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Home My WebLink AboutEngineer PlanMap 77 Parcel 46 15" W Lot 369 15,640± Sq Obs Part See Excavation Notes _1 7 X52-, v_ 14, Q Holly t+ + + \ Tree + + + + + \ 2_6_q Map 77 Parcel 44 Yarmouth Health Department APPROVE =+ L=2 i Name Date + + + nonyi Tree Deck Kitchen '�NCd Both Tree L `\\/ \ C'(52. Bath jinde , Loz \ \ + + + +See Note #19 +++ + +' S T \ _Tree_ (^ 1 (51.8) #1 South Yarmouth, See Note #19 TBM EL Corner i i 50 S'7,25� tas NOTE: LOCATION OF UTILITIES IS APPROXIMATE AND ALL UNDERGROUND AND OVERHEAD UTILITIES MUST BE DETERMINED IN THE FIELD PRIOR TO COMMENCEMEN OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED T( REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMP AND THE LOCAL WATER DEPARTMENT. 1.) Assessor's Map 77 Parcel 45 2.) Bk 6556 Pg. 296 \ 3. Plan Book 227 Page 119 Lot 369 4, This property is in the Zone 11 ahs , Water Protection District \ 5,) This property is in Flood Zone X \ Firm Map 25001CO587J 7/16/14 un Ft. 1 o, \ 50 }} 6 iP �, \ t <rr,, \ \ V do House #111, 3 Bedroom 52.2) Garage Slab = 50.1 \ , 52 1 I i (51.4) 50.0 .f ml \\/ l t I \\ °V\ ./ //R = 30.0' 0 }\ Paved µt �z L = 47.12' a D/W r \ 50.0 \ / } f NI e ' Y U $q�4 Of 45AS9c , C{1` Ro s EPH=N Sm a GaP P et;c �) � ,�� No u c� Existing door to be removed and Unfinished replaced with (Partial) case opening. Workshop'""� Lower Level N.T.S. Family Room Garage Dining Living Kitchen '�NCd Both Bed #1 Bath jinde , Loz Ro a Bed #2 Ouortenioster Row '�NCd jinde , Loz SRoad M 1,00M o. oRoad South Yarmouth, MA Upper Level N.T.S. SITE LOCUS NOT TO SCALE Proposed Sewage Disposal System 111 Phyllis DrVie South Yarmouth, MA Prepared for: Warren Brimblecon 111 Phyllis ,,Drive South Yarmouth, MA Prepared by: All Cape Septic and Survey 618 Route 26 West Yarmouth, MA 02673 (508) 771-4200 olicapeseptic@gmoil.com 03/07/22 { Sheet 1 of 2 By: MA Check: SMTDwg. X420 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. CONSTRUCTION NOTES 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR 1 STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRM AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. 2) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTEN VEHICLES OR HEAVY EQUIPMENTTO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND At LOADING. 1F UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL- BE VENTED TO THE ATMOS 3.) TO MINIMIZE .UNEVEN SETTLING, SEPTIC TANKS AND D -BOX SHALL BE INSTALLED ON , MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WTHIN 6" OF FINAL GRAD€, LEACH FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES ; HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLP VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM MATH A CAP, TIED WITH b MARKING TAPE, ACCESSIBLE' TO WITHIN 3" OF FINAL GRADE. 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LA MINIMUM. CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC AND NOT LESS THAN 1% OTHERWISE. 6.) DISTRIBUTION. LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHE PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE AT END OR AS NOTED. 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEF01 PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTES ASSURE EVEN DISTRIBUTION. 8.) GROUT TO BE USED AT ACUPOINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE S' IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SE DISPOSAL. FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 10.) IN ACCORDANCE LITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED MAGNETIC MARKING TAPE. 11.) THERE. ARE NO KNOWN WELLS OR WETLANDS WITHIN 15V OF THE PROPOSED SOIL AB 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECE THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO P 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 14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRnING THAT SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PEP AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE F DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT 15 NOT UNITED T0, REQUESTS TO DI ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. 16.) CONTRACTOR SHALL VERIFYTHATALL'WASTELINES ARE CONNECTED BY WATER TESTII WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF SEPTIC SYSTEM COMPONENTS. 18.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND TEST. HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS,- DESIGN ENGINEER IS TO INSPECT SOILS PRIOR TO PROCEEDING 'NTH INSTALLATION OF ANY SEPTIC COMPONENTS. 19.) EXISTING SEPTIC COMPONENTS TO BE. LOCATED; PUMPED. DRY: FILLED WITH CLEAN SA ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE EXCAVATION NOTES 1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSER� HOLE LOG) AT APPROXIMATE ELEVATION 48.9, FOR A LATERAL DISTAN (WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER LEACHING AREA. 2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FR( MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TE'. CRITERIA PUT FORTH IN SECTION 15:255(3) OF TITLE 5. 3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLAC OF FILL INTO THE RETAINING STRUCTURE, 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. H-20 51 it 1ERE. Outlet EL STABLE Slab EL s 50.0 " G 8 0 ON A 40 1a'± 0 RAISE MIN. 20" DIAMETER COVER TO WITHIN 6" FINISH GRADE RAISE MIN. 20" DIAMETER COVER TO WITHIN 6" OF FINISH GRADE EL=52.0± RISERSSI °`elan Port .Boa Covin 41 0 51.7±a eclion 50.4± "Dort GEOTEXTIL FABRIC 49.75 GAS EXISTING 1,000 GALLON SEPTIC TANK 17'7 5"± FLOW PROFILE NOT TO SCALE TH SYSTEM DESIGN CALCULATIONS IPTION SYSTEM. SEWAGE DESIGN FLOW: EXISTING THREE BEDROOM DWELLING 0 110 GPD/BEDROOM = 330 GPD IENT (MINIMUM DESIGN REQUIRED 330 GPD) SEWAGE DESIGN FLOW PROVIDED: 14'- 0" x 34'-0" LEACH FIELD ENGINEER. WITH THREE 4" SCH 40 PERF. PVC PIPE THE Vt = 14 x 34 = 476 SF x .74 = 352 GPD PROVIDED 352 GPD PROVIDED > 330 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: 330 GPD X 200 = 660 (MINIMUM) SEPTIC TANK CAPACITY PROVIDED: 1,000 GALLON SEPTIC TANK (EXISTING) ITE, A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW OF 5' THE ORGANIC Test Hole 1 (EL=51.$7) l L5 l HULL LUbb Depth Elev. Layer Soil Class Soil Color 0"-6" 51,3 A Loamy Sand 10YR3/1 6"-35" 48.9 B Loamy Sand 10YR4/4 35"-108" 42.8 C Medium Sand 10YR6/6 DATE OF TESTING: 03/03/22 SOIL EVALUATOR: MARK POSELLI WITNESS: PHILIP RENAUD, YARMOUTH HEALTH AGENT PERCOLATION RATE: LESS THAN < 2 MIN/INCH PERC 0 59" (C Layer) GROUNDWATER ENCOUNTERED AT 99" EL = 43.55 NO MOTTLING ENCOUNTERED ... , .. ............ .... ,1i4Tirh0M, , + 3/4" to 1-1/2" Stone (Double wosh) 34'0 49;25 14'-0" x 34'-0" LEACHFIELD WITH THREE 4" SCH-40 PERF. PVC PIPE 4.6' SET AT 0.005 SLOPE ON.MINIMUM 6" DOUBLE WASHED 3/4" TO 1-1/2" TONE LEACH CHAMBERS (END VIEW) EL = 44.65 Adj. High G.W. (+1.1' Adj.) EL=43.55 Ground Wat r EL=42.8 Bottom Test Hole High Ground Water Level Index Well: AIW-231 Woter-Level Range Zone Zone B Water Resource Date/Reading Feb - 2022 25.83' Ground Water Adjustment 1.1' Maximum Feasible Compliance Variances: 310 CMR 15.404(1) Reduce 5' ft required from Adjusted High Ground Water table to 4:6' ft. A 0.4' ft Variance is reque ted. Proposed 111 Phyllis Sewage Disposal Syst Drive South Prepared for: Yarmouthl MA Warren Brimblecon 111 Phyllis Drive South Yarmouth, MA Prepared by: All Cape Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 allcopeseptic@gmail.com Date: 03/07/22 t2of2 No. AC -420-2