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HomeMy WebLinkAboutEngineered As-Built Plan - 2016a N x a t e4 I cc N N n 0 CL J M N U F VARIANCES APPROVED 310 CMR 15.212(1)(b): TO ALLOW A 4' VERTICAL SEPARATION FROM THE ADJUSTED SEASONAL HIGH GROUNDWATER ELEVATION (WHICH INCLUDES THE HEIGHT OF THE GROUNDWATER MOUND) TO THE BOTTOM OF THE LEACHING FIELD. 310 CMR 15.255 (b): TO ALLOW THE 21,000 GPD OF TANK STORAGE TO BE IN A COMBINATION OF THE EXISTING 12,000 GALLON TANK AND A PROPOSED 9,000 GALLON TANK IN LIEU OF A 14,000 GALLON TANK AND A 7,000 GALLON TANK. S80'27'S3� }43.73' EXISTING BUILDING #585 FF=18.0 CB/DN FND CSE LIF pa CO SENT i METAL \STORAGE CONTAINER N 11.0. A'°1V6TtdC v 8 OTy� 79- R:1394. 00r u 4 C EXISTING BUILDING #589 N/F j VIGEANT FAMILY j LIVING TRUST C214-1 DOC. 856328-4 7 NEW 5,000 GALLON H-20 LOW -PROFILE GREASE TRAP, �^• •. •, THE. MARINER MOTOR LODGE LLC _ ASSESSORS MAP 31 a „:�; • ` PARCEL 133 S m f �� ;;�•� ' W. INSPECTION PORT (7YP.) •`: �, :�`: , wr • • •. XIST NG S74.30,? 47 �, w� ' "`''--�-►-,1.1 j,1 BITUMINOUS x PARKING EXISTING LOT. - 12,000 GALLON SEPTIC TANK o TO REMAIN ° �c L ,,_. --EXISTING / SLEEVED WATER LIN / \ N 9.000- GALLON / H-20 C TANK ° PRO COMPONENT SIZING CALCULATIONS• EA I"G 1-1/2- SCH. so PVC • • „ ;r:., ° LATERAL (tYP.) •• 0i_1 .SIGN FLOW:. • .• • �..�,,�:; • J • ! ;� .. •.�.. , • • 3" SCH. 80 PVC / 70 RESTAURANT SEATS ® 35 GPD = 2,450 GPD.: ::`�'!; •, •* S FORCEIAAI 66 PUB SEATS AT RESTAURANT FLOW = 2,310 GPD ,p., ►.� • • "17!!�. 0 112 PUB SEATS ® 20 GPD 2.240 GPD. �:"� •• ' • "` ` f J •• TOTAL DESIGN FLOW = 7,000 GPDCB/DH •• • • ' ' ' 1 Q, GREASE TRAP: F D ® ''•• :« '• .\ MVV /i 70 RESTAURANT SEATS ® 15 GPD = 1,050 GPD 15.8. �•- =• •. �* •• oz O o 66 PUB SEATS 0 15 GPD = 990 GPD BENCH MARK• ,',:, ;� ':. ' ; % • / G 112 PUB SEATS 0 15 GPD = 1.680 GPD TOP OF CONCRETE BOUND 1A - • . •• J ELEV.=14.71 CNAVD SST J • •. / TOTAL GREASE DESIGN FLOW = 3,720 GPD REPLACED EXISTING 5,000 GALLON GREASE TRAP WITH NEW ' soor • J .• 5,000 GALLON GREASE TRAP r MANIF0 80 / o 1 � , FO 1 � Y EXISTING SEPTIC TANK: 12,000 GALLON SEPTIC TANK EXISTING STORAGE VOLUME = 12,000 GALLONS PROPOSED SEPTIC TANK: � BITUMINOUS 1 PARKING REQ. 7,000 GALLONS X 30OX = 21,000 GALLONS ` 2 -COMPARTMENT TANK REQUIRED OR 2 TANKS REQUIRED ' N/F r\ ° EXISTING 12,000 GALLON SEPTIC TANK TO SERVE AS 1ST CHAMBER EVANGELIA K ZAM11ELIS TR 1 ASSESSORS M P 32 NEW 9,000 GALLON SEPTIC TANK TO SERVE AS 2ND CHAMBER PARCEL 127C2 / TOTAL PROVIDED STORAGE VOLUME = 21,000 GALLONS 2.51 AC ES / o REQUIRED LEACHING FACILITY: DESIGN PERC. RATE: < 2 MIN/INCH / LONG TERM APPL. RATE: 0.74 GPD/S.F. 7.000 GPD _ 0.74 GPD /SF = 9,460 S.F. ° NEW LEACHING FACILITY: % / 0 TWO (2) EQUALLY -SIZED LEACHING FIELDS REQUIRED o CB/DH TWO (2) PRESSURE -DOSED LEACHING FIELDS, AS FOLLOWS: FND N3 ~ BOTTOM AREA = 2 LEACHING FIELDS X 80' X 60' = 9,600 S.F. o TI / 9,600 S.F. X 0.74 GPD/S.F. = 7,104 GPD e9a�• IR/CAP N/F ON LINE / YASER F. SALEH ASSESSORS MAP 31 PARCEL 188 LOCUS INFORMATION CURRENT OWNER: EVANGELIA K ZAMBELIS TR WHY ME REALTY TRUST TITLE REFERENCE: DOC. 1171895 PLAN REFERENCE: L.C. 24453-C1 ASSESSORS MAP: 32 PARCEL:- 12-C2 ZONING DISTRICT: B-2 SETBACKS: FRONT 30' SIDE 25' REAR 20' OVERLAY DISTRICT: VCOD-1 NITROGEN SENSITIVE ZONE: NOT IN A ZONE II FEMA FLOOD ZONE DISTRICT: ZONE X & X -OTHER, DATED JULY 16, 2014 p� PANEL #25001 C0588J MINIMUM LOT SIZE: S.F. 20,000 S.F. o C EXISTING LOT SIZE: 108,9051 S.F. 3�oF �t CRAIG A. tS FIB D v� No.38039 L40 SCHEDULE OF ELEVATI NS AND TIES 5 i 1 COMPONENT FIRST FLOOR OF BUILDING FIRST ELEVATION (FEE])- FEE]) 18.00 29.7 4" INVERTS AT BUILDING (GREASE, SEWER) UNKNOWN A 4" INVERT AT NEW GREASE TRAP (IN) 13.60 B 4" INVERT AT NEW GREASE TRAP (OUT) 13.45 C 4" INVERT AT EX. SEPTIC TANK (IN) 13.41 D 4" .INVERT AT EX. SEPTIC TANK (OUT) 13.24 E 4" INVERT AT NEW SEPTIC TANK (IN) 13.09 F 4" INVERT AT NEW SEPTIC TANK (OUT) 12.86 G 4" INVERT AT PUMP CHAMBER (IN) 12.72 H 3" INVERT AT PUMP CHAMBER (OUT) 12.60 (BARNSTABLE COUNTY) INVERTS AT LEACHING FACILITY: JUNE 27, 2016 NO. 5" INVERT AT MANIFOLD 9.70 1-1/2- INVERT AT LATERAL 10.70 ELEV. OF BOTTOM OF LEACHING FIELD 10.20 SEASONAL HIGH GROUNDWATER ELEVATION 6.10 J CORNER OF LEACHING FIELD K CORNER OF LEACHING FIELD i 1 2 3 4 29.7 49.0 C3 N 0 i 39.0 45.7 33.1 31.4 I HEREBY CERTIFY TO THE BEST OF MY 45.0 30.6 AS -BUILT IS IN SUBSTANTIAL COMPLIANCE WITH THE PLAN APPROVED BY THE 29.1 58.1 .0 9 No.46206 C Q 36.7 55.1 BRIAN G. YERGATIAN DATE 50.4 69.7 2 61.5 80.0 224.6 21.5 243.1 78.9 RECEIVED JUL 13 2016 HEALTH DEPT W 28 Q OCU$ W h C3 N 0 i R��UQIS LOCUS MAP NOT TO SCALE I HEREBY CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE SEPTIC SYSTEM AS -BUILT IS IN SUBSTANTIAL COMPLIANCE WITH THE PLAN APPROVED BY THE YARMOUTH BOARD OF HEALTH. YE TIANV� C .3 y CIVIL .0 9 No.46206 C Q �O �G/STEPA FFss(ONALE 61 ).+i I I( BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER RED FACE JACKS SEPTIC SYSTEM REPAIR #585 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) AS -BUILT PLAN JUNE 27, 2016 NO. DATE DESC. PREPARED FOR: ROBERT B. OUR COMPANY (BILL McMAHON 508-432-0530) 24 GREAT WESTERN ROAD HARWICH, MA 02645 BSCSUP 349 Main Street Unit D, Route 28 W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1 " = 30' 0 15 30 60 Fw FILE: \\bscbos\YAR\4999400\Civil\-D... ASB DWG. NO: 6355-03 SHEET 1 OF 1 JOB. NO: 4-9994.01