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HomeMy WebLinkAbout2 Railway Bluffs Proposed Septic System Plan 3ait IT/r/yA°11 VA" r1l;N M1 BRUSH Scale: 1" = 2000' STONE MASONRY WALL 5 SILT FENCE/HAY BALES - SEPTIC SYSTEM CONSTRUCTION NOTES: GENERAL NOTES: 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WiTH TiTLE V OF THE STATE SANITARY 1.) LOCUS AREA IS COMPRISED OF I CODE DATED 4/21/06, AS AMENDED THROUGH THE DATE OF THIS PIAN, & ANY LOCAL RULES & PARCEL 1 O DEED BOOK 11455 PAGE 230 / REGULATIONS ArruMwL E 167 &1YVIEW STREET (AKA) 1 RAILWAY BLUFFS, WEST YARMOUTH, MA., 02673 I /41__ 2 ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRRIN' BY THE ENGINEER. ELEVATION INFORMATION CERTIFICATE OF TT 148,685 �s•►� MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL EY THE ENGINEER. LOT A O L.C. PIAN 14197-B (APRIL 12, 1946) YARMOUTH ASSESSORS MAP 28 PARCEL 001 FLOOD ZONE B 3. WHEN REMOVAL OF EXISTING CONCRETE LEACHING CHAMBERS AND UNSUITABLE MATERIAL IS COMPLEI>~ APPLICANT: JON PERSSON ENGIN ` NOTIFY EER FOR INSPECTION. 59 SALTEN POINT ROAD 4. WHEN CONSTRUCTION IS COMPLETED. PRIOR TO BACKFIWNG, NOTIFY THE BOARD OF HEALTH AGENT BARNSTABLE. MA., 02630 / AND ENGINEER FOR INSPECTION. OWNER: ANTHONY M. VIOLA TRUSTEE OF VIOLA FAMILY TRUST to 5. ALL SANITARY DISPOSAL. SYSTEM PIPING TO BE 4' SCHED 40 PVC• UNLESS OTHERWISE NOTED HEREIN. 655 SUMMER STREET N/F THEODORE M & ANCY T. JOHNSON 5 BOSTON, MA. 02110 / 8 RAILWAY BLUFFS 6. EXCAVATE UNSUITABLE MATERIAL AS NOTED. iD THE HORIZON' . FOR A IlORIZ. DISTANCE OF ��� I SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLF/4W SAND PER 310 CMR 15.259 TO THE TDP 2PL ) PRIMARY BENCHMARK : (SEE AN) W. YARMOUTH, FF p ELEVATION OF THE SAS. / PROJECT BENCHMARK : RLI 11 BOLT ON HYDRANT (LOCATED TO THE LEFT OF THE 7. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. WORD WM, ON THE WEST SIDE OF OCEAN SLREET, FLOOD ZONE UNES yOv Y 74 I m 30 FELT WEST OF POLE 43/39, M FRONT OF NONUSE 401. SCALED FROM 8. THE SEPTIC SYSTEM DESIGN QQE%!�I INCLUDE GARBAGE GRINDER DISPOSALS. i15 FEET OF COTTERUNE OF OCEAN STREET. FIRM 250015 0005 D •,C) \ IT Ld A 9. CAIIMK. THE CONTRACTOR SHMJ. CONTACT DIG SAFE (AT 1 -888 -DIG -SAFE) AND UTILITY COMPANIES N9Ikz C ' V FLOOD ZONE Al2 -•r o _ 14 TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BER RE THE START OF CONSTRUCTION. THE 3.) ZONING INFORMATION r r qto- (0. 10) C6 CONTRACTOR SHALT. DELERWINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL J� 12 o WOODEN BOLLARD r I _-^ ` EXISTING UTILITIES BUM THE START OF ANY WORK. THE LL'CATiON OF EXISTING UNDERGROUND UTILITIES ZONING DRSTRK.'T : RS 25/R-25 EXTEND WALL UP SIDE P �OpN` VENT PIP N pp L ARE SHOWN IN M APPROXIMATE WAY ONLY. MAY NOT BE LWnED TO INOSE SHOWN HEREON AND HAVE MINIMUM CURRENT ZONING REQUIREMENTS (1946 ZONING): PROPERTY UNE NECESSARY eJ Q�t, ONS o VENT PIPES I �\ NOT �LLY RESPONSIBLE FFOOR ANY AND FIED BY AL DAMCES WOWNER OR �'ffl(i1 E IVEOC ED BY VIER AGREES MLN. IAT AREA = 25,000�SF (s.SOO S.F.) FOR BACKFILLING cd`' s 1- +0 f a CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIETERS FROM MAIN LAT FRONTAGE = 20 (07 STONE MASONRY WALL m ' Vol 73 % i PLAN INFORMATION. THE CWTRACTDR SHALL NOTIFY THE E'KWEE i IMMEDIATELY FOR POSSIBLE REDESIM. FRONT YARD - 30' (307 N 31'43 30 E 11.5 TW 125 TW 73 ` AT UTIU Y CROSSINGS, VERIFY IN FIELD THE LOCA710N-/ Mr -M OF ELECTRIC: GAS. TELEPHONE do SIDE &c REAR YARD - 15' / 20' (6' / 207 s ^ 185.00 �' . -9, 0 � U/P #44/1 DATAICOMM AND RELOCA7E7F CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE N 11.OTW CONTRACTOR SHAD. PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 4.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE- IF DETERMINED , `. liE PERFORMED 8Y OTHERS - /1, ro j (LIMIT OF WORK) `'' TD BE NECESSARY a TITLE SEAM SHALL 1 _ - i 1ti 40 u� $' 10. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCFNEULAi1C. FINAL LAYOUT SHALL BE AS .0 TW ' s EXI I]NG-- - 1 - -- -� - - 12 ` N 10. DETERMINED BY THE APPROPRIATE UTILITY COMPANY. (D i . ' ) 1 O (MIN. 5.) TiLE PROPERTY LINE INFDRMAWN ASND d� ON CURRENT AVAMBLE RECORD 9 _ - ILS TO ..... 4 WF/CD #4 t BE I tMOVED n , _ EXISTING CON RETE % i :�� 1 �.:•: �, ' rn LEACHING CHA 4BERS EXISTING ! / r' N i TO BE Ri:i4O D ' `, SPOILS / SEE CONSTRI� T10N '� '�': `, z 15,189 SO • t r 1 W t2o - _NOTE #3 HER ON o 5: i S TET' 1 ' (MIN.) �= WF/CD #3 �1 0.35 ACR f / ' a ;\ �- - _`�, - %_ _ b`FD T RQ '- 7 7 LLk o s� i UPLAND EA 1, FLOOD ZONE Al2 z F A r'r' -4" PVC � ' ° ' W � r , I , �> C0 o l / AGO C0. 10 _ U m / S=5.56! _ l D -B X I a ::: ' a n o o _•. !!� U1 , � J , n I 1 V ,+- 461 - WF/CD #2 N� EDGE OF/ ; sWETLANDS WF/CD #1 N/F TOWN OF UTH PARK DEPT. 1146 ROUTE 28 S. YARMOUTH, MA. A FLOOD ZONE Al2 (EL 12) FLOOD ZONE Al2 PROPOSED 11 LF 4 PVC I 1 z .;• V o J (0. 12) r � ; 1 :•. i � it �: r n r S=2.55% C RETAINING a = 7 _ FIR PO D 3 BEDROOM DWELLIN ° /ALL. SEE U x o li / I)ETAIL HE ON o Sl,A6 EL ATiON=9.0 "' :: _ .:•: =III °to, i = 12.0"FINISHED FLOOR ELEVATION=18.2 " / I 0) a $° I� i�� ^ W v (r TANK 1� i I u ✓_BREAKOUT o ° I o a z � A r �: I ELEV.=10.0 p ° •chi r 1 Q �Uj �Qo �� -x { EXISTING +(10 MIN.) :::.:.I: I� x o Q Q- t GRAVEL 35.5 X 10 S.A.S. WITH (. Q , ,__\ toy m PARKING LOT 4 PRECAST LEACHINGlit i ° 8 o �' 1 ' j 1 11 LF 4" VC a I 'o CHAMBERS 2 �` _ ' '� 5=2.7390 :V i 5' OVER DiG. SEE 1 CONSTRUCTION NOTES #3 I 85.6 �N ( t20 --_______-_ 9.0 _ , t5.2 a¢ X28.3' / m\� & #6 HEREON 10 a SED PROPO0 © I x . T 1 '' (MIN. + 1 i V/PROPOSED RIVEWAY -' E , l iGa �` WOODEN BOLLARD `�NOso `I �t TOPBE REMOVED i RETAINING \ STAIRS i/ TP #1 `` oN izo WALLS (BY � 1 t � \ 3 ', . OTHERS) CFIEL , _ _ - - -� 1 l v ' APPROXIMATE AREA OF s - �' + D -BOX, PUMP CHAMBER s 6 STAIR '� - - - - 3 0, t Q s'o ssi nm U ' 175.63' 8.759 �� �- T o I AND GREASE TRAP _. •� TO BE REMOVED - sa / S 34'50'00' W u/P X110/2 m - -A � ; f311I ° 100 BW ,ao 10.5 BW" j � 0. a E l\No + s i�j ` N � P OPOSED 10 `(MIN.) 26.441 A� • -FLOOD ZONE UNES '� `� s 'sN EDGE OF'�AVEMENT ® ` SCALED FROM FLOOD ZONE A72 s `� s ATER SERVICE 9 FIRM 250015 0005 D sN�y �� (0.10) s m0 W T s, w w w BENCHMARK. W \, W W W W W 'gc�- W W '�r- W- TAG BOLT/�t�RANT / 33A a °9 EXISTING PAVEMENT g �o EUV =1� SAYVIEW STREET �- ,� TO BE REMOVED 1 WATER GATE (TYP.) or �" � 40'�T W VE� 100.0v ------------ y ���i ��Op ��i pal❑ r ��r �����, �� �,1�, �� �« II �I II I A I 1 1 1 I �1 I-11�A 1 -1 II I it �I� + • , • • 1 - • INV, 3 BEDROOM SYS I NOT • WA • 3. SYSTEM • •• u• INar • • • r • a .• 2. a DESIG • •a r • J CONCRETE DETAIL 1. 1 , r. CDM SHALL BE WATOMW FRVAE & OM" FNSHn r., a r 1. ' 1 1GRADE IWL C"W CUM SHALL BE WAIMM FILL LAWSCAM AM 901NO& STOW ou IF S.&MWfBTt>EWW�SON 40 PVCRISML -11 LF LOW Fi� Mol" WHIN 6" OF FIM CRADE PLAN OF SOIL ABSORVnON SYSTEM Wn ] CONCRETE `,``,`.``.``.``.`` , M•+` -.1 • > . 10 lW OUT -11A 001.7 1� 1 • .� •, PVC ]L~ 1'>�MrWv.•11•.M J A..s .L•.'.VVEd(.�iNW..r •.W...1.['JIMMALESO ff ER 1. 4 N, �•�• _ ... 1 BAFFLE 19 - STONE //``�/``//``//``�`//``/`` ``,,//`/h/t✓.;�` 31.1 f: ' 'R". •. ' " ����� l -STONE BASE !j, Cq ...111]. r: r.l v SEE CONSrR1JM NOTE #5 HEMN =1 E= E= r... , a , 1 _ • CO ,. yam.• .; :. /• • a 1 .)ETM • >OMPARSEPTIC ' ; • BOX ... .. .. 2. EACHING CHAMBER I[TYPICAL) TT 3. •/ I' 1 7 4` 1 m . ]. .. ,, , v . ]DRY STONE WALL DETAIL SEFITIC TAW ANN"NO SCALE 5. TEST PiT 3 LEACHING AREA, REQUIREMENTS 0• G.S.E. = 9.8 0• G.S.E. = 9.8 FiLL ; 10YR 7/6 ; MEDIUM SANG 3 BEDROOM SYSTEM 73' (ELEV 3.72) NITROGEN LOADING LIMITATION: NA FiLL ; -IM 5/2;w E SAM SATRACES ND FiLL ; IOYR 5/2 ;TRACES RESIDENTX- 3 BFLIR00MS 110 GE f' PPROVED 79' (ELEV 3.22) LOW x TOTAL DESIGN FLOW - 330 GPJ C ; IOYR 7/2 ; COARSE SAND C ; 1OYR 7/2 ; COARSE SAND GARBAGE GRINDER (NOT MCLUt'M) - NIA 133- (ELEV -128) WATER AT Be (ELEV 28) PERC RATE = <2 MIN. / MCN (CLASS 1) = 2 MININ RATE- <2 MIN LiAR - 0.74 GPD/SF. SAS. REQUIRED: BAXTER NYE ENGINEERING & SURVEYING LEACHING AREA OF 330 GPD/ 0.74 GPD/&F. = 446 S.F. MIN. Registered Professional Engineers and Land Surveyors 4 - PRECAST CONCRETE CHAAf9ER UMTS Phone - (508) 771-7502 Fax - (508) 771-7622 WITF1 3' OF STONE ON SIDE, 1.75' OF STONE AT ENDS �HOFMAt SIDEWALL MFA• (35.5' t 1CO2 x 1' DEPTH = 91 SF SCALE IN FEET L N SCALE: 1 •= 10' BOTTOM ASA ft_5.5' r 10`1 - 355 SF °SFE- a��°�v°� d8/ONAL EN TOTAL EFFECTIVE LEACHING AREA - 446 SF SYSTEM DESIGN CAPACITY - 446 SF x 0.74 GPD/SF-330 GPD SEPTIC TANK SOLING: 330 GPD x 200% - 660 GAL I RCF 1500 C•AL L ON TANK MIN. SOIL LOGS DATE : 91'13/07 SOIL EVALUATOR: YARMOTH BOARD OF HEALTH AGENTS: STEVE IWATSON, P.E PHIL RENAUD BRUCE..4URPHY TEST Pir 1 TEST PiT 2 ' G.S.E - 9.8 G.S.E. - 9.9 FILL ; GLEY1 5/1OGY,; GRAVEL FILL ; GLEY1 5/10GY : FIBRK 1' (ELEV 9.72) 1 . (E EV 9.82) FILL ; 10YR..4/3 ; GRAVELY FILL ; GLEY1 5/FOGY; GRAVEL 3' (ELEV 9.55) LOAMY- 9' (ELEV 9.15) FILL ; 1OYR 7/6 ; MEDIUM SAND B ; 1oYR 54 ; GRAVELY -LOW 59' (ELEV 4.88) • 48' (ELEV 5.9) SAND FRN. ; 10YR 5/2 : MEDIUM SAND Ci ; 10YR 6/3 ; COARSE SAND W/ 1RACES OF 63- (ELEV 4.55) LOAM 90' (ELEV 24) C : 10YR 7/2 : COARSE SAND C2 : 10YR 7/2 ; L� FINE 126- (ELEV -0.7) 128' (ELEV -•0.77) WATER AT 84' (ELEV 28) WATER AT 90' (ELEV 24) RATE- <2 MIN/IN RATE- <2 MINION PERC AT 68- (ELEV 4.13) PERC AT 80' (ELEV 3.23) CUSS I SOL CLASS 1 SOL TEST PiT 3 TEST PR 4 0• G.S.E. = 9.8 0• G.S.E. = 9.8 FiLL ; 10YR 7/6 ; MEDIUM SANG FILL ; 10YR 7/6 ; MEXUM SAND 73' (ELEV 3.72) 73' (ELEV 4.22) FiLL ; -IM 5/2;w E SAM SATRACES ND FiLL ; IOYR 5/2 ;TRACES CFWMMEi f' PPROVED 79' (ELEV 3.22) LOW 85- (ELEV 3.72) LOW C ; IOYR 7/2 ; COARSE SAND C ; 1OYR 7/2 ; COARSE SAND 127• (ELEV -0.78) 133- (ELEV -128) WATER AT Be (ELEV 28) WATER AT 90' (ELEV 2.3) = 2 MININ RATE- <2 MIN Proposed Septic System Plea INFORwflON OOFIESIIIW` OF PIANS THE EXSTING FEATUiES SiM HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PE HIED BY BAXTER NYE EINGINEEaW & SIIRVEIING FROM AUGUST 1. 2007 THROIXiL AUGUST 1, 2 & 4 2007. 6.) COMMUNITY PANEL NUMBER: 250015 000.5 D (7/2/92) THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES Al2 (EL 12) & Al2 (EL 10) 7.) • SITE IS NOT WITHIN AN A.C.E•C. (AREA OF CRITICAL. ENVIRONMENTAL CONCERN). • SITE IS Nor WITHIN M AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER FOR UE WITH THAP E 1' 2WEM ISPROTECTIONECNACT REM UTIONS 310 CMR TO).• • SITE DOES Nor CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBERi. 2006 'CERTIFIED VERNAL. POOLS.• • SITE 6 WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES -UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT. REGULA71ONS (321 CURIO) . SITEISCNOT TIVED IN A STATE APPROZONE It GROUND WATER RECHARGE PROWETLAND DELINEATION PERFORMED BY LEC ENVIRONMENTAL CONSULTANTS, INC. FIELD LOCATED BY THiS FIRM ON MM 8.) UTILITY *FORMATION SHOWN HEREIN: • THE CONTRACTOR SHALL CONTACT DiG SAFE (AT 1 -888 -DIG -SAFE) AND UTIUTY CCIPANFS M L/OCA?r ALL DIOSTINB U711.11 AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. TIE LOCATION OF E EMIL tPWGRDUND FFRASTRUCRM UTUTIM CONDUITS AND UNES ARE SHOWN N AN APW WATE WAY ONLY, MY NOr BE LAMBED M TFROSE SHOWHN HEREN AND HAVE BEEN REWARCHED BASED ON THE AVMABLE UIMJiY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL OWGES WHICH LMGHT BE OCCAMI D BY THE CONTRACTOR'S FM MITE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES UACRY. IF HELD CONDITIONS DIFFERS FROM PIAN INFORWTIOK THE ODNTRACTOR SRW. N07IFY THE DOM ANEDATELY FOR POSSIBLE REDESIGN• • DWW SEPTIC SYSTEM INFORMATION TAKEN FROM M AS -BUILT PUN PREPARED BY PETER KIEF, RIS, DATED: 12/1/1983 - REVISED 12/12/19M V'. --.. s SITE UnIm. 1 RAILWAY BLUFFS WEST YARA10=I HAL, 02673 PREPARED FOR : . s; .;1 rlealth Department JON PERSSON f' PPROVED i 59 SALTEN POINT ROAD k& -7 BARN"ABLE, FAA 02630 Q a,e A, : Proposed Septic System Plea BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor, Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 �HOFMAt 10 0 10 20PM SCALE IN FEET L N SCALE: 1 •= 10' °SFE- a��°�v°� d8/ONAL EN 2007-042:1 I o DATE. 9/28/07 AgvEC MAN ECKM__9Y DRAWING NUMBER FILE COPY