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HomeMy WebLinkAboutEngineer PlanCatch Basin Rim TBM EL 48.3 8.3) R 25.C1 ' 0 L 36.63' NN, `6 41 '161. z C, L I nt ot 449 Ve 1 0 1540± SF -H -311� 1 TP 1#1 (48,9) PC (48.8) I -ST Pow- 0 D� AS INN + 4 9. QIT- 496) Vent At N-1 J.01 At + E Map 39 Parcel 151 NOTE: LOCATION OF UTILITIES IS APPROXIMATE AND ALL UNDERGROUND AND OVERHEAD UTILITIES MUST BE DETERMINED IN THE FIELD PRIOR TO COMMENCEME7NT OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES AND THE LOCAL WATER DEPARTMENT. New tf Invert `* gas �e� Out House #27*'� (48,5)/ 3 Bedroom TOF El = 50.0 CIO (4910) Deck O q" s !2� Note ( _, #19 (4:8.6) (47.6) Map 39 Parcel 152 Mop 40 Parcel 12 Bed Dining #1 Both Kitchen I Bed Bed #2 #3 Living Floor Plan NOT TO SCALE Yarmouth Health Department "PROVED ^ - �1- I Date IMP 0 Op C61 0 O- 0 A & 06 14 ocu 0 Route 28 WEST YARMOUTH,,,MA SITE -LOCUS NOT TO SCALE 1.) Assessor's, Map 39 Parcel 142 2.) Bk 1630 Pg 295 3.) PL BK -149 PG 95 Lot 49 4.) Jhis property is -not in `o Wellhead Protection District 5.) This property is in Flood Zone Firm Map 250.01CO588J Doted 7 r16/UV�10791 OCT 2 1 022 HEALTH DEPT Septic System Plan for 27 Checkerberry Lane West Yarmouth,, MA 02673 Prepared for: Prepared by. Konstantinos Kollios All 'Cape Septic and Survey 27 Checkerberry Lane 618 Route 28 West Yarmouth, MA 02673 West Yarmouth, MA 02673 (508) 771-4200 ollcopesepticOgm oil. Corn 10/17/22 Sheet 1 of 2 BY MA Check: SM Dwg #51© GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET) 1 inch -- 20 ft. Top o'f FND EL-- 50.0± 1 '1 49.2± P osed NITOutlet 46.9t, and Pr 46.55 A Elevation %a GAS ,d I -i 3/4" TO 1-1/r 0A 10'± 1,500 GALLON SEPTIC TANK C.0 N J T N N 0 X-5 t vw Provide Watertight Riser, Frome Secure Cover Set To Grade TO 071-UN 6' 0 -- FINISH GRADE Install alarm & control box on bldg. 9. to F1 =, AA '�;-O " _'01 I 47. I 4 -2 ALARM *4 LIM ON LIEWX ftw OFF LEVEI fir $10M SAM 3/4- TO I-1jr DIA. 51± 1,000 GALLON PUMP CHAMBER U& to, SYS-It IN A t All 11 IS POTENTIAL FOR 0M 04 ON WH RE wft Got INSIAU ANY Ilimr'� t P I' tkk L 'S TO.WITHSTAIIII) AN H-20 1. ' 'AS ik it C(M FAT 0 OVE T <*'.� S�Sjj4 OU WWA' 't 'Nye'b to, TWA '41MOrOHERE. M 5" , SEP.M. TAWS, AND, 409 Iz 0' SHALL � BE INSTALLED ON A STABLE UICHANCAL LY WM'PAC'!f0 .,A OW-Sl*. 1)40tS OF:'M$14ED STONE. 4.) COVERS OVE 11 A THE INLET AND OUTLtTl MS. OF THE SEPTIC TANK, THE DISTRIBU , nON BOX. AND N SYSTEM SHALL BE. RAISED TO VOTHIN 6" OF FINAL GRADE. L ME SOIL ABSORPTION :ACHING FIELDS. TRENCHES. AND OTHER SOIL ASSORPtION SYSTEMS WITHOUT ACCESS MANHO _ES SHALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4' PVC: PLACED VERTICALLY To THE 130TTOM OF ME SOIL, ABSORPTION SYSTEM WITH A CAP, TIED TH MAGNETIC MARKING TAPE, ACCESSIBLE TO IMTHIN 3* OF FINAL GRADE. 5.) PIPING SHALL COST OF 4" SCHEDULE 40 PVC OR ECOVALENT. PIPE SHALL LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2X FROM THE BUILDING TO TINKiE TIC TAW, AND NOT LESS THAN 19 OTHERWISE. 6.) DISTMBU71ON LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE IC DIAMETER SCHEDULE 40 PVC (OR EOUIVALIENT). LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED. 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET 3EFORE PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION WX SHALL BE WATER STED TO ASSURE EVEN DISTRIBUTION, 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCKTE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 0. HALL NOT BE ALLOWED 'to OPERATE OVER THE LIMITS OF THE SEWAGE rRee"LUMAOS THE CWRSE OF CONSTRUCTION OF 1HE SYSTEM. O�FNE 111) IN ACCORDANCE VAIN 310 CW 15,221, ALL SYSTEM COMPONENTS SHALL BE MORKEO WITH MAGNETIC MARKING TAPE. S WITHIN ISW OF THE PROPOSED 11.) 'THERE ARE NO KN004 MI.S OR WE %AND D A850RPT104 SYSTEM. 12.) FROM,THE DATE OF -THE INSTA".110 IN 01 SOS ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE, OF COMPLIANat Tilt 0WM91CR SHALL K -STAKED AND FLAGGEO TO PREVENT USE OF T"CAREA IN -At MAY I OAUDAMAOt TO THE SYS10. 11 NU 11) THE KSIGNE NOT BE R�CSOONSIWA FOR THE SYSTEM AS DESIGNED U SS L BE APPROVED IN WRITING 'I*S'W At 04 KM� � ANY: CNANaS SHALL By THE ENGINEER. 14.) INt. WARDr " OF AE41", IWOUftS . INSKCIION OF AIML CONSTRUCTION BY AN Ad-T OF THE ALL iAl CIF NEALTH' A owo"' 11"t H - CERTIFY IN WRITING ' DESIGNER AND HE, DESIGNER AT THE , O'AL WAS INST;�10 04 ,AC CE-0-TH 'THE TERMS OF THrFPERM1T PLANS, :48 1`100S ADVANCE NOTICE IS REOUESTE0. 0,011CA OU'�SIS ATE BFOR NOTMC17ALL=%M ro CEMEUT OF ANY, INCLUDES. �O DGSAFE, MVATE UVUT AN LOCAL I it I MATRAIMA SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER rESTING r BALL See Note 3 MUM w= 1/40 WEEP.HOLE D8-3 H-2( BOX %2" SWING CHECK VALVE D- 31.13/16- VEEP HOLE 35'± LeERTY LE40 SERIES PUMP .4 HR. 115V WITH 2* DISCHARGE, OR EQUAL (Ott EQUIVALENT) NOTES: Inspection Port o x Cover Geotextile 47.6* In action rFilter Fabric 4 + 6" 4" PVC VENT & CAP By *SwEETAR' + 4 + + 30.0! 46.51/ 14' x * 32'. -Leach Field 9 PUMP AND ALARM NOTES WITH THREE 4" SCH 40 PERF. PVC PIPE 0. 1) PUMP MUST BE INSTALLEiD ACCORDING TO MANUFACTUER'S 5'± SET AT 0.005 SLOPE ON 6" DOUBLE SPECIFICATIONS. WASHED 3/4"-1 1/2" STONE 2) USE MEYER OR G06LD '1/3 HP PUMP, OR EQUIVALENT ADJ. HIGH GROUNDWATER EL 41.5 3) PUMP MUST BE CAPABLE OF PASSING 2" SOLIDS PER YARMOUTH HEALTH FLOW PROFILE ADJUST ur' /.,a I% n7 4) ALARM MUST t1t VWKLu -un ZSEPARATEL;UI1Vuii FROM PUMP. TO EL SCALE GROUNDWATER -L - 51, ELECTRICAL WORK TO BE INSPECTED BY WRING INSPECTOR. BOTTOM TEST HOLE 00 EL 3&-5 65) ALARM MUST BE LOCATED 'IN THE HOUSE. Index Obs Well : MIW-29 Zone B Aug Reading 9.48' Ground Water Adjustment 3_8' ZABEL FILTER REQUIRES ROUTINE CLEANING. CONTRACTOR TO VERIFY CAPACITY AND EFFICACY OF EXISTING ELECTRICAL SYSTEM TO ACCOMIDATE PROPOSED PUMP SYSTEM PRIOR TO INSTALLING ANY COMPONENT. Inspection Notes PRIOR To FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS, Test Note 1 _(8_-4&8*)1 TEST HOLE LOGS Depth Elev. Layer Son Close Soil Color Other O._5" 48.3 A/T Loamy Sand IOYR5/2 5"- 17" 47.4 8 Loamy Sond 10YR4/6 17"-124" X5 C MedIUM Sand 10Y5/8 DATE OF TESTING- 09/21/22 SOIL EVALUATOR* MARK POLSELU OTNESS: JAY GARDINER YARMOUTH HEALTH AGENT PERCOLATION RATE HOLE #1: - LESS THAN < 2 MIN/INCH (0 54") GROUNDWATER ENCOUNTERED AT 10.1' (EL = 38.7) NO MOTTLING ENCOUNTERED WITHIN THE DWELLING PF40R TO INSTALLATION OF ANY SEPTIC COMPONENTS. EXCAVATION NOTES 17.) CONTRACTOR SHALL 'VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATIO4 OF ANY SEPTIC SYSTEM COMPONENTS. 1) EXCAVATE ALL MATERIAL, ABOVE SOL HORIZON C (SEE DEEP OBSERVATION HOLE LOG) FOR A LATERAL DISTANCE OF W (WHERE POSSIBLE) IS) TEST HOLIES,COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA. VARIABLE AND TEST HOLEDATA IS NO GUARANTEE OF SOIL 4IQ401TIDNS IN OTHER JREAS. IF 2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSFECT THE MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL SOILS PRIOR TO PROCEEDING MTN INSTALLATION OF'ANY SEPTIC COMPONENTS CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5. M) EXISTING SEPTIC COMPONENTS TO BE LOCATED. PUMPED DRY. FILLED WITH CLEA4 SAND AND 3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING. OF FILL INTO THE RETAINING STRUCTURE. 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. SYSTEM DESIGN CALCU-LATIONS SEWAGE DESIGN FLOW REQUIRED: 3. BEDROOM DWELLING 0 110 GPD / BEDROOM - 330 GPD REQUIRED SEWAGE DESIGN FLOW PROVIDED: - 16',)( 28' LEACHFIELD WITH THREE SCH. 40 PERF. PVC PIPE CAPACITY 14' X 32' = 448 SO FT 448 SF X 0.74 GPD/SF = 331 GPD 331 GPD PROVIDED > 330,JPD REQUIRED SEPTIC TANK CAPACITY PR6VIDED: 1500 GALLON SEPTIC TANK A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW Proposed Septic Plan Located at 27 Checkerberry Lane West Yarmouth, MA Prepared for: Kons.tantinos Kollis 27 Checkerberry Lane West Yarmouth, MA Prepared by: All Cope Septic and Surve 618 Route 28 West . Yarmouth, MA 02673 (508) 771-4200 alicapeseptic@gmoil.com Date: 10/17/22 Sheet 2 of 2 Project No. AC-510