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HomeMy WebLinkAbout0058 J.B. DRIVE - Health 58 J.B. DRIVE T :-- {` Marstons Mills A = 101 — 0451h a Town of Barnstable P# Department of Regulatory Services ' Public Health Divisionr `t auwez►srs ' Date I-7/i 1 200 Main Street,Hyannis MA 02601 • IFD MAC A Date Scheduled Time : i Fee Pd, o n oil Su itability Assessment or Sew � ,f as s Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address D Y : Owner's Name Mai S AS l�S t'�+ Address 9 1�j pei V`0- Assessor's Map/Parcel: ��j`� - Map-.-(TIyS wits i C4 114F Engineer's Name �� r 144 LC5,1 l—Le NEW CONSTRUCTION REPAIR __94- Telephone# 6S-7 Land Use �S t ICLI Slopes('%) ' S��4C) Surface Stones N6(N-1- Distances from: Open Water Body,7�rft possible Wet Area ft Drinking Water Well 7� t Drainage Way /" . ft Property Line ) ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Pr ski 2 WSJ l�7 6 T) r Parent material(geologic) O .1'f'V✓�C Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face N YL Estimated Seasonal High Groundwater y tt DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole. in. Groundwater Adjustment Index Well# Reading Date: Index Well level,� , Adj,fhetor— Adj.Groundwater 14yel, ,e Observation PERCOLATION TEST bate , Thne_��, ' Hole# Time at 0" Depth of Pero Time at Start Pre-soak Time @ '7 6 Z Time(9"-61') End Pre-soak �o S /Q1�C(% S Rate Min./Inch. �Z (!`� ` t '2 Site Suitability Assessment: Site Passed_(� Site Failed: Additional Testing Needed(Y/N)_ Original: Public Health 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:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsistcl3cy.%Gravel) l� 3 � 13 4 C-- V DEEP OBSERVATION HOLE LOG Hole# 2— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. i to o Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, • t Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes __ Within 500 year boundary No Yes Within 100 year flood boundary No Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? -z If not,what is the depth of naturally occurring pervious material? Certification I certify that on I f 'I (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required trai ' ,expertise and experience described in�10 CMR 15.017. Signature C� Date [2 Q:\SEPTl0PERCFORM.DOC TOWN OF BARNSTABLE a� LOCATION ,� S(8 'SS SEWAGE# Go!4 — 4 6( _ "VILLAGE Ages-MA Mi(I S ASSESSOR'S MAP&P'�ARCEL INSTALLER'S NAME&PHONE NO. TA 61�2 (/6N 5TFVC 1 Iy SEPTIC TANK CAPACITY (S-y 9,)7-74- 115 3 LEACHING FACILITY.(type) ZO « 5-00 (size) 13 NO.OF BEDROOMS OWNER LE E L PERMIT DATE: COMPLIANCE DATE: 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) N R Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N A Feet FURNISHED BY A 4 :.5 Az A - '46.57 12 ` 3 j 2q �,.C,0 t�r�z ins�Nt�I � s3 3 S-9 (4 CS 7;..5 17Rrre c FRO eU T i No. G l 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYication for ]Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair'el)"'Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 5 b 7'3 I)Qo vt Owner's Name,Address,and Tel.No. Assessor's Map/Parcel . 10/ — Q Alk L O, 1 S-q Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. I�NG62 0 Ce"va l i2 t�1 100* Mc. �,A/1Y-f Type of Building: /114 02 T 34 SO 8 2? 7' 3 Dwelling No.of Bedrooms 3 Lot Size Z /, �d ysq.ft. Garbage Grinder( ) Other Type of Building (2 S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow rovided gpd Plan Date 1 Z 13 /�f Number of sheets z Revision Date 7, z— Title Size of Septic Tank Id o b Type of1S.A.S. Description of Soil 2-e I A-H-A,4 t Nature of Repairs or Alterations SAnswer when applicable)J4 lP)a c{ E,*t S` fA { , �' W r M 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. Signed Date �Z ,� Application Approved by rz Date f Application Disapproved by Q Date for the following reasons Permit No. p©/`/ Date Issued No. G�� Cf V � F Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION = TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Disposal .pstem Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �Ff 13 Q�V-C Owner's Name,Address,and Tel.No. \\ Assessor's Map/Parcel /U/ " 0� 5 K�& L c h-( Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. AN6,62 �(o C�olrcll 12� t ,F,t(,U�; /. /lI` ML >✓ N I-( 4pe of Building: Dwelling No.of Bedrooms .3 Lot Size 2 Osq.ft. Garbage Grinder( ) Other Type of Building S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)) 77 U gpd Design flow provided gpd I Plan Date 1 13 /+ Number of sheets Z Revision Date Title Size of Septic Tank Type ofttS.A.S. ----__,).Description of Soil Nature of Repairs or Alterations Answer when applicable) O G I{ XI 5f f n (N f y) fV! 1✓ X, 12S Cr< u cG,��, h,?1 - 7�� X 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 r Compliance has been issued by this Board of Health. Signed it•- Date Application Approved by Date � '$ Application Disapproved by. Date for the following reasons Permit No. p 0%/ " q 6 Date Issued ----------------------------- --------------------------------------------------------------------------------------------- -. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance f l - - THIS IS TO CERTIFY that the On-site Sewage Disposal system Constructed( ) { Repaired( ) Upgraded Abandoned( )by �•N (� �� �()(y L�U 671 UAV r t at J 11 has been constructed in accordance- with the provisions of Title 5 and the for Disposal System Construction Permit No.�o�y'y66 dated 1? Installer 2,,eW G C IZ Designer f C #bedrooms Approved de- 'g ow 0•../ / „ gpd G '� The issuance of t p-rmit all of be construed as a guarantee that the system it nc ' desi"ed. Date Inspector ------------------------------------------ f�r1' Ll b -----------------Fee---------------- No. ' -- /� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Nsposal .6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(V� Abandon( ) System located at 5 9 DR t y:E— A 2 5 B Al S ,M L 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:Construct' st be completed within three years of the date of this permit.! c S Date r� Approved by (3\ r t P. Town of Barnstable �FE , tia\ Regulatory Services »� Richard V. Sc:ili, Interim Dircz.nr wsr"tx. b k'ubbe Health Division Thomas McKean,Director 200 Main Screet,Hyannis,IVIA 0260: Ofiicc: 508-862.4644 Fax: 508.790-6 304 Installer & Desigmer Certifi,caYion }norm Date: 1 Assessor's Maj)\Parcel � � J �CYv2ne �Ei'YII]t 6��` ��� S DesigDer: Installer: Address: i_ .C�.1v,5�_� yS< e rep( Address: `n �+'�'�ri S1'r -� 4�s issued a permait to instal a (date) septic sys'tcm at yjyf, ��IGeuS ..�, based on a design d-.-awn by IIa '`' >r ��-ter-.. Vxtry'_a,� dated -- (desi g ier) rA I ,et tit11 :fiat _hc se iic system referenced above ,v.,s insta ltd substan'i ally accord'nq t:) the w'rich :nay iliclude ininor approved chang)es suoh Lis 1:�teral relocation o, tht. d;stribution 'pox and/or septic _a_-ilc. Strip cut (if rrcgi:ired) was ins-)ected and Cne soils ware fbunc sads'factony. I certi'y thrt th(e septic s;lstern r�,fc-renced above was installed with major change! (i.e, grcatci than 10' lrteial relocation cf the S,-".S or ��ny vet�ical _elocu :on of any cp�ponent of the septic system) W in accordance with State & Local RP.- lations. Play revision or cerfi.fitd as-but by designer to follow, Strip, out (if required) was inspected and the sails were found satisfactory, i1 f I certify tha C'e system referer ced above was eonstru '' �f with the tern:s of *` e I1�. apgrovai ;esters (if an !'cablu) ��'° �`•�. �b PL:.I',';Ft T. t+� 4 PJEcf�N'ilrF `r# :: CITI t (Ir:Sts 1 7�s ipa.tUre) �± �s�corvnt.�� Di st�i�°r's Szgnatai'e) (flSfix Designs s Starnp Here) Pj,fS ASE RETURN TO D ARI STABLE PTIP11.,1 C.' HEA3,1"H' DMSIO'N. CERTIFICATE UI+' C(:�rIPI.ir1NC:I~� WIL . DT BE' ISSUED 'fjR'TLL Hi)'IH TH_18 FORM AND AS- 3UI.t,T C.A.-RD ARE R.11',CEIYEI)BY T'IY. 'BARINSTABLE PCJ•BLIC HEALT-H. D.IViSION. 7."ANX YOU. giScpuclDes:tTer Cei ification Form Rev 5-14.13.doc Message Page 1 of 1 Miorandi, Donna From: Miorandi, Donna Sent: Wednesday, December 03, 2014 8:20 AM To: 'Peter' Subject: RE: 58 JB Drive Yes, I would agree with that. We should probably have a floor plan with the permit. Thanks! Donna -----Original Message----- From: Peter [mailto:peter.mcentee@gmail.com] Sent: Tuesday, December 02, 2014 6:51 PM To: Miorandi, Donna Subject: Re: 58 JB Drive Owner said there are 3 bedrooms. So I guess we should just go with that. Pete Sent from my iPhone On Dec 2, 2014, at 1:37 PM, "Miorandi, Donna" <Donna.Miorandi2town.barnstable.ma.us> wrote: This is a good one where I will have to ask Tom McKean tomorrow because the assessor's states two bedrooms. The permit was changed from a four to a three even though it was designed for a four bedroom design. It is in the State GP with the red lines so on our cheat sheet it can only have two bedrooms because of only being 29,000 sf. I will let you know tomorrow. I know it certainly cannot have 4 bedrooms. Donna -----Original Message----- From: PETER MCENTEE [mailto:peter.mcentee@gmaii.com] Sent: Tuesday, December 02, 2014 11:51 AM To: Miorandi, Donna Subject: 58 JB Drive Wondering if you could check how mwny bedrooms the house was permitted for. Peter Peter T. McEntee PE - Principal Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 Tel/fax(508) 477-5313 12/5/2014 PLAYROOM NTRY GAR. ENTRY GARAGE PLAYROOM BATH J J ENTRY T Q BEDROOM LAUNDRY UP UTILITY RM (NO EGRESS) (NO EGRESS) i i i CL. ENTRY LOWER LEVEL CL. BEDROOM SUN RM LIVING RM J a BATH BATH x CASED OPENING a DINING RM DN KITCHEN L2Q BEDROOM -; CL. i CL. ENTRY DECK UPPER LEVEL FLOOR PLAN. 58 J . B. DRIVE, MARSTONS MILLS, MA TOWN OF BARNSTABLE r. LOCATION , S_9�_ SEWAGE , . � I, VILLAG � ASSESSOR'S MAP,& LOT ® ,tom✓ INSTALLER'S NAME & PHONE NO SEPTIC TANK CAPACITY LEACHING FACILITY:(type) fs[3, (size) jy g 6 NO. OF BEDROOMS J ! 'OR PUBLIC WATER OR OWNER ? -�- DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: , No a 9 l F C' �/1 ,l No.1 Fim...... ....... 1 �o THE COMMONWEALTH OF MASSACHUSETTS � ii BOARD OF HEALTH 7ocuia OF................. . M3(. ... Allp iratinn for Diipnual Nark Tongtrnrtiun Vrrmi# PG� Application is hereby made for a Permit to Construct (-.) or Repair ( ) an Individual Sewage Disposal Sys teat• y•B ----------....................................................i C......... d Tat' Address or t No. 5 W Owner Address a ............................. . ..... ..... Installer Address U �Ll Type of Building 1 Size Lot._... ..........Sq. feet Dwelling—No. of Bedrooms............. ......X ......Expansion Attic (00 Garage Grinder �)e,) aOther—Type of Building ------ � .............. No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ........................ ................................... W Design Flow..............5 ...._._............._gallons per person per day. Total c��y4 flow.___...._...._..... } 'b...........ggons. WSeptic Tank—Liquid capac ty...I. gallons Length._....�L._... Width`.?............. Diameter_.._ %/ _._. Depth.... Disposal Trench—No. ... �4... Width. Total Len th.�._ Total leaching area....................s ft.x t••-• ------ g 1...__��.. g q, Seepage Pit No. f_ixT-__-__. Diameter......�u'c__.._. Depth below inlet... Total leaching area.... a .?-sq. ft. z Other Distribution box ( ) Dosing tat (�) Percolation Test Results Performed b ..._.5-(, rz.-...... Date.- Percolation .... 3.. _�Y = .......... ......minutes Depth to ground water_._IaLl--ehccan 'mod . !� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -------------- ---- ..............•••........... O Description of Soil------•--••�.G 2' ! p S.nJ_ u� ; r p............ : x } 2�� - 12.� 1 p '� 1A cr�_ m Sc}. V .................•---•--•.......--•--...-•--•---......--••••••--••---•-••------•............----................----••••...............-••••-••-•••------ 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 the provisions of TIT L 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued Vy e boar of h. ` Si ned• ....... ........ ....... Q g -U. Date Application Approved By.. C , ------••---y !.�'✓.^. . // OO Date Application Disapproved for the following reasons:..........................................................-••-•----••••-•••---•-•--••••................••....... ................•......._.................•..............._.__.....---......_.._...........__.�.._......y........__ Date Permit No...... 6. ....................... Issued..................------••• �.. Datr 6 y No.............�.... •f Fes$......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �Owij................OF................. . Appliratiun for Dispsal ]VorW Tonstrurtion Vatnit Application is hereby made for a Permit to Construct ('.) or Repair ( ) an Individual Sewage Disposal _ System at ......... .........:. .:.. .��:"►. ............................................... .............................................. ?t�_.-.------------_------------.-----.------ �[v�), L cation-Address �J1 a (� P y ' or t No. .....--•--f-..�..C�-i�L/ P�ie?�a�e ^......`-------- -------------------------------T--'-----.._......------•----•---•--•-----.........................-- �y Owner /2 A Address ra ::..................... . . -- ...... .............-----------•------•---...................................-•-- PQ Installer Address Type of Building Size Lot__. Sq. feet i ..-- ------ Dwelling—No. of Bedrooms .akrz-Expansion- - Attic ( e Garbage Grinder do) aOther—Type of Building ...... .............. No. of persons............................ Showers ( ) — Cafeteria ( ) � Other fixtures W Design Flow...............'�.'S....................gallons per person Rer day. Total daily flow.........._._.__.__ _.----....-...Tons. WSeptic Tank—Liquid'capac' y.._1.970gallons Length.. �.'�•`,-.. Width`k?.$y. . Diameter..._�_�._.. Depth- o.( x Disposal Trench—No._._4„).A._...... Width..t................. Total Length_._..__4.__ Total leaching rea....................sq. ft. 2 a4.... Depth below inlet...61.: ...... Total leaching area...�a.4.7sq. ft. � Seepage Pit No...... Diameter._._..fa'.. Z Other Distribution box ( ) Dosing to . ( ) .] LcE- i 9-3a Percolation Test Results Performed by...................... *tA�Yer�.-..__ -. D ate.._._...............__ .....Test Pit No. I...... .....minutes per inch Depth of Test Pit......lz---------- D th to ground water... de.-levy odn�c . fs. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ............................................................. ---- Description of Soil....._.._•©-Q..- 2, ... ------ o sex mac... &t, 2,5 - i2.o M�,luvn Scared...... U •---------------------------------------------•---.....----•--------•--••-•-----••---.......-•-•-----------------•--------•.....----------------•------••---------------•...-----•--------•------------ w 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 the provisions of'ITIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed. ' �-.."c%t•....------.....'::{=( ✓ Date ApplicationApproved By.................................................................................................. ........................................ Application Disapproved for tke-f dlowQng reason` s ---•---------------------------------------•------...-----------•----y. ......e ...... -----•--•------------------------•----------.....--------•---...--------•------...-----------•------..........----------••------------------------••--------------------------------------------...----•- Date PermitNo..--�/=- ......- -- -----------------------------•---• Issued_.......... — ---•------- / Date - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF Q HEALTH NT.........................N.........OF...........Elq. .. .. .. L. ............. wrtifratr of ftuntplittnrr THIS IS TO CERTIF , That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.. ..:..------. . ..-•----.....---•-----...----•--•--•------- ------------------------•----------•---------•-----...------------•--------...---•--------..... Installer at...... has been &sty ed�6 gcordWq v l& the.'� sd-lions of I IZ IAf,T lib State Sanitary Code as described in the application for Disposal Works Construction Permit No............................................ .dated_...______....___.....___._..................... THE ISSUANCE OF THIS CERTIFICATE SHALT. NZfffEl6dASTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...............L....... ---•---•------•--•------------- Inspector........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................:..........O F.. No. 3 -��...._ (f`...'......z,6., �............ FEE....... ....... P Disposal Vorkg Tnntrnrtion amit r' Permission is hereby granted.-------- --------•---------------- ............ ........ ........ ... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No.................1 -- rr T --, ��p pp�� +� ��' � street /� 1 as shown oh the a lic`6114 for gis sisal �Wo:ks 'onstructib�i 'P it No..................... Dated........�.:..:.__.:._....._._ _.....: i C_J BoOd of Health DATE..................`'----- ........ . FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS , �r v� r LEGEND N x 14.98 EXISTING SPOT GRADE F / -14-- EXISTING CONTOUR 4) m m m m m ~ � (I / U UNDERGROUND WIRES Eno � o o Shubael G EXISTING GAS SERVICE Vol, Pond '� Lakeside \\ W Calvin EXISTING WATER SERVICE Hambli Flint St / Ak TEST PIT of Road m \ pG 1 BENCHMARK o o PB o x o h 30 LOCUS q Y U U N 33*40'20" E LOCUS MAP 10 0 NOT TO SCALE x 60,23 / d FENCE N 3g'02.00 n /x 59,53 / / g7 E 56.89 -- 60,32 \ LOT 96 x 55.14 ` 29,20 S.F. / , 54.3 ' MBLU: �101 -045 X 59.9( x 56.97 x 6L7 - `-S6, 55.62 EXIS77NG LEACH PIT --- --6-2----- -CONTRA-CTOR SHALL PUMP, S8� x 62,69- --6-2---- FILL WI TH SAIVD-&-ABANDON. 64,05 0 x 62.45 6,2--__ T 1_ x 65,11 ` ``-6¢ 62.01 - EXlS77NG SEP71C TANK �6 167.55 ---6 -�(-TO-REMAIN) -66 TOP OF TANK, EL.-66-2�. TP2 ��_ _ SHED - 07 - LNV.(OUT)=64.94f \ 68.5 _- 1�4/ f\VENT _ -6.8__ Z \- 0 x69.56 69,44 x 68.53-> x 67,0�' Ln N a�\.N. 0' . \ G I j 70.51 � - 67.,b,5--- N :� 3 71. 1 /^+ 67.70 x 69.36 , it•.�: Lam. 6 �/ / 7.88 STONE 67.74I I / 68.23 l _ 67, PATIO x 71.41: N .71 ,.NOOP tij 70,81 x �•W WALKOUT �67,76 EXlST1NG TBM HOUSE(#58) CONC. APRON ITOF=75.5f/ EL.=67.29 \2.76 PAVED 67,87 Q / 'DRIVEWAY' 617,40 69,83::e`PK SET" ' �i 72.59x 67.29 70.85 DECK - �,. 73.00 ✓---�'� � / WALK 3 '.66.77 ! -7-4 CL CL k 73,87 ( x 72,54• .67 \ 9e o��Orvn a �\x 72.85 73.2+ 66 PETER' \\ 55x �� 3� McENTE � E N 64,86 �� \G8 Z55 CIVIL _ No. 35109 69.77 O,p EUSTERF� C B N _ 125 �FFSSIONAL 62.00® .00, - - N 34•18•35" 62.05 62.22 62.68 6-4-- -E _ -- + 1 6 3.10 EDGE OF PA __ EMENT 63.92 �� OWNER OF RECORD j \ � 64.36 LEBEL, JUDITH G' c/ B. DRIVE 64.62 58 J.B. DRIVE MARSTONS MILLS, MA 02648 PLAN REFERENCE: PLAN BOOK 247 - PAGE 144, LOT 26 Engineering by: SCALE DRAWN JOB. No. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. 1"=20' P.T.M. 244-14 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET No. 58 J.B. DRIVE MARSTONS MILLS MA (508) 477-5313 12/3/14 P.T.M. 1 of 2 Prepared for: Robert Lebel, 58 J.B. Drive, Morstons Mills, MA 02648 f�JJ4��� 4i� NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:64.5 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S. .�,. AND SET TO 6" OF FINISH GRADE. PROPOSED S.A.S. PROVIDE ACCESS TO GRADE OVER OUTLET COVER PROPOSED 0-BOX INSTALL WATERTIGHT RISER & PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" VARIES COVER SET TO 6" OF GRADE OF FINISH GRADE FOR INSPECTION PURPOSES CHARCOAL VENT F.G. EL=67.8f F.G. EL=69.8t MANIFOLD ALL F.G. EL.=67.8t F.G. EL.=68.4t CHAMBERS MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 44• L = 5' Q S=1% (MIN.) p S=1% (MIN.) s" 4"SCH40 PVC 4"SCH40 PVC ft LLIL as O as 14" 6 ®68aB66 EXISTING48" LIQUID amaaaaa �VEL ADD 4' 4.8' 4' Gas BAFFLE INV.=64.27 PROPOSED INV.=64.10 INV.=64.94f D_BOX EFFECTIVE WIDTH = 12.8' � ��� � � �- EXISTING H-20 INV.=64.0 EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED TOP CONC. ELEV.=65.1 t BREAKOUT ELEV.=64.50 NOTES: INV. ELEV.=64.00 aaam aaBa aaaam -13 aaa66 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=62.00 INVERTS, PRIOR TO INSTALLATION. 4' 2 X 8.5'=17.0' 714'2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 2 ON A MECHANICALLY COMPACTED SIX INCH CRUSHED PERVIOUS MATERIAL STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. SEPARATION TO G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TP, EL.=56.6 _ 4) CONTRACTOR SHALL INSTALL AN APPROVED GAS 3/4" TO 1-1/2" DOUBLE BAFFLE ON THE OUTLET TEE. WASHED STONE SEPTIC SYSTEM PROFILE 3" LAYER OF 1 DOUBLE WASHED HEED STT ONEE N.T.S. (OR APPROVED FILTER FABRIC) GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL LOG OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): DATE: DECEMBER 2, 2014 (REF P#14,575) 1) A 3' variance to the 3' maximum cover requirement, for 6' of SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) max. cover. S.A.S. shall be H-20 and vented. WITNESS: DONNA MIORANDI R.S. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR HEALTH AGENT TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. _ _: ELEV. - 1 DEPTH ._ELEV. - T P-2 DEPTH:- 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 0" 0" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 68.6 FILL 67.6 FILL ENGINEER BEFORE CONSTRUCTION CONTINUES. 11 67.6 5. ALL ELEVATIONS BASED ON ASSUMED DATUM (BARNSTABLE GIS±). A 12 67.1 A 6" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF SANDY LOAM SANDY LOAM THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 10YR 4/2 10YR 4/2 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 67.1 B 18" 66.4 B 12" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. SANDY LOAM SANDY LOAM 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. 65.8 10YR 5/6 34" 65.3 10YR 5/628" 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS C C PERC AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 1 30"/42" DIRECTED BY THE APPROVING AUTHORITIES. MED. SAND MED. SAND 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 2.5Y 6/6 2.5Y 6/6 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 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). 56.6 144" 56.6 132" 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE NO GROUNDWATER, PERC RATE: <2 MIN./IN. INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOMS tfiEO ® 0 SOIL TEXTURAL CLASS: CLASS I / ) ~ ®®®®®®®® 37" (LOADING RATE=0.74 GPD SF w DESIGN PERCOLATION RATE: <2 MIN/IN N z DAILY FLOW: 330 GPD DESIGN FLOW: 330 GPD 102" -GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 4" KNOCKOUT .74 GPD/SF 20" DIA COVER EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED 4" KNOCKOUT / 4" KNOCKOUT 62" USE 2-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. 4" KNOCKOUT BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. TOTAL AREA:....................................................I......... 471.2 S.F. 500 GALLON CAPACITY, H-20 LOADING DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD CHAMBERS Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 244-14 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET No. 58 J.B. DRIVE MARSTONS MILLS MA (508) 477-5313 12/3/14 P.T.M. 2 of 2 Prepared for: Robert Lebel, 58 J.B. Drive, Marstons Mills, MA 02648 EL. -- 80.5P TOP OF FOUNDATION i 20' MIN - �-- 10' min CONCRETE CO VFRS 2"LAYER OF 72. 0 CONCRETE COVERS WASHED STONE 71. 8P 2 M AX i 7"Ti 4„ .CAST IRON 1 OR SCHEDULE 40 / `77`7C_ _ , 7 ,f- P. V C PIPE 4" SCHEDULE 40 P. VC DIST. 3 f S=0, 02 MIN. PITCH 1/8 PER FT. BOX ' - 4 --- FLOW LINE D`_. 5' S- i MIN PITCH 1/ PER FT. ' 10:, - =Q Qom?_� D-15 S=0.01 PRECAST kIIN 19" 4 LEACHING ^oo, IT DR INVERT O EQUIVALENT INVERT EL.=_69. 45 LEVEL G b J EL. cc = 69. 70 - �_ INVER 0 6' E.o c 314" TO 1-1/�'.. j INVERT INVERT p - WASHED STONE f 1 500 GALLONS EI_. = 68. 95 EL.=_6_8. 78 Ey.= 68_63 a oC ! --L--__- SEPTIC TANK 0 C. 72 OP EL.=_ 62 6 i , I LEACH PIT j I _._ PROFILE OF IO'DIAM.--- EL. 58.6 rNVERT SEWAGE DISPOSAL SYSTEM EL.--_70.00 NOT TO SCALE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL 63.5 DOWN HILL SLOPE REQUIREMENT 10/43*150=35' l SOIL LOG WITNESSED BY: J. DUNNING * THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO j INSPECT THE SOIL PROFILE AFTER EXCAVATION AND ENGINEER.' J LANDERS-CAULEY BEFORE PLACEMENT OF THE LEACHING STRUCTURE. P NO.:8026 GENERAL NO TES 2 - THE CONTRACTOR SHALL DIG TO A DEPTH FOUR (4) . PERCOLATION RATE _ _ MIN./ INCH FEET BELO W THE LEACHING PIT. 1. THIS PLAN IS FOR CONSTRUCTION OF A SEWERAGE DISPOSAL SYSTEM. j 2 PLAN REFERENCE BOOK 247 PAGE 144, LOT 26, BARN. REG. DEEDS. DATE 3118193 DATE 3 18 93 3. THIS PLAN IS..FOR INSTALLATION/ REPAIR` OF SEPTIC SYSTEM f AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. TEST HOLE 1 TEST HOLE I EL = 76.1 EL. = 75.5 DESIGN 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D E P. TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS P�° FOR "THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN _ TOP'& SUB 0,5, EL- 73. 6 SOIL .5, EL- 73 0 12" OF FINISHED GRADE. GARBAGE DISPOSAL N0 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME, UNLESS NOTED 'BY FINAL CONTOURS TOTAL `ESTIMATED FLOW 440 GPD 7 ALL COMPONENTS OF, THE SANITARY SYSTEM SHALL BE CAPABLE ( __IIO_GAL. BR. DA Y x _4__ BR. OF WITHSTANDING H-10 LOADING 'UNLESS THEY ARE UNDER OR WITHIN'10' OF DRIVES OR PARKING AREAS. H-,20 'LOADING MED. SAND SEPTIC TANK CAPACITY _1500 SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING. ---- ` UNLESS NOTED. LEACHING AREA REQUIREMENTS 8. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL' BE MORTARED IN PLACE. 12.0 EL=64.1 12. 0, E'L=63 5 SIDEWALL AREA 188_5 GAL./S F. �2*2 5=942gpd 9. NO DETERMINATION °HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA _78.5 GAL/S/F *2*1. 0=157gpd DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO NO H2O `� ND H2O LEACHING CAPACITY BOTTOM & SIDEWALL j00�GAL. OBTAIN SU(W DETERMINATION FROM APPROPRIATE AUTHORITY ( ) ( 3.14 X6X10 X2.5 ) r ( 3.14 X52X1, 0 10: THE EXCA VA TOR CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES>PRIOR 1 TO ANY EXCA VA TION THE WA TERGATE WAS NOT FOUND, THE GENERA!, RESERVE LEACHING CAPACITY 1099 _ GAL CONTRACTOR SHALL VERIFY LOCATION WITH WATER DEPARTMENT 10R NO -�50279A I i i No LOoD ZONE. C $TC lY NI RES. ZONE: RF" A ILl NG ASS. MAP NO.: 101, 45 BENCHMARK• spike in tree i e1.=80.00 LOT 25 in 1mlP res r area O ---- . 0 �T / 79.3 =y o _ / s - --- 1500 gal. e t,ic tank / PROPOSED �ti• P tb _ q PROJECT LOCA TION 1 7s.3 - _-_- �' p LOT 26 - J.B. DRIVE �sse O -- �� ��Lgo♦ of M�ss� MARSTONS MILLS JOHN LANDERS-CAUL�v APPLICANT CIVIL ROBERT LEBEL LOT r No.35101 420-3484 c/sTER�° ,29,200_1 sf �Ss oNAi LOT 27 j`9� YANKEE SURVEY CONSULTANTS --� a UNIT 5, 40B INDUSTRY ROAD P. O. BOX 265 OF ,�� MARS'TaNS MILLS, MA. 02648 6� •0� �� pain. ss'�� TEL. 4,28-�-0055, FAX 420-5553 MERITi-dEW r��CALE 1'' = 30' . DATE 4' 6 ` 93__j F�cs. 32t�93 � - � 1 r � �IGISTE��� � q LA% REV REV - JOB NO. 50279 [SHE,�'T OF 1