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Home My WebLink AboutEngineer PlanBed #2 Bed #1 Bth Living / Kitchen / Floor Plan NOT TO SCALE / / / / h? /b Q /o /a / / / W / )0o ry l Q:�u 0 W �a W/ cl 1 b 1 �o / of �1 !/ 1 / Ld 1 / / 1 See / / 1 Note al 1 I x I I NOTE: LOCATION OF UTILITIES IS APPROXIMATE AND UNDERGROUND AND OVERHEAD UTILITIES MUS DETERMINED IN THE FIELD PRIOR TO COMMEN OF ANY WORK, THIS INCLUDES, BUT NOT LIMI REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY AND THE LOCAL WATER DEPARTMENT. Maximum Feasible Compliance Variances: 310. CMR 15.221 (7) General Construction Requirements for All System Components: 1.) Variance to the 20' setback between the edge of the SAS and the Foundation. An 12.0" setback is provided. An 8.0' Variance is requested. 310 CMR 15.405(1)(a) 2.) Variance to the 10' setback between the edge of the SAS -. and the Right of Way. An 3.5' setback is provided. An 6.5 Variance is requested. 310 CMR 15.405(1)(a) Map 40 3.) Variance to the 10' setback between the edge of .the SAS and Parcel 68 the Northerly Property Line. An 3.5' setback isrovided. An 6.5' Variance is requested. 310 CMR 15.405(1)(0 .Y t _ _W—_ 20'__-W -- Ccra' ei Way _W S 80725' 2o E Ig_ 64 lF''I Y, 7 SAS ;70 ot D !r 4,4± Sq. Ft. 1 (6.7) ' 1 '0, TOb HoI CC 6 CO e 00 7 1/ 9ZD7 ed W r ! — g lHouse #1741 i TOF EL = 7.54 j '+ 2 Bedroom/' j f Crawl ! Space ' 6 V �--6� m Prop. Water Line 125'± t _ Swan Pond Map 40 Parcel 71 Yarmouth Health Department Top Step - IV TBM EL = 7.9 Map 40 Parcel 74 'L BE Note MENT 2 Bedroom Deed Restriction Required D TO, DMPANIES 511E LOCUS NOT TO SCALE L it 9F 711,F ED 1.) Assessor's Map 40 Parcel 73 11,1 2.) Book 35001 Page 267 el 7922 3.) PI Bk 74 Pg 3 Lot 3 HEALTH DEPT. 4.) This property is not in the Zone it Water Protection District 5.) This property is. in Flood Zone AE EL = 11 Firm Map 25001CO586J 7/16/14 7 -Is Proposed Septic Plan low Gray Road West Yarmouth, MA Prepared by: Prepared for: All Cape Septic and Survey Ruberti Construction 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 allcopeseptic@gmail.com June 2, 2022 Sheet 1702y: MA Check: SM Dwg. #452 Revised: June 27, 2022 20 a to GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. 5.83 CONSTRUCTION NOTES RAISE MIN. 20' DIAMETER COVER TO WITHIN 6" OF FINISH GRADE 6.61 � 5.2 GAS � a ,� J FILTER 0.71 1.) ALL WORK SHALL CONFORM. TO THE STATE ENVIRONMENTAL CODE. TITLE 5 (310 CMR If STANDARD REQUIREMENTS FOR THE SITING. CONSTRUCTION.. INSPECTION, UPGRADE, AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRAN! AND. DISPOSAL OF. SEPTAGE,AND THE LOCAL BOARD OF HEALTH REGULATIONS. 2,) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN.A LOCATION WHERE THERE IS POTENTI VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN LOADING. IF .UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSF 3.) TO. MINIMIZE UNEVEN'SETTUNG SEPTICTANKS AND O -BOX SHALL BE INSTALLED ON A MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 4.) COVERS OVER THE INLET. AND OUTLET TEES OF THE 'SEPTIC TANK, THE DISTRIBUTION 6 THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6 OF FINAL GRADE, LEACHIP CAP, 5.) PIPING SHALL CONSIST OF 4' SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL BE LAID MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2M FROM THE BUILDING TO THE SEPTIC TI AND NOT LESS THAN 1% OTHERWSE. 6.) DISTRIBUTION LINES FOR THE SOL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDU' PVC (OR EQUIVALENT LAID LAID AT 0,005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE C AT END OR A5 NOTEDD. 7J LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED 1 ASSURE EVEN DISTRIBUTION, 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES. ENTER OR LEAVE ALL CONCRETE STRI IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWN DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM, 10,) IN .ACCORDANCE PATH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED W MAGNETIC MARKING. TAPE, 11.) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 15V OF THE PROPOSED SOIL ASSOI 1Z.) FROM THE DATE OF THE INSTALLATION OF THE SOL ABSORPTION SYSTEM UNTIL RECEIPT THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PRE USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY TH 14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF BOARD OF HEALTH AND THE DESIGNER. THE DESIGNERSHALL CERTIFY IN WRITING THAT TIN.. SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERM[ AND THE APPROVED PLANS 48 HOURS ADVANCE NOnCE IS REQUESTED. 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT ISNOT LIMITED TO, REQUESTS TO DIGS, ANY PRIVAIE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. 16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING %THIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF At SEPTIC SYSTEM COMPONENTS. 1&) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF S SOILS DIFFER FROM THOSE SHOWN IN THE SOLS LOGS, D SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY 19.) EXISTING SEPTIC. COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH I ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO INCLUDING EXISTING SEPTIC TANK, Provide Watertight Riser, Frame insbox on bkuldrn g control & Secure Cover Set To Grade PreWtle Ena,M 'Afire Install Quick Disconnect - BRING TO WITHIN 6' OF FINISH GRADE Inspection F Box Coyer }---12.0 _ Proposed 1 6' SURE BASES/4• TO t-1/2' aA LIBERTY tE40 SERIES PUMP .4 H.P. t/5V OR OU10 IRARR�. OR EQUAL FLOW PROFILE IDG Gallon H -2O (OREOUIYALEN'h ono Septic Tank Proposed 1,000 Gal Mono ith Polylok. Boots H-20 Pump Chamber NOT TO SCALE 0): Al +". T t tie With Polylok Boots RT Factory Waterproofed 2' BALL VALVE - &59 ZABEL FILTER REQUIRES. ROUTINE CLEANING. tE. CONTRACTOR TO VERIFY CAPACITY AND EFFICACY OF MILE EXISTING ELECTRICAL SYSTEM TO ACCOMOATE PROPOSED I PUMP SYSTEM PRIOR TO INSTALLING ANY COMPONENT, AND Inspection Notes ISI` -24" PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM H-20 i 10YR4/1 EXCAVATION NOTES 10" B 4.93 D -BOX 7. HOLE LOG) FOR A LATERAL DISTANCE OF 5 (WHERE POSSIBLE) THE OUTER PERIMETER OF THE AREA. 40 IN ALL DIRECTIONS BEYOND LEACHING 2) FILL MATERIAL SHALL. CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC 1/4" WEEP HOLE MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE. TEXTURAL 1 lin) NARM R LE 3) SCARIFYS SURFACEOF THE, EXCAVATION PRIOR TO PLACEMENT 2" SWING CHECK VALVE IN OETBOTTOM t 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. PUMPf E 0.41 .. _.- , _ - 1. 3/16' WEEP HOLE 12'1 }---12.0 _ Proposed 1 6' SURE BASES/4• TO t-1/2' aA LIBERTY tE40 SERIES PUMP .4 H.P. t/5V OR OU10 IRARR�. OR EQUAL FLOW PROFILE IDG Gallon H -2O (OREOUIYALEN'h ono Septic Tank Proposed 1,000 Gal Mono ith Polylok. Boots H-20 Pump Chamber NOT TO SCALE 0): Al +". T t tie With Polylok Boots RT Factory Waterproofed NOTES: FOR 20 ZABEL FILTER REQUIRES. ROUTINE CLEANING. tE. CONTRACTOR TO VERIFY CAPACITY AND EFFICACY OF MILE EXISTING ELECTRICAL SYSTEM TO ACCOMOATE PROPOSED 5.1 PUMP SYSTEM PRIOR TO INSTALLING ANY COMPONENT, AND Inspection Notes ISI` -24" PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM [Tic - NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. 10YR4/1 EXCAVATION NOTES 4A B K, 1) EXCAVATE ALL MATERIAL ABOVE SOL HORIZON C{SEE DEEP OBSERVATION 32"-82" HOLE LOG) FOR A LATERAL DISTANCE OF 5 (WHERE POSSIBLE) THE OUTER PERIMETER OF THE AREA. 40 IN ALL DIRECTIONS BEYOND LEACHING 2) FILL MATERIAL SHALL. CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC 'PEO MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE. TEXTURAL CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5. 3) SCARIFYS SURFACEOF THE, EXCAVATION PRIOR TO PLACEMENT IN OETBOTTOM 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. SYSTEM. ENGINEER. TEST HOLE LOGS Test Hole 1 (EL=6.71) Depth a,, Layer Soil Class Soil Color 5.1 Fill ISI` -24" 4.7 A Loamy Send 10YR4/1 24"-32" 4.0 B Loamy Send tOYR3/3 32"-82" -0.1 C Med Sand IOYRS/3 GROUNDWATER ENCOUNTERED 0 49" Elev =2.6 TEST HOLE LOGS High Ground Water Adjustment REFERENCE WELL = MIW-29 ZONE A APRIL 2022 LEVEL = 7:56' ADJUSTMENT FACTOR = 1.3' DATE OF TESTING: 05/04/22 SOIL EVALUATOR: MARK POLSELLI WITNESS: PHILIP RENAUD YARMOUTH HEALTH AGENT PERCOLATION RATE: LESS THAN< 2 MIN/INCH SEE SIEVE TEST Filter Fabric ar 2' Peostone 4" PVC VENT & CAP BY "SWEETAIR" 16' x 19' Leach Field WITH THREE 4" SCH 40 PERF. PVC PIPE SET AT 0.005 SLOPE ON 6" DOUBLE WASHED 3/4"-1 1/2" STONE Nlw 9oik MIMM4y Ekd YlE9 et -!ex eswr.T R (w teu iarj 1 1 m EL = 7.03 1 ::•:• 1t- (Ad]Up 0.3 Per Yarmouth Health] ' ESTIMATED HIGH GROUND WATER-%- EL 2=9 GROUNDWATEREL 2_6 BOTTOM TEST HOLE EL -Qt PUMP AND ALARM NOTES 1)- PUMP. MUST BE INSTALLED ACCORDING TO MANUFACTUER'S SPECIFICATIONS. 2) USE MEYER OR GOULD 1/3 HP PUMP, OR EQUIVALENT 3) PUMP MUST BE CAPABLE OF PASSING 2" SOLIDS. 4) ALARM MUST BE WIRED ON SEPARATE CURCUIT FROM PUMP. 5)- ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR, 6) ALARM MUST BE LOCATED IN THE HOUSE. SYSTEM DESIGN CALCULATIONS ii'.1Nil 302 SEWAGE DESIGN FLOW: TWO BEDROOM DWELLING 0 110 GPD/BEDROOM = 220 GPNEALTN DI (MINIMUM DESIGN REQUIRED 220 GPD DEED RESTRICTION REQUIRED) SEWAGE DESIGN FLOW PROVIDED: 16' x 19' WIDE LEACH FIELD WITH THREE 4" PERFORATED PVC PIPE ON 6" STONE Vt = [(19 x 16,0).= 304 SF x 0.74 = 225 GPD PROVIDED 225 GPD PROVIDED > 220 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: 330 GPD X 200 = 660 (MINIMUM) SEPTIC TANK CAPACITY PROVIDED: 1,500 GALLON SEPTIC TANK PUMP CHAMBER CAPACITY PROVIDED: 500 GALLON PUMP CHAMBER A GARBAGE GRINDER IS NOT PERMITTED WITH THIS DESIGN FLOW Proposed Septic Plan 174 Winslow Gray Road West Yarmouth, MAS Prepared by: Prepared for: All . Cape Septic LLC Ruberti Construction 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 aticapeseptic@gmail.com June 2, 2022I Sheet 2 of I$y: MAI Check: SMI Project No. AC -452-2 Revised June 27, 2022