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HomeMy WebLinkAboutEngineer Plans (pg1)SOIL TEST PIT DATA NOT TO SCALE TEST PIT 7-1 GRD. EL. IOL SHGW EL X4.5_ EL 1002 EL 0..] EL 94.] FILL B LOAMY D 01rz 5/8 Gt MEDIUM SAND zbY 6/4 C2 ES 25T 6/4 EL BO5 - 132' NO ON OBSERVED LEGEND ONSITE SOIL EVALUATION DAIS LILLY 22 2020 UNSURALS TEST BY: B5CMAL ORY MATERIALS WITNESSED BY: LANGU. MALLORY PANNIER (TO BE REMOVED) DECIDED SOIL EVALUATOR: TOW MACDONALO SOH. 10 PVC IOb FT, PERCOLATION RATE: If 2 MINS./INCH PENWLAMON SOIL O.A55: GLASS 1 TEST RANGE LT.A.R.: C74 CFD/SY, ESTIMATED _ i SEASONAL GROUNDRA EL 9&] 9B) y / 1 I / CO If �O rn AD i �w� o C) \ e ; >; r �kt .1 LOS'S A` z2, 768±,,F -!; -A / I / / 1 / / DESIGN CALCULATIONS DESIGN ROW RESTAURANT: 60 SEATS x 35 GPD/SEAT = 2,100 GPD REQUIRED SEPTIC TANK 2 -COMPARTMENT TANK 2,100 GALLONS X 200% = 4,200 GALLONS (1ST CHAMBER) 2.100 GALLONS X 100% = 2,100 GALLONS (2ND CHAMBER) PROVIDE A 6,500 GALLON, MUET-COMPARTMENT SEPTIC TANK REQUESTING A 5% REDUCTION IN THE DAILY FLOW 2,100 x 0.95% = 1.995 GPD SIZE OF REQUIRED LEACHING FACILITY DESIGN PEND. RATE: <2 MIN/INCH LONG TERM APDL RATE 0.74 GPD/SF 1,995 GPD . 0.74 GPD/SF = 2,696 SF FLEACHING, E6QH IITY PROVIDED LEACHING FIELD W/7 LATERALS SPACED 6' O.C. 72' X 38' = 2.736 SIF, 0.74 D 9 A24 GD > 1 995 GP(29 GPD RESERVE(DCAPACITY) CAPACITY) I wsPEcnax P TYPICAL SYSTEM PROFILE NOT TO SCALE FIRST FLOOR EL. IM5) `-FROMINV.=9 CREA TRAP INSE V.=9 6,500 GAL. SEPTIC TANK tl41E MAGNETIC REIIII IrvE TAPE SHALL SE PROVIDED IN WE TRENCH OVER ALL PVC PIPING V RESTAURANT 3,8962 S.F. FF=101.5] + SYSTEM 1 CHAMBERS BEO ON ro INFORMATION VFHT SOH. 10 PVC IOb FT, f1iTEll µ top CAPE DELI FOODS INC. LOSS ro _ i MBE SET LEVFL EL 9&] 9B) 1 FOR MIN. 2' If TITLE REFERENCE:,.. CERT 90305 �. 4' SOH. 40 PVL 't PLAN REFERENCE: LCP 16976-F TYPICAL SYSTEM PROFILE NOT TO SCALE FIRST FLOOR EL. IM5) `-FROMINV.=9 CREA TRAP INSE V.=9 6,500 GAL. SEPTIC TANK tl41E MAGNETIC REIIII IrvE TAPE SHALL SE PROVIDED IN WE TRENCH OVER ALL PVC PIPING V RESTAURANT 3,8962 S.F. FF=101.5] + SYSTEM 1 CHAMBERS BEO ON v Y 77 INSPECTION SCHEDULE: v 1. THE ENGINEER IS TO INSPECT THE BOTTOM OF LEACHING FIELD EXCAVATION. 2. THE ENGINEER IS TO INSPECT THE SOIL ABSORPTION SYSTEM INSTALLATON. 3. THE ENGINEER IS TO INSPECT THE D -BOX AND PERFORM A WATER TEST. 4. THE ENGINEER IS TO PROVIDE AN AS -BUILT PLAN. NOTES: 1. ALL EXISTING SEPTC SYSTEM COMPENENTS (INCL: SEPTIC TANK, GREASE TRAP, DISTRIBUTION BOX AND LEACHING PITS) SHALL BE REMOVED & DEMOLISHED IN ACCORDANCE WITH TITLE 5. 2. THE EXISTING CATCH BASIN (LEACHING) AND SURROUNDING AGGREGATE SHALL BE REMOVED & DEMOLISHED. S 61 °24 LOCUS INFORMATION VFHT SOH. 10 PVC IOb FT, f1iTEll µ top CAPE DELI FOODS INC. LOSS FIRST PIPE LENGTH _ MBE SET LEVFL EL 9&] 9B) FOR MIN. 2' If TITLE REFERENCE:,.. CERT 90305 �. v Y 77 INSPECTION SCHEDULE: v 1. THE ENGINEER IS TO INSPECT THE BOTTOM OF LEACHING FIELD EXCAVATION. 2. THE ENGINEER IS TO INSPECT THE SOIL ABSORPTION SYSTEM INSTALLATON. 3. THE ENGINEER IS TO INSPECT THE D -BOX AND PERFORM A WATER TEST. 4. THE ENGINEER IS TO PROVIDE AN AS -BUILT PLAN. NOTES: 1. ALL EXISTING SEPTC SYSTEM COMPENENTS (INCL: SEPTIC TANK, GREASE TRAP, DISTRIBUTION BOX AND LEACHING PITS) SHALL BE REMOVED & DEMOLISHED IN ACCORDANCE WITH TITLE 5. 2. THE EXISTING CATCH BASIN (LEACHING) AND SURROUNDING AGGREGATE SHALL BE REMOVED & DEMOLISHED. S 61 °24 N 61035'00^ W 209.28' E:::5PNC Gra vWT [ Ezx =x, W.9316 1w, ON..97.67 4vN If 0 a ¢OMPA N 1 MULTI COMPRTMETANK STANK _ INV. V.INVC IN=9]-00 INV. PUT=67�1�'p�yyr{I IO.0 .RS / Y ` 9 t l� v1 sitN 0 PROPOSED LEACHFIELO ) LATERALS SPA® 6' O.C: AND 12' STONE ON EACH AAE ® 72'%36' V COMP DRY. CRUSH At REMOVE I EASIBIG LEACH PIT (TYP)��1 1111�� 1 DMH-1 INV IN=91.75 MV WT -94b6 1. e 262.44' VARIANCE REQUESTED: TITLE 1. 310 CMR 15.211(1): REQUEST A 5.0'. VARIANCE TO ALLOW THE PROPOSED S.A.S. WITHIN 25' OF A LEACHING CATCH BASIN. V 310 CMR 15A04(3)(E): REQUEST A LOCAL UPGRADE APPROVAL TO ALLOW A 3.6% REDUCTION IN THE SIZE OF THE SOIL ABSORPTION SYSTEMI%ESIGN FLOW, PER DISCUSSION WITH THE YARMOUTH HEALTH DIVISION. TO (OF YARMOUTH 1. TOWN OF YARMOUTH REGULATION 20: TO ALLOW 1 YEAR FOR THE VARIANCE / SEPTIC INSTALLATION IN LIEU OF 3 MONTHS AS RESULT OF COVID-19. 4 0 TOP OF LLL CONCRE X-9-9 BOUND. . II,! 0 3. ELEV=1 �7-OU`LET DIST. BOX 4PFu . 33 YEn0AT M3 r g VLL ` y 'Ai°SPI TltiV. 10/16/20 BRIAN G. YERGATIAN DATE PROFESMONAL ENGINEER PICADILLY DELI RESTAURANT 1105 ROUTE 28 IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEPTIC REPAIR PIAN AUGUST 19,2020 REMSIOIJ ' 0. DAM DESC. 1 10/16/20 INSPECTION SCHEDULE Dep Y6rmauch Henn 1 1DIMIS. tC M1am6 � PREPARED FOR: CAPE DELI FOODS, INC. 1105 ROUTE 28 SOUTH YARMOUTH, MA 02664 (508) 394-9018 MIS, I,•, C GRDUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2020 M, BSC G',Ip. 11, SCALE: 1' - 10' 0 5 20 40 IL FILE PmleNsrAR\SD122D0\aa\�,P.aw\6D4aam-sLP.ay DWG.:fi6-64.01 JOB. NO: 5-4022.00 SHEET 1 OF 2 LOCUS INFORMATION VFHT SOH. 10 PVC IOb FT, f1iTEll µ CURRENT OWNER: CAPE DELI FOODS INC. LOSS FIRST PIPE LENGTH FINISHED GRACE MBE SET LEVFL EL 9&] 9B) FOR MIN. 2' TITLE REFERENCE:,.. CERT 90305 4' SOH. 40 PVL PLAN REFERENCE: LCP 16976-F BREAKOUT EL. ATM ASSESSORS MAP: 50 PARCEL: 11 START OF END OF LATERALS LAlERP15 IHV. 96.14 DIST. INV.=sSSO EL pfi.00 EL 95.64: ZONING DISTRICT: B-2 BOX SETBACKS: FRONT 30' Inv. sfi.fiz s.u• 4PARA1NP1 SIDE 20' Z REAR 20' ESTIMATED S.H.O.W ELL 90.5 sos MINIMUM LOT SIZE: 25.000. S.F. EXISTING TOTAL LOT AREA: 22,7683 S.F. NITROGEN SENSITIVE ZONE: 140T A ZONE II FEMA FLOOD ZONE DISTRICT: "X" OVERLAY DISTRICT: VCOD GL U 7090 HEALTH DEPT N 61035'00^ W 209.28' E:::5PNC Gra vWT [ Ezx =x, W.9316 1w, ON..97.67 4vN If 0 a ¢OMPA N 1 MULTI COMPRTMETANK STANK _ INV. V.INVC IN=9]-00 INV. PUT=67�1�'p�yyr{I IO.0 .RS / Y ` 9 t l� v1 sitN 0 PROPOSED LEACHFIELO ) LATERALS SPA® 6' O.C: AND 12' STONE ON EACH AAE ® 72'%36' V COMP DRY. CRUSH At REMOVE I EASIBIG LEACH PIT (TYP)��1 1111�� 1 DMH-1 INV IN=91.75 MV WT -94b6 1. e 262.44' VARIANCE REQUESTED: TITLE 1. 310 CMR 15.211(1): REQUEST A 5.0'. VARIANCE TO ALLOW THE PROPOSED S.A.S. WITHIN 25' OF A LEACHING CATCH BASIN. V 310 CMR 15A04(3)(E): REQUEST A LOCAL UPGRADE APPROVAL TO ALLOW A 3.6% REDUCTION IN THE SIZE OF THE SOIL ABSORPTION SYSTEMI%ESIGN FLOW, PER DISCUSSION WITH THE YARMOUTH HEALTH DIVISION. TO (OF YARMOUTH 1. TOWN OF YARMOUTH REGULATION 20: TO ALLOW 1 YEAR FOR THE VARIANCE / SEPTIC INSTALLATION IN LIEU OF 3 MONTHS AS RESULT OF COVID-19. 4 0 TOP OF LLL CONCRE X-9-9 BOUND. . II,! 0 3. ELEV=1 �7-OU`LET DIST. BOX 4PFu . 33 YEn0AT M3 r g VLL ` y 'Ai°SPI TltiV. 10/16/20 BRIAN G. YERGATIAN DATE PROFESMONAL ENGINEER PICADILLY DELI RESTAURANT 1105 ROUTE 28 IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEPTIC REPAIR PIAN AUGUST 19,2020 REMSIOIJ ' 0. DAM DESC. 1 10/16/20 INSPECTION SCHEDULE Dep Y6rmauch Henn 1 1DIMIS. tC M1am6 � PREPARED FOR: CAPE DELI FOODS, INC. 1105 ROUTE 28 SOUTH YARMOUTH, MA 02664 (508) 394-9018 MIS, I,•, C GRDUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2020 M, BSC G',Ip. 11, SCALE: 1' - 10' 0 5 20 40 IL FILE PmleNsrAR\SD122D0\aa\�,P.aw\6D4aam-sLP.ay DWG.:fi6-64.01 JOB. NO: 5-4022.00 SHEET 1 OF 2