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HomeMy WebLinkAbout0133 MAUSHOP AVE - Health 133 MAUSHOP AVENUE Barnstable A= 278 - 046 - 002 1 _ - 1 v I i No. G Ci� ' t Fee / r/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye RppliLation for Disposal bpstem Construction Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. JAop A*"44 Owner's Name,Address,and Tel.No. 77Y-2/2-27 1;,9 owe 1/ Assessor's Map/Parcel ���— _ "L /iJ�Q 1/C L��� / s4 6 /j 414e In_staller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building -�f� e�i9u, No.of Persons Showers(54 Cafeteria( ) Other Fixtures Design Flow(min.req iced) ��d gpd Design flow provided �O //d = � gpd Plan Date S�Z 0 Number of sheets / Revision Date Title Size of Septic Tank ��® �� �' Type of S.A.S. Description of Soil f f (I/fc Natre of Repairs or Alterations(Answer when applicable) A14?t/ 6 d e/ - /C 40 )n g144 W Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the.afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of alth. / Si -- Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. � Date Issued .rvw V No. ( tJ �' .. � -"�` Fee �✓ _,,�+� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: I,/'� ' Yeses PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS F t . ftplication for MispoBal *pstrm Construction i3Erm t Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components a, Location Address.or Lot No. i 3 Mgt y ill B�ti><(�f 40 Owners Name,Address,and Tel.No. y♦-�/2-' Z Assessor's Map/Parcel 6 Installer's Name,Address,and Tel.No. S 7 �� Designer's Name,Address,and Tel.No. ±�, FAA . Type of Building: 1 IA*r. v Dwelling No.of Be�dr,'ooms". 1 Lot Size 166 OF sq.ft. Garbage Grinder( ) Other Type'bf Building -t% 444,,,4�1 No.of Persons Showers(y11 Cafeteria( ) „ ti - Other Fixtures ' Design Flow(min.required) �l�O® + gpd Design flow provided ff!GC/ (Q//0 gpd Plan Date _,123 A 04r_ Number of sheets Revision Date Al t Title Size of Septic Tank /I"&Q dQ„L Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) IYeV 6 eel' /C 4_0 1 H ffllf r Ate_ /►'P•y .T q of-14 u e 11 w,J © �' �!•✓ L! •�- 4 A ""Cp Date last inspected: _Y- r _ Agreement: - The undersigned agrees to ensure the construction and maintenance of the afore described on;'--site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate`of Compliance has been issued by this Board of Health. 1 SignedA - Date )• , Application Approved by \ Date I Application Disapproved by Date for the following reasons - Permit No. �/ - S7 V Date Issued �� 1 I R—. ` THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ' Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired.( ) Upgraded( ) Abandoned( )by _ at__/3 e,2 j J�40 - O U?-has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No9C/9 i dated to t Installer44:_�. _ - Designer #bedrooms tS! Approved design flow ('-"'��p (Q I) gpd The issuance of this permit shallonot be construed as a guarantee that the system will function desi d. Date / ®� Inspector . ------------------ No. 7/ ` x Fee v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct20"4ile- Repair( ) Upgrade( ) Abandon( ) System located at / 3 mall .o Nj""4,G& 0 10`116 1 4, and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be com}I leted.,within three years of the date of this permit. Dated t ! Approved bye r- TOWN OF BARNSTABLE LOCATION 133 NI W-SMo P M SEWAGE # 901�� t''20 VILLAGE ��R(11S\ C ASSESSOR'S MAP & LOTO'g s 4/6 INSTALLER'S NAME&PHONE NO. 0 F A SEPTIC TANK CAPACITY »C LEACHING FACILITY: (type) ®r. rm 564 N4 a, NO. OF BEDROOMS BVILDER OR OWNER - PERMTTDATE: (49-! 1 COMPLIANCE DATE: 1 b- Separation Distance Between the: - Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by e � i i Ip IL ° ° i3a LWLill qu 6" A5 �� Qy , , .q Town ®f Barnstable Regulatory Services Thomas F.(;eider,Director NAB& Public Health Division " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508462.4644 FW 508-790-6304 Iinstaller&Designer Certification Form Date:. Sewage Permit# � Assessor's MaplParcel 276 %-Z Designer: DOWN CM OAINIM N6X Installer: a FM f 6o it oniz inn . Address: ar. tOA Address: 15) mcyw�; �. yA99 ,O 29L t—�?1' solmnis, MR- Quo On •i tt M was issued a permit to install a (date) (mstaller) septic system at 133 E AtJhb P k,w. I P&VN-qVWdz based on a design drawn by (add) A.OJ ` PL9 dated 51-23-1 S V I certify that the septic system referenced above was installed substantially accordin to the design,which may include.minor approved changes such as lateral.relocation of the distribution box andlor septic taiak. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10'lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. 07�U.A UWAC� DANIELA, # o• OJAiA er s ignature) CIVIL No.46502 4 r. Tt,C), 0 ER����� r (Designer's Siguatiue) (Affix Designer's Stamp Here) s PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CSRTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND.AS-BUILT CARD AU � RECEIVED BY THE BMMSTABLE PUBLIC HEALTH DIVLSION. THANK YOU i Q:H,iwsept m"sigaer CertificationFoms 3-26-04.doc I T of Barnsfiablp l po Departin:enf.ofRegulatozy.Sexvitces Public Health Division. Date l x639 t;� 200 Main Street,Hyannis MA 02601 . Scheduled Time 0 0 V ��` �hxlity1Assessment for Se e .his 6'7"'q Lle> J Witnessed By; t7 CZ LOCATION&GENFpAL WORMATION Lc;c::;cnAddress Oviner'sName ar✓'e 1 1 'J �Q,f A sassor's Mag/Parcel f arj Address Z4a7 Engineer's Name {/ / I`'_:;_CONSTRUCITOP; REPAM Telephone# Slopes(%) — 10 Surface Stones ZZa,) P Dis::acts from: OP on Y__terpod "� CI Y ff Possible Wet,Axea fit Drinking Water WcIl ft t.N Drai,,a;a WaY > r^�J ft Property Une :fL Other ft l' T :(street name,dimensions of lot,cnaetdocations of test holes&perc tests,locate wetlands�-in'prox'imity ko.holes) i iJ h.V v 5 R 03 �.. I io,1L7 Parent:aac: al(geologic) ' Depth to 13odroclt^ Depth-toG.o::ndwater. Standing'VhitarinRole: /// Weeping from Plt;llgpelRL Estimated S;:;u;onal High Oroun¢watcr DFTERM.DT,A.TZON FOR SEA.SONA.L HI GR WA.TER TAi LLI Method Used: �s Depth Observed standing in obs.hole: In, Deptll to sgll:r oulas:. Iti, Depeb to weeping from side of obs,bola: ,,,..,lm GreundwaterAdjunmenk B. 1adex`W6lltr:_ 1RoadingDatc: IndoxWelllpYal Acl�,tctbC. �.r„_.� ,grquiltlNUketley�[ ,s PERCOLATION TEST Pad ) / .. 'Flom. /:r0c/ Observation t' Hole 0 t Thno at 9" Depth of Pere r Tlme at 6" Start tPre-soak Time© i.y✓ ' 5 'Pima(9'!-G'')` pt I 'iiV End Pro-soak 7✓ 1 1. ate Min.flach SiteSultabilityf,s sstncnC: 5itaYusscd SitgFalled: A:ddlb anal Testing.Needcd(Y/I'I) A Original: Public Flcalth Dlvlsloa ObserMlon.HoleData To Be Completed onBacls-----�-- **1f pelrc('A.a'.0)a test is to be coed-acted wit�zt 100' of wetlimd,.you must first uotWy the Barmtable Comervatio>ut D.ivisim at least one(1).week prior to been-img, Q:1SRP.T[C1p.ERCF0 Lvi.DOC DEEP-OBSERVATION ECOLL, LOG Role -'!I!' Depth from Sol[Horizon Soil Tcxturc Sdil Color Soil. f Cthcr Surfaco-(in.) , (USDA) .(Mungell) Mottlln5 (S!.:.:::::,:, wt s; ----------------- :17 1)E 'P 013SElZ.�'.ATYON ECOLE`ELOO HOXf;W� a Depth from Soll Horizon Soil Texture Soil Color Soil Othnr Surfaca(in.) (USDA) (lvlunsell) Mottling (Sln.tcture,Stones,$ouic!ers. C,on istenoy.co Cj yel) DEEP OBSERVATION ROLE LOB Dcpth'hom Soil Horizon SoU Texture Soil:Color Soil t iicr' Surface.(lu.) (USDA) (lv7fnnscll) Mottling . g (Strvra:r,Stories, _ --- DEEP OBSERVATION HOLE LOG axle� Depth from Soil Horizon Soil Texture .Soil Color 5oi! Otl'r Surface(in.) (USDA) (Munscil) ;Ac:!ling (Structuta,S :: :boulders, _ Consist"no y, re7 tj j 10 Y1a, _ Flood Insurance Rate Map: Above 50.0 year floodboundary No Yes "Within:500 year boundary No J, 'Yes._ _ Within.l00 year flood boundary INo.I, _ Yes•.` Depth of Naturally OccurringPerylolus Mgfe60 Does at leastfourfeat of nafarally-occurring pervious mitediler_ist in all areas obs.rve8thrpus area proposed for the soil absorptibn.system� u� If not,What is the.depth of hattirally,occurring pervious materb.M., Certification f . 1,certify that on ✓��% (date)Y have passed the soil c;:rc: ::'or exurdnation . 'by the Department of-Environmental Protection and that the above m-,i6 : ; °,vas petfox-mvd i:: i:stent ti. 'the required training,expertise.and expericncc, described in�10' .. . 5.0.17� Signature -�/ o:�sr?r�rrc�r�lz�t:=�,•::-Y.�oc ' LEGEND SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. GARBAGE DISPOSER IS NOT ALLOWED PROVIDE MIN.20'OWA.WATERTIGHT (NOT TO SCALE) 1.DATUM IS dB.429H a -"""-99'- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6"OF FIN,GRADE 2'PEASTONE.OR CEOTEXTILE —CONCRETE COVERS TO WITHIN 3-GRADE 2.MUNICIPAL WATER IS PRRSOED PROPOSED 6 BEDROOM DWELLING FILTER FABRIC OVER STONE faros X 90 t EXIST.SPOT ELEV. I(� \�..'+!`�...•4 .T� DESIGN FLOW: 6 BEDROOMS ®110 GPO 660 GPD \ I 72J.5 MIN I'M,]g'OF COVER OVER PRE AST 2R SLOPE REQUIRED OVER SYSTEM 129 3.MINIMUM PIPE PITCH TO DE 1/8'PER f001'. --[99]— PROPOSED CONTOUR LOCUS USE A 660 GPD DESIGN FLOW NOTE:Y uOt.WALL 4:DESIGN LOADING FOR AL PROPOSED'RECAST UNITS Ix¢CAST✓-to THICKNESS REQUIRED BLOCNS R TO BE AASHO H-LLt l BB.4] PROPOSED SPOT EL. " AISP (ImJ PRE OAST RISERS Z. {'0SCH40 PIC p fAR ALL _ THI SEPTIC TANK: 660 GPD (2) = 1320 n-MN.sulro •PIPES LEVEL IST 2' N. C MP—ALL H-I 5.PIPE JOINTS TO BE MADE WATERTIGHT, N.q TEST HOLE - E OS - SIDES 6.CONSTRUCTION DETAILS i0 BE IN ACCORDANCE WITH v 13' N.IM. (TYP. NFL_ 2i2 � 1. USE A 1500 GAL SEPTIC TANK 2g o- mw c H_o T 310 CMR 15,000(TITLE 5.) Q« i n 2�,� SLOPE or ROUND 125 92 ° rec srvnc nNX I TILE 125.6T 4Q LEACHING: :: WATERTEST D'BIim"-H-10 ^ 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO2A UTILITY POLE 4'u0 Lent FOR LEVELNESS SIDES:2(50.5+ 12.83 2 (.74) 187 GPD N:N[ Td'r'1'as BE USED FR LOT UNE STAKING OR ANY OTHERFIaE HroRANT pOTTUM 50.5 1283 7a = 479 GPD _ 125,56' - 125.39' PURPosE. 4_�L ... ; B.PIPE FOR SEPTIC SYSTEM TO SCH.40 PVC. �� �- ALL AROUND P DOUBLE WASHED STORECAST STRUCTURES NE 4'MIN. (g)UNRS REQUIRED R EQUAL. 1 � 6 TOTAL: 901 S.F. 666 GPD .••- "'""" _r. 500 GAL LEACHING CHAMBER BY ACME PRECAST 0 9.COMPONENTS NOT TO BE BACKFILLED OR CONCEALED _ MA,•gvcw IN s -. ... _....__. " USE S 500 GAL. LEACHING CHAMBERS ACME OR EQUAL 8 CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE,-50.50 X 12.63 WITHOUT INSPECTION BY BOARD OF HEALTH AND ( ) ( ) � COMPACTION.(15.221[21) PERMISSION OBTAINED FROM BOARD OF HEALTH. WITH 4' STONE ALL AROUND 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE(1-888-344-7233)AND VERIFYING THE LOCUS MAP _ PRCOR TO COMMENCEMENTON C ALL ROUND A,OF WORK.OVERHEAD UTILITIES NOT TO SCALE l I/.-.`' �f- '• / ( -57.SLOPE) (-I n SLOPE) (�7.SLOPE) NO GROUNDWATER 2FOUND 11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 278 PARCEL 46-2 \I I MA LEACHING - REMOVE BENEATH AND S'AROUND THE PROPOSED LOCUS IS WITHIN FEMA FLOOD ZONE X __ _ D DE E APPROVED DATE BOARD OF HEALTH FOUNDATION— 25' SEPTIC TANK— 11 D' BOX 21 FACILITY LEACHING FAcuJrr. (AREA OF MINIMAL FLOOD HAZARD) AS r SHOWN ON COMMUNITY PANEL 25001CO558J 12 GUTTERS AND DOWNSPOUTS 70 BE DIRECTED TO DRYN'ELLS OR ROOF DRIP LINES 70 STONE TRENCHES. DATED 7/16/2014 ' LOCATIONS INSTALLER SHALL VERIFY THE - LOCATIONS OF ALL UTILITIES AND ALL \ BUILDING SEWER OUTLETS AND '� ELEVATIONS PRIOR TO INSTALLING ANY ZONING SUMMARY r�( PORTION OF SEPTIC SYSTEM C))) ' (, �, zl qg \ - ZONING DISTRICT: RG RESIDENTIAL DISTRICT tL ' L,O�'_I1" ~ 1/- \l S?10 te'f J `� MIN. LOT WIDTH 200'MIN LOT SIZE 00 S.F. �106,1J$4t S.`. ' 26' - MIN. LOT FRONTAGE 20' 1.52$ Al. '� ( '� / MIN. FRONT SETBACK 30' TEST HOLE LOGS MIN. SIDE SETBACK 15' SHAPE': 1Pi$ 2� MIN. REAR SETBACK 15' h 3 MAl1SF�OB-AVE. % It / '' I "`\ ?9J' - DANIFL. E. GONSALVES, SE #1358? MAX. BUILDING HEIGHT 30' ENGINEER:. _—. DONNA MiORANDI, R$ SITE !S IN OLD KINGS HIGHWAY HISTORIC DISTRICT ttyy�l � A / _ ) i WITNESS: _ /WALRL AININ �I , DATE: 1/2/2014 SITE IS WITHIN THE WP & AP ZONES /- '\( ( I v / BY OTHERS ( \ - / ) 'I� / PERC. RATE __ < 5 MIN/INCH vp � �,' ! i CLASS I SOILS P 14259 WAY EASE,MENr ' \- •�.I ' '_\� liz� GX6 AD ELEV. ELEV. ELEV. ELEV. ` / o" n 1vs' o" 4 1v o:. 4 1zr D. 4 zT A A A 65.5'� i \„ ,-- SL -"-a _BOO A�7 r ../ / ( p 6. 10YRS3 2 12T 6" 1U7RS3 2 12fi.5' 3" 10YRS3 2 126T S IOYR53/2 1266' `\ \� I I / r DECK ...__ '` ``� (, / / V�r .. .. .. .. .... .._.-. .... ... 1 � i ti ^I , a z 26" 10YR 4/6 125.3' 24" 1 OYR 4/6 125' 24" I OYR 4/6 125' 26" IOYR 4/6 124 8 PROPOSED'HOUSE L___R E t E l�—�--E r -- - 1 LO\-136�Oj` f BENCHMARK. \ I v CEMENT BOUND P74 NAVD88 C C C C i ` -\ ` -� \ < / t ./ / FS W/SILT FS W/SILT FS W/SILT FS W/SILT ��F 10YR 6/6 1.0YR 6/6 10YR 6/5 10YR 6/6 - .a7s•ao�45ly! I .l-., ( ] IO,Q/ '\ \\ %� 132" 1 16.5' 132" 1 16' 120" 11 120" l i r NO GROUNDWATER ENCOUNTERED SATE PLAN OF J 3piWgR� #133 MAUSHOP AVENUE `� s \ �� `V� ; .A l ,�✓ tom, (((' �j6Tif l��f ffl f; <<'�= \ter/�i '-1 �� BARNSTABLE, MA !! PREPARED FOR BEACH POINT, LLC DATE: MAY 23, 2018 f N7R•�,4$ / o Iu 1l, D 3 _- o FEET \ I\' � /" •It32s;;1 f! i �/ J,�Nis Sg�y' C \ \� \y, _ _ r \' \ ` "/( ' I _r -"' \;Rai-A i' f//,// ,i I. �(. ,U1-• -/' / ._ / \\ \ , �� �� LV�. � DANIELA DANIFL J i t761` OJALA A :\ nff 508-352-4541 l I '\ \ // �T�\ CIVII \ {/T J _ No 46502 a OJAIA '^� /aa SOB-362-9980 { i. f i // / / ✓ 116�.. I 4 _I. �. './ 1�� �. J o Fcr s,ePs"�?4' gN`E 0980Y I downcPPe.com O -A /— ' �'. ( __ \ �� o e,A E �oXJR.E o down cope engineering,Inc. ( 'f \ t - ,\ civil 'engineers E S--L3-16 land surveyors 939 t4ain Street (Rte 6A) DATE DANIFL A. OJALA, P E., P.L.S. ra RMOU7h POR7 MA 02676 DCE #17-451 / 17 451 6URBIC.pWq ............. .......... ---------- ------------ ---- ----- o o o 0 Cl 1 1�4-rc.H r- di h Pv � P*PP,66M 2. 11-UL UL-Mpkreve- 1 .............. .......... 0 , 0 13'-01 ........... ri.dII tz 14 la!a J N � ( I I ( i I � ....... .-. ...... ...- ... .... ... .... _..... .... ..... ........ .... ...... .... _ ... ..._.. _ ..... .... _ .... ..._ I a pip ur i I i I I i aooF43' $r�eocM �} I E I i c- z d . -Tv j,iAFr _o �p1.:n6ovG.6nW 6plaw I i i I s i I r b . . tc; n d d v } tD i � d .;� � i O O I f � II i I I i I _ - _. __ _ ... I I I I ..... i I , i 1 � 1111 I)J�C Vt2 I i I .. --_ 1 ! � I I � _ _ I , I i 3 - , - - •? , bra I ; I l� I r AFT 3 N pvr mums f % / _ T62 Whom •Sce v+� � r 5�9 CRx WooA TI560 Sews.—...11sk R 3e sPvY IN�ila'floh� c� � ' I IE �Z pizyWdGL _, / 1 I J 1r, I . � I i � t _..�— -- ... = _.. I v „�.` ZxIZpT�To1Ns C16',o c.. 11 g —3 P � IS"LPL �; FLOOR SYs"frM i ,I I. • s°;�wr� ! I f I �3�q"p�No•F-{TEG I I N ` ! I I � I t � >� _... •- .:_ � "' BIZ"SaNUC'I"(U>� n�1 � 1 . . _.. � I r 1-7 I • ° i SYSTEM DESIGN: SYSTEM PROFILE NOTES LEGEND ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR yo a GARBAGE DISPOSER IS NOT ALLOWED (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. o PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS NAVD 88 Qo -- 99 - EXISTING CONTOUR PROPOSED 6 BEDROOM DWELLING 2" PEASTONE OR GEOTEXTILE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE Ufa 64 X 99 EXIST. SPOT ELEV. TOP FOUND. EL. 136' FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS PROPSOED �'°d�ood DESIGN FLOW: 6 BEDROOMS @ 110 GPD = 660 GPD \ 129.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 129 3. MINIMUM PIPE PITCH TO BE 1/8', PER FOOT. -[99]- PROPOSED CONTOUR USE A 660 GPD DESIGN FLOW " LOCUS NOTE: 2 MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS �98.4] PROPOSED SPOT EL. PRECAST H-10 THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-12 RISERS (TYP.) " PRECAST RISERS 2'0 4 OSCH40 PVC MORTAR ALL TH1 SEPTIC TANK: 660 GPD (2) = 1320 , ,.: •:•:' 6" MIN. SUMP PIPES LEVEL 1ST 2' �ENDS 4, COMPONENTS H-105. PIPE JOINTS TO BE MADE WATERTIGHT. �sTEST HOLE 12" MIN. INT. DIM. (TYP.) INV'S EL. 125.2 40 0 0 o q�e oc� Y USE A 1500 GAL. SEPTIC TANK SIOEs 126.03 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH o *126.7 ;y Po�o0 0 0 310 CMR 15.000 (TITLE 5.) 5 227 SLOPE OF GROUND ay 125.92' TEE 1500 GAL H-10 TEE ° ° ° ° 0�0® ���� ®00 �00� >o°oogog SEPTIC TANK 125.67 >°�°�°o°o D��O���O��� ���0®D�OO�� >°o°o°o°o� o a99 LEACHING: o°°°°°°°°°° WATERTEST D'BOX o >°°°°°°°° °°°°°°° o r gr 4' LIQ. LEVEL ° ° ° ° ° ° ° o0000000000 0000000000� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Q UTILITY POLE GAS BAFFLE :.: o 0 0 0 0 0, ° ° ° o ° ° ° ° Co--) SIDES: 2(50.5 + 12.83) 2 (.74) = 187 GPD ACME OR EQUAL ''Oo0^°^°^°' FOR LEVELNESS N o0000000 00000000000 00000�00000 .�o�o�o�o� �e BE USED FOR LOT LINE STAKING OR ANY OTHER �o FIRE HYDRANT BOTTOM 50.5 x 12.83 (.74) = 479 GPD ° ° ° ° ° ° ° ° c :.... 125.56' 125.39' ° ° ° ° 123.2' PURPOSE. °°°°°°° NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING °Oo°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o o� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. °000000000�o,°,o°o,°,00000000000°o,°,o�o�o,°,0000000� , " , 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.TOTAL: 901 S.F. 666 GPD 3/4'-1-1/2 DOUBLE WASHED STONE 4 �7H-10 (5) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND /- 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 50.50' X 12.83' USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) COMPACTION. (15.221 [2]) PERMISSION OBTAINED FROM BOARD OF HEALTH. N WITH 4' STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1 888-344-7233) AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 116' BOTTOM TH-2 PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE ( 2'S% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 278 PARCEL 46-2 1 /> '1- �l� MA 5, , LEACHING REMOVED BENEATH AND 5' AROUND THE PROPOSED LOCUS IS WITHIN FEMA FLOOD ZONE X > >� < -� APPROVED DATE BOARD OF HEALTH FOUNDATION 2 SEPTIC TANK 11 D BOX 21 FACILITY LEACHING FACILITY. (AREA OF MINIMAL FLOOD HAZARD) AS J SHOWN ON COMMUNITY PANEL 25001CO558J I I 12 DRYWELLS OR ROOF DRIP LINESTO STONETTRENCHES. DATED 7/16/2014 # ° I *THE INSTALLER SHALL VERIFY THE ' ' \ LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND N I l ELEVATIONS PRIOR TO INSTALLING ANY ^> 4 ZONING SUMMARY PORTION OF SEPTIC SYSTEM L0T\\ '11 (� ZONING DISTRICT: RG RESIDENTIAL DISTRICT l / > S7 . > MIN. LOT SIZE 65,000 S.F. I 2ylo61 � MIN. LOT WIDTH 200' S ) 66,04± S.F. I / ) ,� 2j�2s' MIN. LOT FRONTAGE 20' 1 .5 + AC ~ ( / MIN. FRONT SETBACK 30' f� SHAP� 15.5 \ \ I TEST HOLE LOGS MIN. SIDE SETBACK 15' I I; 13 MAUSkP - AVE. "126 MIN. REAR SETBACK 15'� `1291 r - ENGINEER: DANIEL E. GONSALVES, SE #13587 MAX. BUILDING HEIGHT 30 /✓ N � � �/ WITNESS: DONNA MIORANDI, RS SITE IS IN OLD KINGS HIGHWAY HISTORIC DISTRICT RETAI IN A f ��✓ \ \ WALL, DESI N co \ - ✓ DATE: 1/2/2014 SITE IS WITHIN THE WP & AP ZONES BY OTHERS> ) PERC. RATE _ < 5 MIN/INCH l o \ / I 14259 / WAY EASEA�EN T f C LASS SOILS P � �� � \ \ Ag0 � 1 � 6x6 AD I > \ / \✓ Ci2 \ 4i1� > l/ 1 ELEV. 2 ELEV. 3 ELEV. 4 ELEV. O" 127.5' 0" 127' 0» 127' 0» \ 127' ' v / L N - A A A A l ' 65.E S 30 25 0 ��"y �� 1, LS LS LSLS J `C/ Q 10YR 3 2 127 6 10YR 3 2 126.5 3 10YR 3 2 1126.7' 5 10YR 3 2 126.E X DECK ,� l ,� /. - _ / h _ _ O I co B B B B 0 U' SL SL SL SL \ N ,r-t/ \ I z 26" 10YR 4/6 125.3' 24'� 10YR 4/6 125' 24" 10YR 4/6 125' 26" 10YR 4/6 124.8' J PROPOSED HOUSE ) E E E E E - �E -� E > / BENCHMARK: \ v CEMENT BOUND -123.rJ NAVD88 / , / ( �0 PERC PERC rj C C C FS W/SILT FS W/SILT FS W/SILT FS W/SILT J 10YR 6/6 10YR 6/6 10YR 6/6 10YR 6/6 \ N7g•20't5"W \� \ � � F ��� \ �--132-' 132 116.5 132 116 120 117 120 1 17 / �� �� �- c \ >/ NO GROUNDWATER ENCOUNTERED to SITE PLAN 136 j OF _" 133 m "AUr% H0P AVENUE " Aff'N ' TABL' MA \ > > > \ PREPARED FOR BEACH F""OINT, LLU �60 C; f ��' -- J DATE: MAY 23, 2018 � I � --/ \ \ ) f o 133> Scale: 1 = 20 \\ �� 0 10 20 30 40 50 FEET �2.67� ,>� � � --� f \ � � \ ����,� ss,�c�G ��-�N Mgss�c j >L f ✓ / J / \ �\ J DANIEL 6�s 06\ OJALA A off 508-362-4541 CIVIL i \ > �� L �✓ e >> / / �> / � \\\ > v T J ) q No.46502 U No.09 0 u fax 50B-362-9880 I& �� I diowncope.com STe °you �Ds�R�E down cope engineering, inc. J ; ` \� civil engineers \� \ ' -�-3-�� ` �. �� _ land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 17-451 BURBIC.DWG