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HomeMy WebLinkAboutEngineered As-Built Plan - 2018 (2)YD . 0 VdG BENCHMARK: HYDRANT TAG BOLT #686 ELEV.=94.70 PARTIAL SYSTEM PROFILE NOT TO SCALE VENT PAVED SURFACE r GREASE SEPTIC LEACHING FIELD TRAP TANK D-BOX 6.3' io SEASONAL HIGH GROUNDWATER N /F HOLIDAY VACATIONS INC. ASSESSORS MAP 31 PARCEL 78 I / \ � "W g8.3.22, \ 6',OyeR UP / LP LEACHING AREA #5 (FUTURE) / \ / 112 CHAMBERS / \ / 71.67' X 72.0' / \ / A LCB / LEACHING AREA #4 (FUTURE) LOCUS INFORMATION CURRENT OWNER: THE POINT, LLC. TITLE REFERENCE: 27107/313 PLAN REFERENCE: 428-87 ASSESSORS MAP: 31 PARCEL: 77 ZONING DISTRICT: B-2 SETBACKS: FRONT 30' SIDE 25' REAR 20' MINIMUM LOT SIZE: 20,000 S.F. EXISTING TOTAL LOT AREA: 129,181 t S.F. NITROGEN SENSITIVE ZONE: NO FEMA FLOOD ZONE DISTRICT: NO OVERLAY DISTRICT: ROAD/GIZ-1/HMOD-1 SOIL TEST PIT DATA NOT TO SCALE TEST PIT #_ GRD. EL. 92.3 SHGW EL. 80.3 EL. 90.6 EL 84.3 7% FILL C1 MEDIUM SAND 2.5Y 5/6 C2 MED/FINE SAND W/TRACE OF SILT 2.5Y 6/4 21" 96" EL 80.3 ' = 144" NO REDOXIMORPHIC FEATURES OR GROUNDWATER OBSERVED ST OC�AO� F \ / 112 CHAMBERS�Ce \ \ / 71.67' FX,t72.0' / \ I CR ->.rc LP \ / LEACHING AREA #3 (FUTURE) \ / 112 CHAMBERS / \ / 71.67' X 72.0' I I t "AS -BUILT" BLDG TIES DESCRIPTION INVERT A B ELEVATIONS 1. 0 BUILDING 88.64 2. 91.9 67.0 IN TANK 88.43 3. 106.9 52.3 OUT TANK 88.23 4. 46.3 111.7 IN TANK 90.44 5. 1 53,7 107.8 1 OUT TANK 90.16 6. 74.2 85.2 IN GT 89.26 7. 83.9 75.9 OUT GT 89.03 8. 124.0 39.5 IN "D" BOX 88.02 9. OUT "D" BOX 88.23 BEGIN CHAMBER 87.80 BOTTOM CHAMBHER 84.94 TEST PIT _# GRD. EL. 92.3 _.. _... _. 7n c EL 91.1 EL 89:9 TEST PIT _0 GRD. EL. 91.4 SHGW EL. 78.9 FILL C1 MEDIUM SAND 2.5Y 6/4 C2 MED/FINE SAND 2.5Y 5/6 C3 MED/FINE SAND- 2.5Y 6/6 EL 79.6 ' - 152" EL 78.9 NO REDOXIMORPHIC FEATURES NO REDOXIMORPHIC FEATURES OR GROUNDWATER OBSERVED OR GROUNDWATER OBSERVED j FILL � 1 C1 MEDIUM SAND 2.5Y 5/6 2 C2 MED/FINE SAND W/TRACE OF SILT 2.5Y 6/4 BENCH MARK: NAIL IN UTILITY POLE EVEV.=92.54 9) �=o NSFORMER 0 5" 9" EL. 89.1 EL 86.3 52" EL. 82.8 DATE: MARCH 9, 2010 TEST BY: BSC GROUP, INC. WITNESSED BY- BRIAN DUDLEY, DEP BRUCE MURPHY. HEALTH DIV. PERC. RATE: < 2 MIN./INCH SOIL EVALUATOR: BRIAN YERGATIAN, P.E. 28" SOIL CLASS: CLASS I L•T•A-R•: 0.74 GPD/S.F. 61" 103" LEACHING FIELD #1 i LEACHING FIELD #2 2,724t S.F. 2,724t S.F. q (56) 500-GALLON (56) 500-GALLON PRECAST CHAMBERS PRECAST CHAMBERS IN BED CONFIGURATION IN BED CONFIGURATION I(IN)=87.80 I(IN)=87.80 BOT.=84.94 BOT.=84.86 STOCKADE FENCE VENT -.e-S0T58a O"-W--rz---_169,5(Y ' RDIG 2-STORY WOOD FRAME MOTEL \ / BUILDING T.O.F.=93.30 L.o 8 3 COVERED O © 2 o ENTRANCE o I - 4 0. N /F HOWARD ONIK TR. ASSESSORS MAP 31 PARCEL 75 I j i 1,500-GALLON I GREASE TRAP 5,000-GALLON I(IN)=89.26 I SEPTIC TANK #1 I I(OUT)=89.03 z I(IN)=90.44 z I I(OUT)=90.16 oz 11- 2-STORY o WOOD FRAME MOTEL z a,o BUILDING o= LV) °0 z T.O.F.=93.30 VI0 J1 n J I I I VARIANCE REQUEST 310 CMR 15.221 (7) GENERAL CONSTRUCTION REQUIREMENTS FOR ALL SYSTEM COMPONENTS - A VARIANCE IS REQUESTED TO ALLOW THE TOP OF THE SOIL ABSORPTION SYSTEM TO BE INSTALLED MORE THAN 36" BELOW FINISHED GRADE (48" PROPOSED). - N08'31'20"E 267.28 LEGEND UNSUITABLE MATERIALS (TO BE REMOVED) PERCOLATON TEST RANGE ESTIMATED V SEASONAL HIGH GROUNDWATER y_ OBSERVED GROUNDWATER SB/DH UP LIMIT OF 5 0VE^ \--4" SCH. 40 PVC © (TYP-) -DISTRIBUTION BOX W/SPEED LEVELERS (2 INLET, 13 OUTLET) I(IN)=88.02 1(OUT)=87.87 , �- 5,000-GALLON SEPTIC TANK #2 I(IN)=88.43 (OUT)=88.23 q�§ 1 N /F JEREMY S. & DENISE I. LEVINE TRUSTEES ASSESSORS MAP 31 PARCEL 74 LCB OBSERVATION POR LP (TYP) SIGN -o- ^� m a m � c � C o n 0 m Iz v m N) WG UPL 3 N z LOCUS r 28 4 w m LOCUS MAP NOT TO SCALE I certify to the best of my best professional knowledge, information and belief that the Septic System As -Built conforms with the plan approved by the Massachusetts Department of Environmental Protection. Of MASsgc GJ, ti G. YERG T1AN � No�46206�0 J .0 - 90 FSSIONA��C��r . BRIAN G. ATIAN DATE PROFESSIONAL ENGINEER CAPE POINT MOTEL SEPTIC COMPONENT REPAIRS 476 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEPTIC REPAIR AS -BUILT AUGUST 28, 2018 NO. DATE DESC. HEALTH DEPT. PREPARED FOR: S & H HOTEL YARMOUTH LLC 476 ROUTE 28 WEST YARMOUTH, MA 02673 s: oF-BSC 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2018 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 nmr FILE: 4948302-SEP-AB.dwg DWG. NO: 5990-02. SHEET 1 OF 1 JOB. NO: 49483.02