Loading...
HomeMy WebLinkAboutEngineered Plan - 2014SOIL TEST PIT DATA N0.48133 � o TFss REGI TER�� TYPICAL SYSTEM PROFILE SCHEDULE OF ELEVATIONS DESIGN CALCULATIONS NOT TO SCALE A 9 No. 46206 a .Q FG/STF- � FSS/ONAL ENG. DATE NOT TO SCALE SEPTIC COMPONENT ` REPAIR UlNIT9 781. MAIN STREET - ROUTE 28 IN SOUTH YARMOUTH PROPOSED LEACHING FIELD SEPTEMBER 25, 2014 G>3C�C��MG�U SEEP 2 6 [1914 HEALTH' DEPT, NO. DATE 4„ SCH. 40 PVC TOP OF FOUNDATION EXIST A PROPOSED DESIGN FLOW fr TEST PIT TP -1 REPAIR OF SEP'T'IC S1 STEM I ON SI TE SOIL EVALUATION .EL=A L ;ard of Ilealih i eview and approvallis required for I L=44 FT. - S.015 4" INVERT AT BUILDING EXIST B MATCH WITH NEW INSTALLATION 2 BEDROOMS ®110 GPD BEDROOM 220 GPD / GRD. EL 10.0 All lkalfh Dcoartment 1 A TOP FOUNDATION 4" INVERT AT SEPTIC TANK (IN) EXIST C MATCH WITH NEW INSTALLATION SHGW EL. 2.4 fSSIJED-FOR-PERMITTING DATE: MARCH 12, 2014 SEAVIEW MOTEL CONDOMINIUMTR. C/O KAREN LIU 78 INDIAN MEMORIAL DRIVE FIRST PIPE LENGTH TO BE SET LEVEL 4" INVERT AT SEPTIC TANK (OUT) EXIST D REQUIRED SEPTIC TANK W. Yarmouth, Massachusetts 02673 508 778 8919 TEST BY: BSC GROUP, INC. 0 10 20 40 ter FILE: 4972100-SP.DWG EL= 10.2:h a SCH. 40 PVCFOR MIN. 2 4" INVERT AT DIST. BOX (IN) EXIST E 220 GPD, X 200% =440 GALLONS FILL WITNESSED BY: PHIL RENAUD, BOH i EXISTING 4" INVERT AT DIST. BOX (OUT) EXIST F USE EXISTING 1,500 GALLON H-20 SEPTIC TANK . EL. 8.7 16" .'' FINISH GRADE A LICENSED SOIL EVALUATOR: KIERAN J. HEALY, PLS .�. EL=10.51 SIZE OF REQUIRED LEACHING FACILITY ' ELEVATIONS AT LEACHING FACILITY: SANDY LOAM PERCOLATION RATE: < 2 MINS./INCH 2.5Y 3/3 SOIL CLASS: CLASS 1 •' LEACHING FIELD DESIGN FERC. RATE: <2 MIN/INCH EL 8.2 22 L.T.A.R.: r 0.74 GPD/S.F. I=B 4" INV. AT LEACHING FIELD " EXL6.L G LONG TERM APPL RATE: 0.74 GPD/SF i=p - x 4 INV AT END OF LEACHING FIELD EXL� 220 GPD; = 0.74 GPD/SF = 298 SF B SANDY LOAM � PO _ I -C I=E I=F 1=G BOTTOM OF LEACHING CHAMBERS EXIST H SIZE OF LEACHING FACILITY PROVIDED 7.5YR 5/6 c n c LEGEND I 5D 4.0' SEPARATION ESTIMATED SEASONAL HIGH GROUNDWATER 3.2 J EL. 7.2 34" -r : -BOXY EXISTING 10 REMAIN C-1 UNSUITABLE SEPTIC TANK K COARSE SAND 10YR 5/6 MATERIALS EST. HIGH GROUNDWATER f EL 6.2 46" (TO BE REMOVED) HIGH GROUNDWATER COMPUTATION NOTE: (BASED ON TP#•i) LOCUS INFORMATION C-2 MEDIUM SAND PERCOLATION MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING EL 4.9 2.5Y 6/4 1" TEST RANGE DEPTH TO WATER 8.5' EL. 4.7 64" ESTIMATED INDEX WELL WATER RANGE ZONE MIW-29 CONDOMINIYM NAME SEAVIEW MOTEL A y SEASONAL HIGH ,LEVEL CURRENT DEPTHONDEX WELL(3/14) 8.2 CONDOMINIUM EL 3.2 C-3 = 82" GROUNDWATER WATER LEVEL ADJUSTMENT 1.7' CONDOMINIUM DOC. DEED BOOK 3357, PAGE 225 OF 1981 EL. 1.5 MEDIUM SAND - 10YR 5/6 OBSERVED HIGH �_ DEPTH TO HIGH WATER 6.8' PLAN REFERENCE: PLAN BOOK 357, PAGE 4 & 5 =_ 102" = GROUNDWATER EL 0.0 120" ASSESSORS MAP: 33 PARCEL: 77, C1 THRU C10 57D-1 ZONING DISTRICT: B-2 -' SETBACKS: FRONT 30' LEACHING FIELD DETAIL NOT TO SCALE EXISTING TO REMAIN FIRE pp.''' I GA IE VALVE HYDRANT � Q (rr>7:) �j CA TC BASIN CATCH BASIN 16 8 �b NOT TO SCALE - - - - - - - o� DRAIN _j MANHOLE i r ® R=9.38 ` t REMOVABLE 8" I COVER5» \ 4" - - CA TCN BASIN CA TCH BAS 12" DIA. COVER R=9.4 C o 24" 1 3 '. N (6) 5" DIA. 3" KNOCKOUTS BOTTOM ON LEVEL a (TYP.) + \ STABLE BASE 6" MINIMUM i \ 3/4" TO 1-1/2- 24" \ 0 -11 - SECTION VIEW CRUSHED STONE PLAN VIEW PROPOSE NOTES: \ 15'x20' LEACHING FIEL W/OVERDI 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. �\ 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. \ OBSERVA' 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL P 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. \ PROPOSED 1,500 GALLON H-20 SEPTCLTANK AMID 0 D -BOT %.. 1,500 GALLON SEPTIC TANK (H-20)_h),NOT TO SCALE, NOTES: MIN. 20" DIA. COVER, TYP. rt 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RAISE (2) TO WITHIN 6" OF FINISHED YARMOUTH LODGE DGE 2270 GRADE USING SEWER BRICK AND 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING LOYAL ORDER OF MOOSE H-20 LOADING. MORTAR AS NECESSARY ASSESSORS MAP 33. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION i PARCEL 34 SHALL BE WATERTIGHT. 6" MAX ? 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK ' fj+� Y `� I COVER. li,� 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. » f 10'-0"" IT" •' 100 4'-1» 6'-0" LIQUID LOCATE DEPTH a INLET TEE OUTLET TEE 6'-2" - - - UNDER COVER WGAS / 6" - 6" BAFFLE • ,. PLAN VIEW 6" MINIMUM 3/4" TO 1-1/2" CROSS-SECTION VIEW CRUSHED STONE SIDE 25 REAR 20' OVERLAYDISTRICT-. R.O.A.D. / HMOD-1 / VC -2 11.0 - ' NITROGEN SENSITIVE ZONE: NOT A ZONE II 2 �PFt1PB o . F IL dX FEMA FLOOD 8� 8 ,gyp "B", '\'50.5 W ZONE DISTRICT: DATED 7-2-190962 BIT.4PANEL #250015 00 D ?_10 N6 CONC. CATCH BASIN S. S. W =9 sty MINIMUM LOT SIZE• 20 000± S F 0 4) EXISTING LOT SIZE: 37,125± S.F. #2 1 `\ \ ` ,� EXISTING BUILDING COVERAGE: S.A.S. :r,?3 i\ s �j N BUILDING'S, BREEZEWAY'S & DECK'S 9,507± S.F. (25.6%) (REVIDYE- 3A ` SARKAR HOSPITAUTY LLC } ASSESSORS MAP 33 ( ) 2013 W s \ � � (20 � \`% �, \\ PARKING SPACES REQ.: 1.5 PER UNIT 15 PARCEL. 76 13 \\ B \ PARKING SPACES �N SITE: 2 PER UNIT (20) BIT. BIT. UNIT 3 \ CONC. �QNC. 2 BEDROOMS N N� 831 t S.F. \\ 1, UNIT �� A \ 1 CONDOMINIUM OWNER J & K LIU REALTY TRUST. .- STEE UNIT 2 �� JOE LIU TRU 2 BEDROOMS 801± S.F. DECK \ S CONDOMINI �� r'oo JM DOC. 19215-69 \ \ S�� o. UNIT 1 , ASSESS0�2S MAP: 33 COMMERCIAL SPACE PARCEL: 77-C9 830± S.F. \ ` I \ � CATCH BASIN BULKHEAD \ O,S\\ R=1©.05 UNIT 4 - i DECK 2 BEDROOMS \ 4B \� 829± S.F. / ` \ b 5 ,, S GENERAL NOTES � S..S. L•L'OW 20 3) s 1. THIS PLAN IN ONLY INT�NDED FOR THE PERMITTING AND CONSTRUCTION OF THE 66' ; ,CRAWL \ SEWAGE DISPOSAL FACT TIES. SPACE 10 / UNIT 10 _L 2 BEDROOMS C� _� s �C 2. ALL CONSTRUCTION MERIODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 841± S.F. LAWN � 5A \� ` AND YARMOUTH BOARD OF HEALTH REGULATIONS. '• -BO p UNIT 5 \ 2 BEDROOMS \ O 3. THERE ARE NO KNOWN 6R PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE S C� - -'- r 10.5 --- _ 830± S.F. \ \ PROPOSED LEACHING FACILITY. T S.A.Sn i 1 I b 011 4- \ 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE DECK 7 b S ! `. CATCH BASIN MATERIALS. \ 9AT 7 \ R=9.52 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF f •S, UNIT 9 S \\ C , EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND >0 6\ 2 BEDROOMS \ B \ l DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL 830± S.F... S DECK`6 SHALL NOT BE USED. FELL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 UNIT 6�� INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A D BOX � 2 BEDROOMS �"3 � . � � $ h 8BED S.F. 006) REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE b #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF ` THE FOLLOWING SPECIFICATIONS: VEL s J UNIT 7 r \� 0 2 BEDROOMS 100%, MUST PASS #4 SIEVE 8A R 829± S.F. `` 1.0% k1UST PASS #50 SIEVE UNIT 8 \ HM 0-209 . MUST PASS #100 SIEVE \(BON 2 BEDROOMS'9 N\ BIT 0-5%MUST PASS #200 SIEVE \ � ` 827± S.F. p 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER S S \'� \ O6B .v �a DOES NOT GUARANTEE EIR ACCURACY OR THAT. ALL SUBSURFACE STRUCTURES ARE 4 SHOWN. CONTRACTOR SSS ALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS v/ 7B \ , �_, OF UTILITIES, AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF $ \ �-� ' '' CONSTRUCTION. IF ANY, DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES AC g q g REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 0 ) KC BIT. ,.Y+ \ CONC. ` 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE K" W W .v KC 69 33� iPROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY ¢- y PIQ COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS 1,GRAVCL w. .-�O IN SERVICE. \ \ `8•• 6GL-41 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, pV6 .� SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF .mss CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION -j OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). NIF OCEAN -POOL CONDOMINIUM 'a 5 /. ASSESSORS MAP 33 PARCEL 379-C VARI AN CES REQUESTED a 1.. 310 CMR 15.211(1): TO ALLOW THE SEPTIC TANK TO BE 8.4' FROM A BUILDING I IN LIEU OF 10' t s H OF MASS9cyGm o KIERAN J. HEALY f11 N0.48133 � o TFss REGI TER�� J�J �NRL LAND OF +I�gs�cy ����•(H BRIAN G.' c YERGATIAN CIVIL CA A 9 No. 46206 a .Q FG/STF- � FSS/ONAL ENG. DATE PROFESSIONAL ENGINEER SEPTIC COMPONENT ` REPAIR UlNIT9 781. MAIN STREET - ROUTE 28 IN SOUTH YARMOUTH PROPOSED LEACHING FIELD SEPTEMBER 25, 2014 G>3C�C��MG�U SEEP 2 6 [1914 HEALTH' DEPT, NO. DATE DESC. fr rrnil valid for REPAIR OF SEP'T'IC S1 STEM I L ;ard of Ilealih i eview and approvallis required for I sl _ is a\ wine facilities s D Il'II IIYiI IUIfJ/illl4'1 i1l1UfIJ tU I id/or structitres/dweliinp'. Yarm All lkalfh Dcoartment 1 A R L ) zS G, da le Date fSSIJED-FOR-PERMITTING NOT FOR CONSTRUCTION PREPARED FOR: SEAVIEW MOTEL CONDOMINIUMTR. C/O KAREN LIU 78 INDIAN MEMORIAL DRIVE SOUTH YARMOUTH, MA 02664 1.- BSC IOUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 ©2014 BSC Group, Inc. SCALE: 1 " 20' 0 10 20 40 ter FILE: 4972100-SP.DWG DWG. NO: 6165-04.. SHEET 1 OF 1 JOB. NO: 49721.00 '