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HomeMy WebLinkAbout0016 BEECHWOOD ROAD - Health 16 Beechwood Road Centerville A=252-176 A/ S M E A Dj) No. 2-153LOR UPC 12534 emsed.com • Made In USA l�iR t�M M I�OUCT I!E IFXI OF TK 99 I * e No. �X✓J/(l "� G 1 Fee ®(i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for �Bi5po5a[ *p5tem Con5truction Permit Application for a Permit to Construct( ) Repair(v)/Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. it,. Geed wyp,�vd /Zc� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 2 c�- Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �o.��j1�-S � 1�j sOw:ti �Nc_ �'Nf,.✓�.ac.✓r:�.� �G►iles Type of Building: Dwelling No.of Bedrooms Lot Size /iW7 " sq. ft. Garbage Grinder ( ) Other Type of Building Y►o&YA�e No.of Persons 2 Showers( ) Cafeteria( ) Other Fixtures Design Flow,(min.required) -3 30 gpd Design flow provided ,7�/',`� gpd Plan Date / ' /o Number of sheets 12.- Revision Date Title Size of Septic Tank Z&V etalle ✓ Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1415 f W AlCud s.A . 5 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 Health. Date /` Application Approve Date Application Disapproved by: Date for the following reasons I Permit No. "' Date Issued `/ f _No. � R�r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ` Yi�cafioYY for �hgpogal �bpttem Con,5tructfon Permit Application for a Permit to Construct( ) Repair(V) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lpt No. /6 J� `jo p+ /� Owner's Name,Address,and Tel.No. yGw,Y/ �rNhC/V11�'t � i (. a Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. "C. NS •. � S C7u T r✓t Y✓r 1S wag-may_ r /3 Type of Building: Dwellingf N�. • Bedrooms 3 Lot Size ,� sq. ft. Garbage Grinder ( ) Other Type of Building �10�F.�v No.of Persons 2 Showers( ) Cafeteria( ) Other Fixtures I Design Flow(min.required) ^g :50 gpd Design flow provided 331, 13 gpd Plan Date / ,-2 b(2 Number of sheets 121- Revision Date Title Size of Septic Tank Cx.,>f/,V5 /Gl'Xl GG, /6•✓ Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 5.A . 5 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 Health. Sigrce Date // 10 Application Approved Date (� Application Disapproved by: Date for the following reasons Permit No , /� � Date Issued [l j D THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( Pl) Upgraded ( ) Abandoned( )by -D, .��� ► iCwan� T N( at has been constructed i accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. /�© ?�� dated �f /ale Installer aJCwL y 1 Al c Designer #bedrooms '7, Approved design flow /, ! gpd The issuance of this T rmit shall not be construed as a guarantee that the system wil function as designed. Date /�s , Inspector � — -_----_--.-- — No. NO 7! Fee •-- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS x1h5 po5al *pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon System located at /G /-3,-r-4 A C and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction 7ust be completed within three years of the date of this perm'i . Date 1 0hi® Approved bye Regulatory Services Thomas F.Geller,Director Public Health Division ' 'Thomas McKean,Director 200 Main Street, Dynomb,MA 02601 Office: 509-9624644 hw Mg-79"304 Date: VJ Sewage Permit# Assessor's MVM*rrel V;Z ~1-7 (P hu taller&Desimr Cerdfmatioa Form Deaigner• F+,.--r, P'1 4 FIE� Installer: Pr A"Sev w Address: ! ► zn:!� 111i�cN1'tS 1 rx C. Address: 7- 1 ' t - al — �Zb On V. Ik, 13 rn.•.} vt C 4 was issued a permit to install a ins er) septic system at t based on a design drawn by (address) dazed It Z2- (designer) 010 I certify that the septic system referenced above was installed substantially according to the desi�k which may include minion approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with or 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. Platt revision or certified as-built by designer to follow. Stripout(if re inspected and the soils were found satisfactory. y�'a Of l'Eja T., WF,"TEE ler's Signature) CMS No, ioe c IQNiL wiper s Signature) (Affix tamp ere) PLEASE RETURN TO BARNSTABLE PUBLIC UUTA DIVISION. C EB MCATE F CCOMPLIANCE WILL NQT BE ISSUED UNTEL ROM T CARD ARE RECEIVED BY THE BARNSTABLE PUBUg, _ T ON. THANK YOU. gAofoe FW=Wmignc omfieation ib m.aoe 12/03/2010 12:36 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable 4 Regulatory Services ThomatR F.Geder,Director PubUlc Healtb Division '� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 5084624644 Fvc 509-790.6304 Date: Z1 3) Co Sewage Permit# Assessor's Map/Parcel 2 -7 to Installer&Designer Certifotitia Form Designer: f{ �. c t—'�-4�- )lnstalier•. r� 2�•�.�rt- v\ . Address: J-5'"i rj4ru-,Aj� Wdv"IL5 n C, Address: T - - ' On 1 .J�• rr,,,, vt was issued a permit to install a (date) (costa er r septic system at l (o l��'-ae d sp bused on a design drawn by (address) !fir dated it u L esigner I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. 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. Stripout(if inspected and the soils ere found satisfactory. I� k OF PET�t 7-, MtENTEI= er's Signatuie) CIVIL ito.35109� esigner s Signature) (A tamp Here) q,A PL E RAT TO LAJOSTABLE EVBUC RgALTH D ION. TTFI OF COMPLIANCE WILL JOT BE ISS D141 IE BO S FORM AS- CA RN LIC HE TH IVISI THANK YOU, q:lWmc EommAdmigmuertification fe m.doe TOWN OFBARNSTABLE LOCATION I(o lre6w" ) 1�(� SEWAGE# nVILLAGE a,,)kVQJf ASSESSOR'S MAP&PARCEL ;? /"76 INSTALLER'S.NAME&PHONE NO. --)W\C-S Cdv.9c.' -.VNC SEPTIC TANK CAPACITY LEACHING FACILITY: (type) Via©C�C� C�,,tv10PFg (size) ► �C 13 NO.OF BEDROOMS '3 OWNER OcLwkev e PERMIT DATE: I o D COMPLIANCE DATE: Separation Distance Between the: GG,''(O Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N0 G.W 0+ 1 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 , �_ P OUT, 17 CO*T-3 1 t"�Box 22,8 'D3ox-3.S I'le'43 Drive. -, 6aaY Town of;B-gxmsta e r# Department of Regulatory Services Public Health D><vision :-: . Hate sash�� 200 Main Street,Hyannis-MA 02601 Date Scheduled �/�?/a/ Time�_ Fee Pd. Soil Suitability Assessment for Sewage Disposal, Performed By: VLEv, Witnessed By: t �v• JL� C� V. LOCATION-&.GENERAL INFORMATION. Location Address I ���d Owner's Name Aaaress� lC�—�3 e ec G►vac { . Assessor's-.Ma Z�Z -- 1"] (o Engineer's Name4-0,%(vCC �iLee NEW CONSTRUCTION REPAIR Telephone# v�ll$` 3� ' 7(o� ,r Land.Use ;�5I chat�Gt Slopes % Z `/_ P ( ) Surface Stones Distances from: Open Water Body C,� ft Possible Wet Area (S�Z1 ft Drinking Water Well-71 S ft ; Drainage Way l ft Property line � .ft Other ft SKETC—M,(street name,dimensions of lot,exactiocations of test holes&:perc'tests,,locate wetlands?n proximity to:holes) i t t,e / JAI - - _ Parent material(geologic) Depth to Bedrock er4t Depth to Groundwater. Standing Water in Hole: /v l - Weeping from Pit REtCe Estimated Seasonal.High Groundwater l : .DETERMINATION FOR SEASONAL HIGH WATER TABLE'' Method Used: Depth Observed standing in obs:hole: in, Depth to soil'mottles:,, in. Depth weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.thctor, ,q„ AdJ.`C1Ptiufldwater l�vel„� PERCOLATION TEST Date . �a Observation Hole# � Time at 9" Depth of Pere: Time at 6" �IZIEY Start Pre-soak Time End Pre-soak ` t �a L(S� C.cl �S k s Rate MinJtnch i l� P--QN C 'e sE--- Site Suitability Assessment:`:Site Passed ae-- Site Failed: Additional Testing Needed(Y/N) . Original: Public Healthy Division Observation Hole Data To Be Completed on Back'--- ------ ***If percolation test is to be.conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:XSEPTICIPERCFORM.DOC 1 DEEP.OBSERVATION HOLE LOG Hole# _ Depth from Soil HorizonSoitTexture Soil Color Soil Other Surface(in.).. . (USDA)_ (Munselq Mottling (Structure,Stones;Boulders: , i DEEP OBSERVATION HOLE LOG Hole# Z t Depth from Soil Horizon Soil Texture Soil Color Soil Other ti Surface(in.) (USDA) (Mansell) Mottling -(Structure,Stones,Boulders.. ns' r z L �o 1z DEEP OBSERVATION HOLE LOG Hole# De th from SoilHorizon So il Texture Soil-Color , Soil Other Surfai:e'(in.) (USDA) (Munselq Mottling (Structure,Stones,Boulders. Con ,� Gravel) . DEEP-OBSERVATION HOLE LOGS Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.)`- (USDA) (Munsell) Mottling (Structure,Stones,Boulders. I , F16od Ingurance�Rai-Mau: Above 50U year flood boundary No_ Yes v, ,.W1Withiu 500 yearl oundary No Yes_ i Within.►oo year flood boundary No 1\ Yes. Depth of`Naturall�Occurrm>?>pervious•Material Does at least 11' fe-v naturally occurring pervious ate .exist`in all areas.observed througkiout;the area~ ro osed for the soil aliso idn system? e a P p. "it what is themdepth of jiiiturallyoccurring'pervious.maCorial'?,._._ .._. Certification earn :that on L'1 4 (date)I have passed'the•soii.evaluator examination approved by.the fy Departirient of Environmental Protection and that the above analysis was performed by me-consist nt with the regtured training, ertise and.experience des/cn�be�d in 3�10 C1vIR 15.017: Date I l C G Signature ` QA8gVnCO3RCFORM.DOC J No...... 12 . �. FEIs.....':.1.d..�G THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH /.. �✓ YY........ .....oF..../-j. s' Gr Appliration for UiipuuFal Works Tomitrurtiun runfit Application is hereby made for a Permit to Construct (L,- or Repair ( ) an Individual Sewage Disposal System at: 1.. v P ...................................................7 -'ate 11d G-� ---------------------------•--•---••-�� Location-Address - or Lot No. �� 1'Y����.--•-------•.............................. ....... -�./s� LGt-.--� rf! ............................ Adflress a *+ u \ .................................... .......-•--•----•--...................---......-----.......................................•...... Installer Address Type of Building Size Lot____ .....Sq. feet Dwelling—No. of Bedrooms.......J................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures .................................. W Design Flow...........-13..........................gallons per person per day. Total daily flow..............3 3.....................gallons. W Septic Tank—Liquid capacity.L??czv.gallons Length-!?.'�.`'.... Width... Diameter________________ Depth-__-5,_ ..8._ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area---__-_-----------sq. ft. Seepage Pit No------------ Diameter......./�_'_---- Depth below inlet_.._G............ Total leaching area..Z6:7......sq. ft. ZOther Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by._A ........Nye ............................. Date-.�._Z-If 64...__.. 4a Test Pit No. 1...4.3L..minutes per inch Depth of Test Pit../AA`...... Depth to ground water.......—............ fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----•--------------------------------------------------------------•----...............-•---•------.......................................................... O Description of Soil....a 3p ... '`� ��sce ��c�c� 30'=7z-* ��.vc CZ4V, U .........................................................." o /�1 �f-' i2 e ..................................................I x ...........•-------------------------------------•-----•---------------•-----------••----------••-----------•--------------------•••--•-----•---•--------•--...---------•-•--•-------•-•---•--•--...... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... •----------------------------------------------------------•-------•-------------------------------------------------•----------------••---•----•••--•-•-•-•------•-•----••-•--•-••-----.....•----••-•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with ;t the provisions of TIT : 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operati til Ce ifi of Compliance has been issued by the board of health. A lication Approved By ate Application Disapproved for the f ollowin e°sons:...............--•••----------••-••--------•---••-----•--------•••--•-•---------•-•-••-•-••••-•-----.....••---- ..........................................................................................................................................................---•---•--•-• ............................... Date Permit No---- 5.:_---4�? Z.... Issued. .V - -5--•----------- Date No. - - -... Fps............. ............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH f4�.................OF...e Appliration for Uiipniittl Works Tongtrnr#inn "permit Application is hereby made for a Permit to Construct (eo) or Repair ( ) an Individual Sewage Disposal - System at: 8GZ-�a41fn?O® / ti7 ��/-TITS:Z�fl .e. 4"o]' Zp Z ................ - .............._....... ....... ....................--------- --•--•-----------------------••---•------*------------•- ........ Location Address or Lot No. h.... l.. sa 5 5............................ Owner Address W ��__ y. t Address 1 U T o ul7d ng Size Lot...f %' ......Sq. feet Dwelling—No. of Bedrooms._.._3.................................Expansion Attic ( ) Garbage Grinder ( ) WOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) al Other fixtures .......................................................... W Design Flow....... ............................gallons per person per day. Total daily flow.._.........3...�.......__....._.....gallons. WSeptic Tank—Liquid capacity/;ap5?_.gallons Length.!'.�i....... Width._ .."�." _ Diameter................ Depth.. s W x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---------,----------- Diameter........el� Depth below inlet---G_.`.......... Total leaching area._Z_G.7_......sq. ft. Z Other Distribution box:;( ) Dosing tank ( ) Percolation Test Results Performed by.f� nn _____________________________ Date.�E <__Z' /'964 /-•--------------------- a Test Pit No. I_. ..-.._._minutes per inch Depth of Test Pit../A.4......... Depth to ground water-------"'-_•__---__--. G%, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a •-----••.....•-------------------------------------------•----------.......................................................... O '-30" 4,,s}r: S<. v�-.Scu 30'I- ----------------- z" Description of Soil ® ---•-----•-------- ---------------------------- -- ------ •------ ........................ ........................................................e -•-•---------------•-------•---------------•-•-------------------- W UNature of Repairs or Alterations—Answer when applicable............................................................................................... f Agreement The undersigned agrees to install the aforedescribed Individuaf Sewage Disposal System in accordance with the provisions of iITI,I 5 of the State a tary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliances been issued by the board of health. Cd] r Date Application Approved By.........................-- .-- t�s Dpte Application Disapproved for the f ollowin j---------------------------------------•-------•-----•-------. ........_ -----•------•--------------•---•--.......-----------------...-•-••------------... ---------------- '`� .. Permit No. �... }------------------------------= -_ Issued.----------------------- _Date THE COMMONWEALTH OF MASSACHUSETTS w BOARD OF HEALTH (9rdifiratr of Tomplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (_,) or Repaired ( ) by.................................................................................................................................................................................................... V�-t'(., ,,'Z) , V S Installer at --------•--•.... •---- ------ ------------------------------------------------------------------------------------------------ has been inst m-har�bi�nce wit 7 I �TLF( f The tate4jgijar Code as described in the T Tr �E3 f application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE k. SYSTEM WILL FUNCTION SATISFACTORY. DATE__... Inspector...- ------- ---•------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH oc- 7T V/Al............OF.... d3�' ?= ,5................................ No. .f.1.......... FEE........................ Dispaiial orkn (11'nnui#r inrt rrmit Permissionis hereby granted..............................................I............................................................................................... to Construct f✓) or Repair ( ) an Individual Sewage Disposal System at No...t-d..---Z- Z........ St t as shown on the application for Disposal Works Construction Perm Nogs._ __. Dated----- 1 2_ej _s �.............. DATE.............-S r-3... ;................................ rd e th r ............. ..........•...... FORM 1255 A. M. SULKIN. INC., BOSTON i '•/...--i X� ::, , �Nebr 2 SN6`Z'73 3� •3q ' f ° t.--4cH Box Psr 0 1 0 7 Wz PR�p�osc n D¢iVE_- WA•r��. L i.v�' r'i°cE ,Q 33' - -- 3 0 Lori`Zo z v � F 4o f ��• �5S st loo 20 �-Z4''v lwoNS BASc�D ON HISS uH� D/t7`r/�j T'L PGA LOCATION .CG /T ►/�LLG MASS, SCALE . •�, '-3d.�. . . DATE npaiG, 25'�yBs FLAN REFERENCE Lo7 dZ0Z. o EDei L C c . .SNP?- . . . . . KELLEY �. No. 20100 a. a,"n -fir i CERTIFY THAT THE ... ...... . ...... ....... ........ SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF . . . . WHEN CONSTRUCTED. DATE . . • . . . P&7�/T REGISTERED LAND SURVEYOR '' SH�zrT z cF Z NA/e-T.5 TOP OF FOUNDATION 6„ CONCRETE COVER CONCRETE COVERS 493 e o 4"CAST IRON 12"MAX. � r � 12"MAX. f3/4TO OR SCHEDULE 404"SCHEDULE 40 PV.C.(ONLY)P.V.C. PIPE PIPE- MIN. LEACH PITCH I/4"PER.FT PITCH 1/4"PER.FT. PITTERT � a G INVERT INVERTw SEPTIC TANK „ , ��. ' BOX 3b;9•, >= . INVERT GAL. INVERT ,, G vo, 6 6 ~~ �: I/2INVERT ww u-a : Dw PROFI LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE P- 3ozz SOIL LOG WITNESSED BY : DATE Fri z �y8¢ TIME. . . .. . . . . . . TIf9./. TAc BOARD OF HEALTH TEST HOLE I TEST HOLE 2AsCl�7� ENGINEER ELEV. . 39 .70 . . . ELEV. .. .. . . . . . . DESIGN DATA : BZ,37 Zo 8oAvey NUMBER OF BEDROOMS 3. . . . . . . . . . . G/�.tvE2 7z" & . 33,7o TOTAL ESTIMATED FLOW 33o GALLONS/DAY BOTTOM LEACHING AREA 78' �0. . . SO.FT. /PIT ,-,P,1>. Co AsE' v SA'vvy SIDE LEACHING AREA . . ./8B,S. . . . . . . . SQ.FT./ PIT/47/ a:P,D• Crz4 ez' GARBAGE DISPOSAL AREA INCREASE) TOTAL LEACHING AREA . . zG.7 . . . SQ.FT /C8 �Z. ��70 PERCOLATION RATE ss. ??� .77n�o. MIN/INCH " _ _ _ � .!vo.WATER ENCOUNTERED LEACHING AREA PER PERCOLATION RATE .'��.. SQ.FT/G.P.D. NUMBER OF LEACHING PITS .4^! PiT Wig APPROVED . . . . . . BOARD OF HEALTH ?JVp j 7 a� 0-1V AZ' S/DES DATE . . . . . . . . AGENT OR INSPECTOR F R `l5i•.t•5,. �. �Gn C; STETS .j.�. ' ' 7.� �o/�Z^. JJ R. A L ,5L�L/ht/o0 D R64-D �� Noy.'ti� sz f - ,(ems. . . r� &2eV/� i/ASS \ �i "t F /: • samTan�P� PETITIONER �J� .�L��.�/ /'J, I/✓ZZC/� F�°�� 'LO CAT 10l� - � ' SEWAGE PERMIT NO.- VILLAGE INSTALLER'S NAME i ADDRESS (J&mg l A_'® AtO4 _ A&Li--A BUILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED l- ,_S5 ���k �� �V �� r®� -- 6 �°� ,! ��� �� e � � LL �arr� ��� �,.� -- 100- EXISTING CONTOUR 'r° N EXISTING LEACH PIT x 100.98 EXISTING SPOT GRADE .y \\_ _� CONTRACTOR SHALL LOCATE, PUMP, W EXISTING WATER SERVICE Lakeview Ave o p0 FILL WITH SAND AND ABANDON (� EXISTING GAS SERVICE /'\ 0 / Lakeside Dr n EXISTING SEPTIC TANK j -O•'H:V.-OVERHEAD WIRES \` Hon Po.�t Rd _ LCC 20239 C LOT 202) (TO REMAIN) TEST PIT Sheet 9 TOP OF TANK, EL.=71.49E E J - INV.(OUT)=70,46E BENCHMARK ' c� LEGENDS ocus h 3 H LOT 197 - LOT 198 =T N 05"05'00" E - IR❑NPIP / �� �L- ante STOCKADE FENCE 71. 1 /9 L Lo A - ----- --- - - - 0.00 =I -j 8 88a 71.14 1 70,92 70,79 X IR❑NPIPE 166.22' - u=� I�\/�' x o / i Wequaquet Lake . . . . .. . . 71.67 .71,63 - - X LOCUS MAP 71,60 of \o�� ��----� 'F�� S _, f.71.75• . .. . . J��\\ Pp. LOT 200 NOT TO SCALE X �,--2 P�..9e `� � Jai --- i-��2,06 I/ - e 2 � r I �• � •�- 71,84 GENERAL NOTES: -� � LOT 202 � ' 72.67 •7.3.04 APN 252-176 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL •-F 2,15 73,41 BOARD OF HEALTH AND THE DESIGN ENGINEER. LOT 203 + SHRU85 15,088±S.F. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 73.04 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 72,88 + 72.55 LOCAL RULES AND REGULATIONS. w 10 �K''� 0 2,94 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR p � i i " EXISTING 4 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE tn f O /0 :,.: HOUSE (#16) DESIGN ENGINEER. N T 87 .� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING i • 1c� } 72,69 GARAGE T.O.F.=74.6f FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN � i '�D . . / 73.60 p d` ENGINEER BEFORE CONSTRUCTION CONTINUES. N I•` �0 `'`' i o (SLAB) 0 ^O I' TP 1':I Z': DECK # o LOT 201 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. I., .7;•I 73.43 '�� °y 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 19' �- 73,32 h� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF �13.2' 12 = HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 73.59 73.4 PL NTINGS \ TP2-12 •�• .' .• 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 7,3.70.. . _ 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. -f 73.56 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS PAVED s AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DRIVEWAY 73.323: T DIRECTED BY THE APPROVING AUTHORITIES. Benchmark Set 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY \� I CORNER OF CONC. APRON THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. �\ 72,71 x 73`67 ��t 73,73 EL.=73.59 (Assumed) 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS d ��•' i IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). e �� OF Moss 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE O \'� E=77.27" Ted�'' INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 70,85 �.- L - + 73.88 s ��P� 9CyG R=170.05 \ / o PETER T. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IR❑NPIPE =279•2 71.6? r11 X 73,30 McENTEE IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. i o CIVIL �, 68_ a'�\. . • •" ' `�_ x 3 77 No. 3510�9 PROPOSED SEPTIC SYSTEM UPGRADE PLAN er7ge 70,49 °f tee_ R£CISZF� Q 68,96 7 PK2 SET °-0 en # F 16 BEECHWOOD ROAD, CENTERVILLE, MA \�8 �0 72.03 72.84 I ZZ� L41, Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BEECHWOODROAD 1 1 Engineering by: SCALE DRAWN JOB. NO. OWNER OF RECORD Engineering Works 1"=20' P.T.M. :!41-10 t HAWLEY, JOSEPH E & SARAH 9 g 16 BEECHWOOD ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE • CHECKED HEET NO. CENTERVILLE, MA 02632 (508) 477-5313 11�22/10� P-.T:�vl. Of 2 a i -- e Y NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:68.9 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. (3) 5" DIA.OUTLETS INSTALL OUTLET ANDSRS SET8 COVERS TO 6" OF OFI/NISHER INLET GRADEE SET INSTALL 6 OF GRADE SE COVER INSTALL RISER &GC{OVER 0 SERVE ASONE INSPECTION PORT 15.5" �-- 16'� 2" T.O.F. �l F.G. EL.=72.2(MAX.) ^—; 7-7 EXISTING F.G. EL.=73.0t F.G. EL.=72.0t U. - 7. 15.5" 12L e 8' L = 4' 2- LAYER OF DOUBLE WASHED SON/2" 6" 8" • ®'SCH 0(MIN.) ® SCH 0(PVC) (OR APPROVED FILTER FABRIC) TT 6„ p �. 11 10°I 14" 8" BB9�6BB 2u EXISTING 48" LIOUID seas®aa H—10 LOADING j LEVEL INV.=70.46t INV.=69.97 INV.=69.80 4' 5.2' 4' D—BOX GAS BAFFLE EFFECTIVE WIDTH = 13.2' /\ PROPOSED D-BOX EXISTING SEPTIC TANK INV.=68.40 H-10 RATED N.T.S. 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN TOP CONC. ELEV.=69.2t BREAKOUT ELEV.=68.9 Al INV. ELEV.=68.40 6aaa NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO aaaa eases eases GRADE ON A MECHANICALLY COMPACTED SIX aaaa aaaaa FE3 ®® El INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=66.40 ®®®® ® ®®® ® „ 310 CMR 15.221(2). 3' 2 X 8.5'=17.0' 3' 33 4' MIN. OF NATURALLY w 2 INSTALL INLET & OUTLET TEES AS REQUIRED. EFFECTIVE LENGTH = 23.0' ® OCCURING PERVIOUS MATERIAL N z 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE & > 5' SEPARATION TO G.W. — AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. LEACHING SYSTEM SECTION 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. BOTTOM OF TP-1, EL.=60.9 SHALL BE 36". EST. DEPTH TO G.W.=31't BELOW GRADE 102" SEPTIC SYSTEM PROFILE (BARNSTABLE G.I.S. DATA) N.T.S. DESIGN CRITERIA 4" KNOCKOUT SOIL LOG 20" DIA. COVER NUMBER OF BEDROOMS: 3 BEDROOMS DATE: NOVEMBER 19, 2010 (REF. P#13,141) 4" KNOCKOUT / 4" KNOCKOUT 62" SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) WITNESS: DAVID STANTON R.S. DESIGN PERCOLATION RATE: 5 MIN/IN HEALTH AGENT 4" KNOCKOUT DAILY FLOW: 330 G.P.D. Elev. TP- 1 Depth Elev. TP-2 Depth DESIGN FLOW: 330 G.P.D. 71.9 A 0" 72.1 A 0" GARBAGE GRINDER: NO SANDY LOAM . SANDY LOAM EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 70.9 B 10YR 4/2 12" 71.1 B 1OYR 4/2 12„ 500 GALLON CAPACITY, H-10 LOADING LEACHING AREA REQUIRED: (330) = 445.9 S.F. SANDY LOAM SANDY LOAM IOYR 5/8 1OYR 5/8 CHAMBERS .74 68.9 C1 36" 68.4 C1 42" N.T.S. USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES M—C SAND M—C SAND 16 BEECHWOOD ROAD, CENTERVILLE, MA SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. 2.5Y 6/4 2.5Y 6/4 BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. 20%GRAVEL 20%GRAVEL Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 TOTAL AREA:................................ 448.4 S.F. Engineering by: SCALE DRAWN JOB. NO. 60.9 61.1 132' NITS P.T.M. 241-10 132" Engineering Works DESIGN FLOW PROVIDED: 0.74(448.4) = 331 .8 G.P.D. NO GROUNDWATER, PERC RATE: <2 MIN./IN.(RECORD) 12 West Crossfield Road, Forestdale, MA 02644 D1 E22 10 CHECKED SHEET N0. (508) 477-5313 P.T.M. 2 Of 2 - I