' , t '''„�° CONCRETE 20'x44' ROUND / DISK BOX DETAIL (H-20� 4 ' K } FOUND & HELD O 4 LOCUS MAP INV. 400'DISTRIBUTION `-' 00' NOT TO SCALE6 vkQF NOT TO SCALE YERGATIAN .., .., 3/21/22 PROFESSIONAL ENGINEER SEPTIC DESIGN w X2 . IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE -PLAN DECEMBER 17, 2021 t Yarmouth Health Department N A F REVISIONS: REMOVABLE5.GENERAL NOTES COVER PROPOSED 1 PATIO 4 -BEDROOM' 14.$• I CONC. RISER 8» WELLING D i f 5" (6) 5" DIA. KNOCKOUTS r 2 4» ` .- _ 1 TYP. 6 " co 24" 12" DIA. GLOVER 24.1' ,� E f fy f f ✓ o �O 4l 3" L. INSPECTION PORT r �� , , - � � 20, " • NOT TO SCALE THREADED CAP TO F' _. O O )s �. WITHIN 3 INCHES OF =C. x` co 3w . •->.._• a 7" HDPE VALVE BOX FINISHED GRADE s BOTTOM ON LEVEL Via• , 2 STABLE BASE 6" MINIMUM �._ 24" --„a'` F F �_ v i " - 3/4" TO 1-1 /2" f r 21.9 # fj SECTION VIEW CRUSHED STONE LAWN n= i s' PLAN VIEW ; / , tr �^ % I PUMP CRUSH, AND m� r, � x 1ABANDON EXISTING SEPTIC SYSTEM IN NOTES t j f w ;" ACCORDANCE WITH i i f A4 r TITLE V 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. 3" MAX. � 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. i 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL. r t 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. # .� t f � r 'A 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. 0 20,2 3y j a "+.... e „,.. it "� �'`•....� F .i'*..... .+` _ ,-,.-n. ,mm �ESYt.%°A TYPICAL SYSTEM PROFILE` 4" SCH. 40 PVC 4,z: y 3j INSPECTION PORT SHALL PERFORATED PIPE NOT TO SCALE EXTEND DOWN TO THE `^ 6 F Q'- 4" SCH. 40 PVC BOTTOM OF THE SYSTEM EL=21.0 L=121 FT. I SAND AND INTO THE 8 R00 a� S=0.0175 NATURALLY OCCURRING /� S T (`CONCRETE TOP FOUNDATION PERVIOUS SUBGRADE . BOUND / DISK 4" SCH. 40 PVC FIRST PIPE LENGTH L=321 FT. TO BE SET LEVEL l'4R/ F6 FOUND & HELD EL.= 20.3 S� 0.02 FOR MIN. 2' gB�F`L ep ti 4 SCH. 40 PVC FINISH GRADE S=Oo 021± H. 4" SCH. 40 PVC EL. 19.7-19.9 PAVEr4 x 16.8 4, LEACHING FIELD TOP=17.15 OBS. VARIANCES REQUESTED I=18.00 1=17.11 1=16.65•a \ 1=16.50 1=17.36 1=16.90 1=16.73 EL=16.00 TITLE V ' 2,000 GALLON 2 -COMPARTMENT DIST. BOX 5.7' SEPARATIdN NONE NOTE: SEPTIC TANK ENGINEER TO INSPECT AND CERTIFY - 3 ECFV=10.3 TOWN OF YARMOUTH THE SYSTEM FOLLOWING INSTALLATION. _ MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED !1EST. HIGH GROUNDWATER NONE IN THE TRENCH OVER ALL PVC PIPING NO w "i > Stip I M' AIL O 7i7 L F L 1 t, T ':4 T j } 71 q 1. THIS PLAN IS ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM AND ASSOCIATED SITE WORK. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING 1FACILITY. 4. IF AN OVERDIG IS SPHCIFlED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED.' FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE 0-420% MUST PASS #100 SIEVE 0-i% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). DWG.: 6700-02 I JOB. N0:5-0501.00 SHEET 1-0F 1 LOCUS 6A O � i = 02 N 0 �G I K } � EX 75 LOCUS MAP NOT TO SCALE6 vkQF 9RIAN0. YERGATIAN �/QitAk t•N 3/21/22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEPTIC DESIGN PLAN 500 ROUTE 6A IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE -PLAN DECEMBER 17, 2021 t Yarmouth Health Department APPROVE s%�P}1-fig) t 3 �L Name Date REVISIONS: NO. DATE DESC. 1 1/17/22 PER HEALTH DEPT. 2 3/21/22 PER HEALTH DEPT. 4'13U�,i5lJ V��3v MAR 2 2 2022 HEALTH DEPT. PREPARED FOR: ARPAD VOROS P.O. BOX 535 YARMOUTH PORT, MA 02675 41 BSC GPOUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2021 The BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEET FILE: Projects-YAR\50501 00\C\D\50501 00-SP.�d DWG.: 6700-02 I JOB. N0:5-0501.00 SHEET 1-0F 1 4 Second Floor Plan - Main House Scale: 1/4" = V-0" MATCH LINE - MATCH LINE 2 A5 1 A5 Second Floor Plan - In -Law Cotta Scale: 1/4" = T-0" I i W W V y O N J do`n.V CL J N` a CL 0 m � 01 0 cc Cc L 00 .0 (� m N o O�= L ISI r2 u N v C v ��t� O.. Cc ad v 01 o' 5 0 s� s Q to o > c/i N 0 Z °, i W W w 0 m E 0 m � cc Cc L m (,0- .0 (� O o O�= L ISI _� a = � O_+ C C CO O.. Cc v (DO 5 0 a' a s Q to o > c/i N 0 •V Ld N a i G O Y O 0 LL. W- F_ O z a G1 CO ID �W �//�� V/ M O O N ^�i lep O z L a) CL .f CL