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HomeMy WebLinkAboutEngineer PlanMODEL 100R STARTER/STAND ALONE SMALL RIB LARGE RIB PAMELA W. PRIMPAS I TITLE REFERENCE: CERTIFICATE195630 NITROGEN SENSITIVE ZONE:: NOT A ZONE If - LOCUS N_ INFORMATI 0 LARGE RIB 0 :0 ..OPTIONAL 6.0" 150 mm DIA_ CURRENT OWNER• JOHN T PRIMPAS OVER Y DISTRICT• LA NONE � EVERGREEN v MODEL 100R STARTER/STAND ALONE SMALL RIB LARGE RIB PAMELA W. PRIMPAS I TITLE REFERENCE: CERTIFICATE195630 NITROGEN SENSITIVE ZONE:: NOT A ZONE If - MODEL .100EEND' - SMALL RIB LARGE RIB 0 :0 I REAR 20 mm" [2438 MAY ALSO BE USED AS AN INTERMEDIATE UNIT:. 96.0 .. EXISTING. BUILDING COVERAGE: 1.362± S.F. (12.5%). TO EXTEND THE LENGTH OF A RUN. - INSTALLED LENGTH = 88:8" [2256 mm[ : - PROPOSED BUILDING COVERAGE: 1,758± S.F. (16.0%) 44 4" [1128 mm] 44.4"-11128 mm]. i PSMALL 0 0 0 0 0 0 0 0 0 „ RIB LARGE RIB - - : 12.5 [318 mm]. � .. 2 2 tut INSTALLED LENGTH ADJUSTMENT _ HEALTH DEPT - 0.6:[0.18 m] _ � i _ TY SEPTIC CHAMBER GENERALNOTES CULTEC C 100 STANDARD DULCBENOCIHMARK BRM=5.76 NOT TO SCALE NAVD-$$ 1. THIS PLAN IS ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE . HYDRANT PROPOSED 40 MIL SEWAGE DISPOSAL SYSTEM AND 'ASSOCIATED SITE WORK. POLY LINER 5 OVERDIG (REMOVE 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM; TO 310 CMR 15.000 UNSUITABLEMATERIAL 4` O AND YARMOUTH BOARD OF HEALTH REGULATIONS. WHERE NECESSARY) C4c P3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FL OF THE PROPOSED SEPTIC SYSTEM EXPANSION,' oJ.fy 40, PROPOSED LEACHING FACILITY." _ `"^.;.. GLI. -1G0 \ pF- CHAMBERS � ,' ,. H '� I � .� , ^. 4. IF AN OVERDIG IS SPECIFIED, :REMOVE ALL TOPSOIL,: SUBSOIL AND OTHER UNSUITABLE a ( h MATERIALS. PROPOSED ` :' ^'.-`• ..� RELOCATED ?�� WATERLINE h 4r7 07. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED ' MATERIALS WITHIN THE LIMIT OF 8 D. 97. ; za>. ,y 16-� �. EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND r I w DELETRIOUS' SUBSTANCES. MIXTURES AND =LAYERS OF DIFFERENT CLASSES OF SOIL RELOCATED \ 29.0 I OHy IA R THAN 2 SHED �i 0 \ STONE 4 SHALL NOT BE USED FILL SHALL NOT CONTAIN ANY MATERIAL LARGE N DRIVE -WAY i N 3Tg3 3 ^., m _,,, 25 , .,., INCHES. A SIEVE ANALYSIS USING A #4 -SIEVE SHALL BE PERFORMED ON A DESIGN CALCULATIONS 3 '' �.; _- -- � •-- REPRESENTATIVE. SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE `RETAINED ON THE 1 PIPE ,- •°. ° �' �'�:; � �`�---., I cr �/4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF PIPE �tv DESIGN FLOW EXISTING L ®/ �V I j THE FOLLOWING SPECIFICATIONS: 3 BEDROOMS ® 110 GPD/BEDROOM = 330 GPD 10 \\ L 0,7 ~ SHED TO BE � S• � 9 � \� \ 100% MUST PASS #4 SIEVE LEACHING HIN FACILITY RELOCATED f �S \ 11,022± 5F. f - � - / 10% MUST PASS #50 SIEVE 3 ROWS OF CULTEC C 100 CHAMBERS (30.2 EFFECTIVE LENGTH ROWS) j 0-20% MUST PASS #100 SIEVE \ d PROPOSED AREA = 3 ROWS X 30.2 LF OF CHAMBER X *5`SF/LF _ 453 SF PROPOSED 7, ,- \ o' l 0-5% MUST PASS #200 SIEVE CAPACITY = 453 SF X 0.74 GAL/SF = 335 GALLONS ADDITION A=294± SF ° % 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE -APPROXIMATE. THE ENGINEER *PER MASS DEP' CERTIFICATION FOR GENERAL USE 1 ADDITIONAL RESERVE DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE 0 SS, 10.6'x I 1 AREA AL F LTH SIZE, LOC AND ELEVATION OF INVERTS � SHOWN. CONTRACTOR SHALL VERT Y E I LOCATION t L , / \ \ r; OF UTILITIES' AND STRUCTURES,: WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF 2 METE \ CONSTRUCTION. IF ANY DISCREPANCI S ARE DISCOVERED OR FIELD CHANGES REQUIRED, 1 J / oh �} THE CONTRACTOR SHALL NOTIFY THE f59 ENGINEER IMMEDIATELY. ac, \ #� j STOOP /� EXISTING STOOP / E CONTRALTO SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE ", � DiNELt.lI�G / / � 7 THE R A IIS l - O OR=12.4 �J I o PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY DESIGN FLOW PROPOSED � .� � �®,� , ,-.FLO ��� d 4 BEDROOMS ® 110 GPD/BEDROOM = 440 GPD ssx g ✓ d COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS e>.4 METE J / -/ ^yh IN SERVICE REQUIRED SEPTIC TANK 440 GPD X 200% = 880 GPD \7� j 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE PER MASS. STATUTE CHAPTER 82 MAINTAIN USE OF EXISTING 1,500 GALLON SEPTIC TANK UFFER. TO PATIO A -100'.8 WETLANDS _ I � % � 1 SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF LEACHING FACILITY i EDGE OF i W \ CONSTRUCTION. ADD 2 CULTEC C-100 CHAMBER TO THE END OF EACH ROW. l \ �� 1 OD\ �1 AREA FILLED TO 3 ROWS OF CULTEC C-100 CHAMBERS (45.6 LONG ROWS) DT = 3 ROWS X 45.6 LF OF CHAMBER X *5 SF/LF 684 SF I CONSTRUCT THEHOUSE IN 19$6 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION = F � % J 1 3 PROPOSED AREA / OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR CAPACITY = 684 SF X 0.74 GAL/SF = 506 GALLONS 1 PROPOSED Ek A 15.240(4). i0 2iL? ✓ / *PER MASS ,DEP CERTIFICATION FOR GENERAL USE TADDITION r A=75± SF 6.4 x PIPE INSPECTION NOTES TO � � . 50 OF • BUFFER WE EDG \ 1. ENGINEER TO INSPECT AND CERTIFY THE SYSTEM TO INCLUDE SOIL REMOVAL, \ INSPECTION OF THE SEPTIC TANK AND D -BOX FOR TEES, GAS BAFFLE AND RISERS TO PROPOSED PATIO i WITH FIRE PIT AND WITHIN 6" OF GRADE. OUTSIDE GRILL LOT 26 0-12 X A=4-60± SIF J�A OF 5.8.X: - TEST PIT TP -1 VVFill01 wt-#, I „D an AT TIME OF TEST PIT) G o KIERAN J. HEALY m � v IN .48135 GRD. EL. - ( I F 9 1 EDGE: OF PVF l0 �oFss,RItl eat 41 SHGW EL. 2:3' � DS °1'Ft LA M 5 WETLAN � � � EL. 7.1 EL, 2.3 EL, 1.5 EL -0 4 6" LEGEND: SYSTEM PROFILE- UNSUITABLE ROFILEUNSUITABLE NOT TO SCALE MATERIALS (TO BE REMOVED) I _ '<- PROPOSED --I ONSITE SOIL EVALUATION Imxrsaalvc - ASCD Cited 12ECOi2ti DESIGN PLAN NOT PERFORMED'BY BSC GROUP £L.=19.85 FINISH GRADE PERCOLATION 1TOt FOUNDAT€ON 9.2-9.8 TEST RANGE DATE: JUNE 22, 2010 TEST BY: MORAN ENGINEERING PROPOSED Y8iIIIOUtI1 Health Department 54" ESTIMATED WITNESSED BY* AMY Yon HONE S. EXTENSION -.--.� @�. ,. ...._�, .� APPROVED SEASONAL HIGH LICENSED SOIL EVALUATOR: DAN CROTEAU--- _,WLTOT' EL. 5.34 aLI __ 6" PERCOLATION RATE. < 2 MINS./INCH ----- Name Date GROUNDWATER SOILCLASS: CLASS 1 - OBSERVED GROUNDWATER I®B:5 {=8.3 �?•8 EL. 7 3 5" L.T.A.R.: 0.74 GPD/S.F. 1=8:1 I=7.9 - 78" yr 5.0' SEPARAT€ON -r `x DISTRIBUTION PROPOSED 40 1,500 GALLON BOX MIL POLY LINER SEPTIC TANK EL, 2,3 EL. 7.1-8.34 INSPECTION PORT 28 PAMELA W. PRIMPAS I TITLE REFERENCE: CERTIFICATE195630 NITROGEN SENSITIVE ZONE:: NOT A ZONE If O m o m bV�L HEMLOCK SOW ST 0 :0 m PLAN REFERENCE. L.C. PLAN 18413-D FEMA FLOOD a A D1 I O m „ ZONE DISTRICT.: AE. EL -11, BATED 7/16/1.4. ' � EVERGREEN v E0 STREET z 36.0 [914 mm] ASSESSORS MAP: 25 PANEL 25001 CO589 J v PARCEL. 133 D v 0 MAP DESIGN ELEVATION EL=12 TO SCALE 0 0 0 0 0 0 0 0 0 0 PRI111:1111 0 0 0 ISM mi DISTRICT: R-25 ZONING MINIMUM LOT SIZE:.. 25,000 S.F. 42222 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SETBACKS: FRONT 30' EXPANSION 151 OCEAN AVENUE IN SOUTH YARMOUTH SIDE 15' EXISTING LOT SIZE: 11,022± S.F. (BARNSTABLE COUNTY) I REAR 20 mm" [2438 MAY ALSO BE USED AS AN INTERMEDIATE UNIT:. 96.0 .. EXISTING. BUILDING COVERAGE: 1.362± S.F. (12.5%). TO EXTEND THE LENGTH OF A RUN. - INSTALLED LENGTH = 88:8" [2256 mm[ : - PROPOSED BUILDING COVERAGE: 1,758± S.F. (16.0%) 44 4" [1128 mm] 44.4"-11128 mm]. i PSMALL 0 0 0 0 0 0 0 0 0 „ RIB LARGE RIB - - : 12.5 [318 mm]. � .. 2 2 tut INSTALLED LENGTH ADJUSTMENT _ HEALTH DEPT - 0.6:[0.18 m] _ � i _ TY SEPTIC CHAMBER GENERALNOTES CULTEC C 100 STANDARD DULCBENOCIHMARK BRM=5.76 NOT TO SCALE NAVD-$$ 1. THIS PLAN IS ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE . HYDRANT PROPOSED 40 MIL SEWAGE DISPOSAL SYSTEM AND 'ASSOCIATED SITE WORK. POLY LINER 5 OVERDIG (REMOVE 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM; TO 310 CMR 15.000 UNSUITABLEMATERIAL 4` O AND YARMOUTH BOARD OF HEALTH REGULATIONS. WHERE NECESSARY) C4c P3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FL OF THE PROPOSED SEPTIC SYSTEM EXPANSION,' oJ.fy 40, PROPOSED LEACHING FACILITY." _ `"^.;.. GLI. -1G0 \ pF- CHAMBERS � ,' ,. H '� I � .� , ^. 4. IF AN OVERDIG IS SPECIFIED, :REMOVE ALL TOPSOIL,: SUBSOIL AND OTHER UNSUITABLE a ( h MATERIALS. PROPOSED ` :' ^'.-`• ..� RELOCATED ?�� WATERLINE h 4r7 07. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED ' MATERIALS WITHIN THE LIMIT OF 8 D. 97. ; za>. ,y 16-� �. EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND r I w DELETRIOUS' SUBSTANCES. MIXTURES AND =LAYERS OF DIFFERENT CLASSES OF SOIL RELOCATED \ 29.0 I OHy IA R THAN 2 SHED �i 0 \ STONE 4 SHALL NOT BE USED FILL SHALL NOT CONTAIN ANY MATERIAL LARGE N DRIVE -WAY i N 3Tg3 3 ^., m _,,, 25 , .,., INCHES. A SIEVE ANALYSIS USING A #4 -SIEVE SHALL BE PERFORMED ON A DESIGN CALCULATIONS 3 '' �.; _- -- � •-- REPRESENTATIVE. SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE `RETAINED ON THE 1 PIPE ,- •°. ° �' �'�:; � �`�---., I cr �/4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF PIPE �tv DESIGN FLOW EXISTING L ®/ �V I j THE FOLLOWING SPECIFICATIONS: 3 BEDROOMS ® 110 GPD/BEDROOM = 330 GPD 10 \\ L 0,7 ~ SHED TO BE � S• � 9 � \� \ 100% MUST PASS #4 SIEVE LEACHING HIN FACILITY RELOCATED f �S \ 11,022± 5F. f - � - / 10% MUST PASS #50 SIEVE 3 ROWS OF CULTEC C 100 CHAMBERS (30.2 EFFECTIVE LENGTH ROWS) j 0-20% MUST PASS #100 SIEVE \ d PROPOSED AREA = 3 ROWS X 30.2 LF OF CHAMBER X *5`SF/LF _ 453 SF PROPOSED 7, ,- \ o' l 0-5% MUST PASS #200 SIEVE CAPACITY = 453 SF X 0.74 GAL/SF = 335 GALLONS ADDITION A=294± SF ° % 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE -APPROXIMATE. THE ENGINEER *PER MASS DEP' CERTIFICATION FOR GENERAL USE 1 ADDITIONAL RESERVE DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE 0 SS, 10.6'x I 1 AREA AL F LTH SIZE, LOC AND ELEVATION OF INVERTS � SHOWN. CONTRACTOR SHALL VERT Y E I LOCATION t L , / \ \ r; OF UTILITIES' AND STRUCTURES,: WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF 2 METE \ CONSTRUCTION. IF ANY DISCREPANCI S ARE DISCOVERED OR FIELD CHANGES REQUIRED, 1 J / oh �} THE CONTRACTOR SHALL NOTIFY THE f59 ENGINEER IMMEDIATELY. ac, \ #� j STOOP /� EXISTING STOOP / E CONTRALTO SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE ", � DiNELt.lI�G / / � 7 THE R A IIS l - O OR=12.4 �J I o PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY DESIGN FLOW PROPOSED � .� � �®,� , ,-.FLO ��� d 4 BEDROOMS ® 110 GPD/BEDROOM = 440 GPD ssx g ✓ d COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS e>.4 METE J / -/ ^yh IN SERVICE REQUIRED SEPTIC TANK 440 GPD X 200% = 880 GPD \7� j 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE PER MASS. STATUTE CHAPTER 82 MAINTAIN USE OF EXISTING 1,500 GALLON SEPTIC TANK UFFER. TO PATIO A -100'.8 WETLANDS _ I � % � 1 SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF LEACHING FACILITY i EDGE OF i W \ CONSTRUCTION. ADD 2 CULTEC C-100 CHAMBER TO THE END OF EACH ROW. l \ �� 1 OD\ �1 AREA FILLED TO 3 ROWS OF CULTEC C-100 CHAMBERS (45.6 LONG ROWS) DT = 3 ROWS X 45.6 LF OF CHAMBER X *5 SF/LF 684 SF I CONSTRUCT THEHOUSE IN 19$6 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION = F � % J 1 3 PROPOSED AREA / OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR CAPACITY = 684 SF X 0.74 GAL/SF = 506 GALLONS 1 PROPOSED Ek A 15.240(4). i0 2iL? ✓ / *PER MASS ,DEP CERTIFICATION FOR GENERAL USE TADDITION r A=75± SF 6.4 x PIPE INSPECTION NOTES TO � � . 50 OF • BUFFER WE EDG \ 1. ENGINEER TO INSPECT AND CERTIFY THE SYSTEM TO INCLUDE SOIL REMOVAL, \ INSPECTION OF THE SEPTIC TANK AND D -BOX FOR TEES, GAS BAFFLE AND RISERS TO PROPOSED PATIO i WITH FIRE PIT AND WITHIN 6" OF GRADE. OUTSIDE GRILL LOT 26 0-12 X A=4-60± SIF J�A OF 5.8.X: - TEST PIT TP -1 VVFill01 wt-#, I „D an AT TIME OF TEST PIT) G o KIERAN J. HEALY m � v IN .48135 GRD. EL. - ( I F 9 1 EDGE: OF PVF l0 �oFss,RItl eat 41 SHGW EL. 2:3' � DS °1'Ft LA M 5 WETLAN � � � EL. 7.1 EL, 2.3 EL, 1.5 EL -0 4 6" LEGEND: SYSTEM PROFILE- UNSUITABLE ROFILEUNSUITABLE NOT TO SCALE MATERIALS (TO BE REMOVED) I _ '<- PROPOSED --I ONSITE SOIL EVALUATION Imxrsaalvc - ASCD Cited 12ECOi2ti DESIGN PLAN NOT PERFORMED'BY BSC GROUP £L.=19.85 FINISH GRADE PERCOLATION 1TOt FOUNDAT€ON 9.2-9.8 TEST RANGE DATE: JUNE 22, 2010 TEST BY: MORAN ENGINEERING PROPOSED Y8iIIIOUtI1 Health Department 54" ESTIMATED WITNESSED BY* AMY Yon HONE S. EXTENSION -.--.� @�. ,. ...._�, .� APPROVED SEASONAL HIGH LICENSED SOIL EVALUATOR: DAN CROTEAU--- _,WLTOT' EL. 5.34 aLI __ 6" PERCOLATION RATE. < 2 MINS./INCH ----- Name Date GROUNDWATER SOILCLASS: CLASS 1 - OBSERVED GROUNDWATER I®B:5 {=8.3 �?•8 EL. 7 3 5" L.T.A.R.: 0.74 GPD/S.F. 1=8:1 I=7.9 - 78" yr 5.0' SEPARAT€ON -r `x DISTRIBUTION PROPOSED 40 1,500 GALLON BOX MIL POLY LINER SEPTIC TANK EL, 2,3 EL. 7.1-8.34 28 O m o m bV�L HEMLOCK SOW ST z z D O O m 'I' E M N a A D1 I O m o � EVERGREEN v STREET z v D v LOCUS MAP NOT TO SCALE NO p(fiAN V • ` YERQAii 42222 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER �� EXPANSION 151 OCEAN AVENUE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) °SITE PLAN MARCH 31, 2021 REVISIONS: NO, DATE DESC. 1 4/22/22 BOH COMMENTS PREPARED FOR: JOHN PRIMPAS 1 FOX MEADOW DRIVE WESTWOOD, MA 02090 BSC GROUP 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\5049800\C\D\5049800-SEP.dwg DWG.: 6698-02 SHEET 1 OF 1 JOB. NO: 5-0498.00 ;