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HomeMy WebLinkAbout0067 CHIPPINGSTONE ROAD - Health .67 Chippingstone Road Marstons Mills - - A= 0217-031 - --- - --- - - --- - i i TOWN OF BYINSTABLE s . LOCATION ? ,s SEWAGE# �-�iILLAGE ASSE OR'S MAP&PARCEL s INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY eel LEACHING FACILITY:(type) (size) NO.OF BEDEQOMS OWNER r PERMIT DATE: COMPLIANCE DATE: (D Separation DistanceBetween 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 z &I 2 �' a/ Fee 6 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pplication for MispoBAY *pstrm ConstCUttion 3pPrmit Application for a Permit to Construct( ) Repair/ Upgrade( ) Abandon( ) ❑Complete System 2rIondividual Components Loca ion Ad(tress or Lot No. 6 17 7 �/ 01 $misel r , Owner's Name,Address,and Tel.No. Assessor's Map/Parcel a�� /pry�/��g F �f 7 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: nu Dwelling No.of Bedrooms ( Lot Size � r 6 Z! sq.ft. Garbage Grinder Other Type of Building R&aop eeee No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 1316� gpd Design flow provided 3� .�j gpd Plan Date_ ��/� Number of sheets Revision Date Title O or 7 G w S !Te Size of Septic Tank ®®Q�¢/ ��'?�g Type of S.A.S. C' Description of Soil An 51 /Oj Zj`,X I. �S�S Nature of Repairs or Alterations(Answer when applicable) 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 Boa�ofHea�lfh. � Si Date !a Application Approved by Date Application Disapproved by Date for the following reasons - Permit No, L/ Date Issued V y ( w .. . . ®-7. Fee v/, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. - `, Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 90phtdion for Misposaf *pstrm Construction 3permit Application for a Permit to Construct Repair Upgrade Abandon_ pp ( ) p (� pg ( ) ( ) El Complete System [r]'Individual Components L ca ion Ad es or Lot No. 676 j DQ/i1 �lQ/i� / , Owner's Name,Address,and Tel.No. Assessor's Map/Parcel /S / Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 41 Ci s/` 7 7/-��,Pe Cd ( f �y , Type of Building: ? �� n Dwelling No.of Bedrooms �/ Lot Size Za T �Z sq.ft. Garbage Grinder(/�Q Other Type of Building �Qr°.9i°C 1"d�C� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) - -- gpd Design flow provided r gpd Plan Date b Number of sheets Revision Date Title Size of Septic Tank �QQ09�� �'l��'` / Type of S.A.S. Description of Soil , Nature of Repairs or Alterations(Answer when applicable) 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 ftea4h. �y � Date Application Approved by Date Q Application Disapproved by Date for the following reasons Permit No. Date Issued d—v THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(r< Upgraded( ) Abandoned( )by �_ at / 4 / � �y�,�i% j�G� has been constructed i� co in accordance �IQ/ with the provisions of Title/5 and the for Disposal System Construction Permit NQ� Ib�D gated W )�i�—' Installer 1 Co/` ®/O / Designer�QLjj�l�f lQ�e #bedrooms ? J Approved design flo 33� gpd The issuance of t is pe it shall not be construed as a guarantee that the system will tu' ion as desi ed. Date ��n D Inspector . -------- _ _ = = ---- No /c F--/ ee ®d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Vertu Permission is hereby granted to Construct( ) Repair(1� Upgrade ) Abandon System located at 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,completed within three years of the date of this per i. Date � ) V Approved by FROM :down cape engineering inc FAX NO. :JI50836213880 Jul. 29 2010 11:48AM Pi Thomas F. Geffer, Dim.clar NSTABLE. TIT om as'McKean,Whrector J'00 Main Strect,Hyannis,M.A 02601 Olfice: .509-862-1611/1 F;ix: .5018-790-6304 Installer & 1) ner Cerdfleatimm R;riam ..................... Da 0 e: Verflmifiq Z?0/0 Assemor's mall\Parcel BDe,ign OW"i QA 0 011- 0 0 Addregs- LX. H/ was issued a ptimit to install a (datc) septic system.ad: C�.'! P10 4( based on a dosign drawn by- f to daLed I cei-fily that Llie scytic systom rck-icneed above was installed substantially ace.ording to thc desi.r,,a. , which may lindUd(, T11iT101' aj11TT0VCd C-11"I'llges SU(.-,h LIS lateral relocuLioll of [tic. distribution box.alld/o.i-seplic tank.. uerl.fly 1hat (l)o sleptie, ss y,�te.-cnrdbrcmcd above was installed w-1111 RM(W UIIWIRUS (i.C- J greater than 10' lateral r6ocafiou of dis-, SAS or my vc-itical relocatio1i of,any con1po.o.ent of the seplic systur)) but III a(.-,(.-,ordan.w w]Ll-.i State, & Local Regulations. Plan rc-visioii or certifiod as-built by designer. to follow. OF iwq DANIELA, OJALA (lust,. S Si f-,,aa h e) CIVIL NO,4$502 Q. -310 AL (Desig)-it-:,,r's Sigature) (Affix Dosignet's stanip flefo) 1"1T+ SE R-ULIR-N 'YO f.'03yo6"LTANCE WILL PdQT W.11; 1,RSITED UNTR, .40TI.T. TIUS FORT"I' AIND A� S'14T-TITITiT CARD A.RLe ARICFIVED.BYTIAL, BARPTSITARTY,PURITIT(C 137I.ALTR T ANK v0U. ........... I�otm 1.26-04-doc Town of Barnstable P �iliE r Department of Regulatory Services �We L �>zrl�r�at� 4 Public Health Division Date ea'�. 200 Main Street,Hyanuis MA 02601 . � � T � I Date Scheduled Time—� Fee ll all. o & `oil Suitability Assess�� ent for Sewage 3�sposal� e Performed By: .t tr — Witnessed By: rVALk� � ILQCA-TIONl & GE {RA]L INJ[I'OI[ TVIATION t Location Address l 1 Owner's Name �`(h I Address Assessor's Map/Parcel; Engineer's Name NEW CONSTRUCTION REPAIR Telephone It Land Use slopes(%) 1 Surface Stones t4 Distances From: Open bValer Body ' 3do ft Possible Wet Area `J'Soo ft Drinking Water Well 1150_fl Drainage Way N�p _ft. Property Line ( t7 ft Other ft SEETCH: (Street name,dimensions of lot,exact locations of lest holes do pert tests,locate wellanda in pro)tinuly to holes) Nam✓' 'fr 41r.y "T ��- y�,�,.(�..s r�- Parent material(geologic)_ Depth to BeClrock Depth to Groundwater: Standing Water iu Hole: Weeplltg Ilom Pit Fltce t Estimated Seasonal High Groundwater Jp DE TERI) I-NATION FOR SEASONAL 1110H WATER TAB1[.,.lE Method Used: Depth Observed standing in obs.hole: III, Depth to soil ltlo[tl.e3t Depth to weeping from side of obs.hole: l!L OYtlulldwater AdjushTtent [ndek Well it Rcading Date: Index Well level Add,factorAdj.dY7undwateY Lxvul _ PE RCOLATION T EST R Mta Observation Hole#p Time it[9' Depth of Per'c (pro TIm p al 6" Start Pre-soak Time @ _ Time(9"-6") End Prc-soak Rate Min./Inch Site Suitability Assessment: :Jle Passed SiI,G-Failed: Additional Testing Necc.ed(Y/1\l) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ""'It percolation test.Is to be conducted vvidii ➢ 100' of weidand, you must Jt➢rsit uaotily the. Barnstable Conservation Division at least one (I) weels prior to begauning. Q:\SEPTIC\PERCPORM.DOC i _ 1 IDIR E]P-OBS]ERI' Depth from ��� �g®L' 1 LOG �0 Soil Horizon Soil Texture Sur (USDA):. Hole(in.) l Color Sol]. (Munsell Other �+ ) Mottling (Structure,Stones;Boulders, Con iste c %' ravel p Depth from Soil horizon Surface(ia.) ROLESoil Texture Soil Color 1 .0le # (USDA) Soi I (Munsell) Mottlin Other 4 ( (' (Structure,Stones, Boulders. Cons! ene %Gravel) �- 31 top DEEPOBSERVATIONHOLE, LOG. Depth tram Soil Horizon Text # Surface(in.) Soil ure Sol]Colo[ (USDA) Soil Other (Munsell) Mottling (Structure,Stones,Boulders. — Cousistenrcpa Q vet 11311E]Exb 0-BSlERVATION 1fIOLE, Depth fi-om Soil Horizon g'®� HO]D',# Surfice(in.) Soil Texture Soil Color (USDA) Soil Other (Munsell) Mottling (Structure,SlPnes',Boulders, Consistency, °h Oray�ll 7� - El10od I nsurannee R, 9 te ma Above 500 year)load boundary No Yc.s Within 500 year boundary No Yes Within 100yearfloodboundary No Ye'5 IDEPlth ®_ f I'+aturrally�unR ]E�a�vlaus N?aterlg9 Does at least four feet of naturally occurring pervious matel9a exist in all areas observed thrpughout the area proposed for the soil absorption system? � fif not, What is the depth of naturally occun'ing pervio s matarinll tL mt➢$Heatlon k certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental.l'rotectioli'and that the above anal s's a y � w s performed the required training, expertise and experience described in CIO CMR 15.017. by me consistent with Signature_ Date - • • 1` Q,1SBFTICU'EhCr0RM.DOC L ION SEWAGE PERMIT NO. L O C/Aj/T (2 s a 1 VILLAGE m� �SfoAs VYI.` I N S T A LLER'S NAME i ADDRESS ha e A V,� &C�c &) V\ !rIA c- _ y ��.� BUILDER OR OWNER 6(,D DATE PERMIT ISSUED DATE COMPLIANCE ISSUED E Fnc,;v7 1 a . • Nd Fps ......................... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ......................----------------...-OF.......................................................................................... Appliratiou for Dispoli al Works Toro rurtivit Vamit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ...............M A:.A.........:'". ...... ...:�:.�'.-----------..... ..... 7 ... ..... ---- ----- Locatio Address or Lot No ld l --a --------------------------------- !/ (. ..... if................................................ Owner Address --^- Installer Address w Type of Building Size Lot z..! _tSq. feet Dwelling—No. of Bedrooms........IR...............................Expansion Attic (jel, Garbage Grinder ( ). Other—T e of Building No. of persons............................ Showers — Cafeteria a' Other fixtures .................................. W Design Flow.........` ...........•____._.._._gallons per person per day. Total daily flow._._... 3 ......................gallons. WSeptic Tank—Liquid capacity/!IAP.gallons Length__ ,_'-/-*.. Width. .�.�� Diameter__-_____`-".. Depth_--4_--Arov. x Disposal Trench—No. ...... Width................... Total Length.................... _..... Total leaching area ...........sq. ft. 3 Seepage Pit No.......I------------ Diameter-----4 -_•.__. Depth below inlet.....44.......... Total leaching area-..,................sq. ft. Z Other Distribution box (Air Dosing to k ( ) 0-4 Percolation Test Results Performed by....... � .ld_.__.: !. r1 -5► _ % .- a Date---- a Test Pit No. 1.....a......minutes per inch Depth of Test Pit......Ar�.._.._ Depth to ground water---___- ���'...- G14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R+' w------------•••------ ---------------------------•---------........... O ...---•------------- Descri/p/ti/o}n�oyf/gASoCil ��dy�{ yq� ._ ({� t,�r .. _... // � .,� ... `.. /�..' �774 AI - i(ATw 1.-f ---•�1.. A� '"_f ...� P A A A/R,+� V G ------- . 4f7 - ---.w- •----------•-----•---'------ W .......................... ..................................................... .................... ................................................................................................. 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 iI.THE 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. Signe I .l..._........_t_-,r° /. . ---- Applicat>on Approved BY ----------------------- ................................. 11..!.y _ Date Application Disapprov th ollowing reasons---------------------------•---------------------------•------•----------------------------•------._....._.._._ ----------------------•--------•-•-------•---•.•--- Date PermitNo......................................................7 Issued-----•---.._....--------------•-•---------------------- Date No................_....... F� ........._............. 4� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................O F.......................:................ Appliration for BIiposal Works Tooitrurtiton ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ... q�� Lot No . Locatio - ddress or .... : 1l�/_. _:. '.�1��tiA ................................... .............. _� /t���'...�,.-.�$. .�------........................---- OWnez Installer Address PQ a�. Type of Building ize Lot------ ..�Y�._'.�Sq. feet 1-1 Dwelling—No. of Bedrooms._.... ................................Expansion Attic (+ Garbage Grinder ( ) `4 Other—Type T e of Building ... No. of persons................ ........ Showers — 0.1 YP g --------•---- -•-------- P ---- ( ) Cafeteria ( ) Q' Otherj res -----------•----••---•--•-- -------------------------------------------- W Design Flow......... .................. ....-gallons per person per day. Total daily flow....... 1 ............ �ons. �y ' W Septic Tank—Liquid capacity.> Qd.gallons Length. ." ..e Width Diameter Diameter__._.:. `. Depth.. __. tl4s e x Disposal Trench—No..�//, ...... Width.......... ) --Y k"77 Total leaching s . rgtri Diameter...... 01-1. De t below inlet..... ...-�-�- Total leachig aea_-� �. q. ft. z OtheDiribuon box (� Dosing t Percolation Test Results Performed by: ._ l .A,..... LIt g?` I 4:...... Date..... . P/r� Test Pit No. l....t2.......minutes per inch Depth.of Test Pit_.....1 ....... Depth to ground water .... ...: 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.......................... ................................ ...................... ..................... -- DescriptionO of So>1 ....�".. .� Fr Wf ya =...................................... -------------------------------- •------------------------------------_=--------=------- ....---•.....: V 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 TTTT-2) 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 t he. board of lAlth. Si ed ate Application Approey- . ........ .....•---•----------•-•----•-----------.......---•....... f�_-y---�--------....----- Date Application Disappllowing reasons-----------------------------------------------------------------------------•-------.....-•----.......---....... ... .-•---•------------------------------.------------....-----------------------------------------.••- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... _,� Trr#ifirtttr of Tomptiaorr S IS T ITIFY,= hat the Individual Sewage.Disposal System constructed'( ) or Repaired ( ) b ---------------- -------- _----------------------....---------------....------........................-----•-----•---•--. " , a. to e at........................ ---- --... •....-- f'ter.,- ------------------------------------------------------------------------------------------------ has been installed in accordanoCAitlh t e provisions of T�L LEE 5 ot The State Sanitary Co as escribed in the application for Disposal Works Cons uction Permit N$ .................. da.ted__f f.$_-k,/.__...__......._........ THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................................. /1 ......................... Inspector.J.L/ d.�....------------------------...........------•---...........---.... THE COMMONWEALTH OF MASSACHUSETTS BOA OF H ft 0 Ito tt1 Vo ";1 Eton anti# Permissio `s hereby grant - ----------------------------------------------------•---.........-•----•.._.... to Constrguc�I or R ) a �iivi Sew a j' posal System 12 -at No................ ' ! 't_--_.--------- ------------------------------------------------ --- Street as shown on the'application for Disposal Works Construction Permit & 1 '___. Date ._. 41 ..•................. DATE...... Board of Health d/'.7...n FORM 1255 HOBBS & WARREN. INC., PUBLISHERS ..._•.. • �_ r•'-•. ,._-.._. ...—_ .. -.. _vim-. _ -...,. - _. _,-.. . - k.. _. ..... • S _ _ .. •. - - f,R'Y„ _. _ 1 20FT. (Minimum) - r • `�' do Outlet pipes-from Dist.Box shal I be -,9 = i tic ° : * " level.fi�r at least 2 feet from box ; 10 FT. (Minimum) ;` eas •' ® o+ Removable sec o 'Ezistin F. Floor.-Elev. 3b0 ed cre#e coven .,. Ttgb „ nts 4 -_ °h'" ys� " Y s .2 .° E RBfiaVabler�onc.ixriers. ° s -,e °- 43 ,_ •,, r 'T �'Ished rdde-min.sio a 41.••.* .b, t" ..3-, + > . .t:. P 2% owo •fr m syi#e f►1 w ; h t, S40 �s 1 mQX. Fy t'�t �,i � .,.r�\ k 2 1 i gas ra t •r, r• " Pro + rA , I ``° ~ - •. ,., we Li uid,':. = =oc -0.04 ` ' '1 rofl/8`= 8 `¢. \ - y. 3 VaCORt lof•w. t, S , `. _ ..a - _ j i6� tl aayyee . 1. . a • . .., • � .e. e was1ed stone.-. � ./ < .. '.•_.—�.— •';• A#at; t ' r"••� • •6 Ft. °, 0 1 • y `• -y .. .•� .++•, ,.i. ..5 ." i $ PTI C TAN K� #3oc. • I ', e.e . a 8• o ' 11,6 cp ;oo effective depth ' I;'. "T'O0O GAL.` I` "' d '� 914) _ •. 1 e .e e a 1 ; - Test L 4 2" •�- c, <��'h° �- ,; It co QD e• • • 6 _ t hob 4 0 1 Q' es. 2 942± $.F `0 �?9 ysO% . a N. iQ; 1 e e • •, 0 1 0. . . . *. W w ,• Precast concrete fo '�°, � a '��, , �, `- Leaching Pit6�• �Jk { , � > fiq °� 1000 gal. • `'.• c c Eft. diameter D /�� Septic To 90" SECTION-OF SANITARY SEINAIGE QI�ROS�Ii°:.6�'S�` 2 �' `� / 3 / ., . F ^ r W ' �' ,�.', r; milk. Pro ed NOT TO $GALE ?-of3/4 toI`1/2 washed stone 47• — 4' House 24 �• all around precast pit providing oiBox st. Y ati`=+effective diameter of l0_ 'DESIGN CRITERIA `•� 47' NUm.ber• ©f,bedrooms_A_( uivalwt3o 330 gat.per du •�� 27 V, t r. GENERAL. NOTES � Reserve �� ' ' • Garbage disposal unit one 6'diam.x 6'de Leaching Pit with 'area w 185 to existing Bell Leadii ai a�ca acit required . al. per da 1) No change to this system shall be made unless 2 ft.of washed stone alIaround. ' p Y q g Y' approved in writing by Philip D. Holmes. Tn. - Side Area proposed. 188 square feet. 2) Subject to inspection during construction by 86.6 88 I10.00 7 9 Bottom area.proposod..78 square feet. the Hoard of Health and PHILIP DMOLMES . Proposed l:edEhingGapacity _galIons per day. 3) =7disposal constructionequipment shall not travel CHIPPINGSTON� ( Private 40 wide ) R[�. R Water s4pplY . ..IzrJ_rtQtl�w4l!1� ;T system during or after construction. m t--�- �9 '',o -- T--c.easin 6 pole 466079� #462 Precast '06ncrete units, H-10 loading. 4) Disposal system to be constructed in accordance ° SOIL LOG with Title 5 of the State Environmental Code. N' I 5) Flood Plain Hazard Zone C Surface EI v = 90.9 r NOTE ' N . f loom 6) Zoning District RD— 2 1) A COPY OF THESE PLANS MUST BE KEPT ON THE SITE DURING.CONSTRUCTION. subsoil 2) A COPY OF THESE PLANS MUST BE FURNISHED TO CONTRAETiO�'t`'CONSTAUCTING►•SEWAGE DISPOSAL.SYSTEM. 87.9 3) BEFORE BACKFILLING THE SYSTEM;THE CONTRACTOR SMALL NOTtFY F441LIP O.t40lN4ES AND SURD K b 7)Bench Mark Spike in NET 8t T pole*462CHIPPINGS1ONE OF HEALTH AGENT'•TO INSPECT THE SYSTEM AS. CONSTi�UCTEO.' • ; ' ` ` RD. Elev.=88.05 approx.sea level datum. _ '* ;. PLOT. PLANS coarse sand .01=PROPdSED SEliti( 'Q .. �.`' }~ ~ �,� ' a S 0,1.L TEST - REFERENCE: FOR 20TH' CENTURY BLDR'S },, � ,' t ,t gravel' Date of soil test. 'SEPT_ 27, 1978 Land Court Plan 34846 sheet 2 IN' - Test taken by PHILIP D. HOLMES LOT 42 MARSTONS MILLS BARNSTABLE, MAS `�' Results witnessed b Paul MurrayFbulGardner ,. SCALE: j ,-40� DATE: SEPT. 19,IS78 Al 1? = Y DRAWN BY-&5.3L CHECKED BY PHILIP D. HOLMES 78.9 Percolation rate--2 minutes per inch. d CIV1!� ENGINEER LAND SURVEYOR No ground water encountered. Assessors Sheet a Lot,N° 301 MAIN SM FAL OUTH MASS. L JOB-_N 8298 DW&WA 693 ' SHEET I AlI It I outlet pipes from the djstribution box shal I k 8 - 6 Outlet beset level for at least 2 from the box. Knockouts SFr AI I access Manhole covers for Septic Tank, Ova N o Distribution Pox and/or Leaching Pits set -� INLET OUTLET — more than 12 below finished gradeshall be raised to within 12"of finished grade. . Outlet Metal frame &cover or concrete cover Knockouts over "T's" where required. Concrete block masonry 2'_0" I -2" STEEL REINFORCED- PRECAST CONCRETE _ — or �� ,� _ — Brick masonry ,� "+ �3 'a�Removable covers 3 f` _ — � '� Concrete .cover'��_ 4, 2" -Conc. :'cover? 2' a p AA $ ->t'''--3' min clearance required.----*' u , ' f 4 �� .r ISLET —:. 8�� ,-INLET 2"min.inlet to outet 6"mm. _� 13 r. INLET--gym— � Outlet Outlet OUTLET1 OUTLET Knoc kouts nockouts- ' Liquid level 14" ". ,! ` 2 min. K 10 rnin. —min. - E. U 16 I c} - —5 , 6"min. — 6"- _� :f 6 CL 'min. — `a E� 210 E � .Q b_ O � ' - to i - �- TYPICAL DISTRIBUTION BOX J SCALE: I " = 1 -0 8 - 6': - �----- 4 -10 --�{ TYPICAL IOOO GALLON SEPTIC TANK SCALE: 3/s" = 1'-0-1 LOT 42 CHIPPINGSTONE RD. 8t HIGHPOINT RD. PLOT PLAN - DETAIL SHEET �,.. ._�� OF PROPOSED SEWAGE CISPOSAL SYSTEM ���OF . FOR 20TH CENTURY BLDR'S PHIS P ss IN I n F� �t MARSTONSMILLS BARNSTABLE, MASS. 0 En SCALE : as shown DATE : SEPT. 19,1978 DRAWN BY R.S.J. CHECKED BY PHILIP D. HOLMES iNhL CIVIL ENGINEER LAND SURVEYOR 301 MAIN ST. FALMOUTH MASS. N 78298. DWG.N2 A693 ; SHEET 2 SHALL OMPONENT SYSTEM PROFILE ALL �WITHCMAGNETICC TAPE ORBE NOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. Pond PROVIDE WATERTIGHT MIN. 20" DIAM. 1. DATUM IS APPROX. NGVD o� ACCESS COVERS TO WITHIN 6" OF FIN. GRADE � 9 PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE 2. MUNICIPAL WATER IS PROPOSED. 90 9, (EXIST WELL WILL BE ABANDONED AS POTABLE MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE EQUIRED OVER SYSTEM 88.0 SOURCE OF WATER). lyokebl' o0 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �� �� Wakeby Rood PRECAST H-10 RISERS (TYP.) 4. DESIGN LOADING FOR ALL PROPOSED PRECAST 2'0 4"OSCH40 PVC 87.9 2" DOUBLE WAS PEASTONE PIPES LEVEL 1ST 2' UNITS TO BE AASHO H-JQ *' OR GEOTEXTILE MRIC 85' Locus 5. PIPE JOINTS TO BE MADE WATERTIGHT. 10. EXISTING 14" a TEE SEPTIC TANK** TEE 86.5'f* ��� o00 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE o 84 5' o WITH 310 CMR 15.000 (TITLE 5.) �000-o-o�o�o 0 0 GAS BAFFLE::' °o POltd P� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 84.67' 84.5' g g o 2 0 0 82.5' NOT TO BE USED FOR LOT LINE STAKING OR ANY 7 7MIN. 6" SUMP OTHER PURPOSE. H-20 3050 INFILTRATORS MIN. 12" INT. DIM, 3/4" TO 1 1/2" DOUBLE WASHED STONE 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) 9. COMPONENTS NOT TO BE BACKFILLED OR ( 6.7% SLOPE) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.4' X 10.25' CONCEA4.6OF ' HEALTH LED AND P RMIISSIONINSPECTION OBTAINEDYFROMBOARBOARD 35.5'f OF HEALTH. LOCUS MAP LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR NOT TO SCALE FOUNDATION EXIST SEPTIC TANK 27' D' BOX 2' FACILITY CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT BOTTOM _ OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ASSESSORS MAP 27 PARCEL 31 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE N0 GROUNDWATER FOUND 77.9' WORK. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE (OR H-20 SEPTIC TANK IF IT WILL BE SUBJECT TO VEHICLE LOADING). G-W ESTIMATED AT EL. 47't 11. ANY UNSUITABLE MATERIAL ENCOUNTERED AS PER TOWN G-W CONTOUR MAP SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. LEGEND- E D 0 2g0 � \ � 12. EXISTING LEACHING g ACIUTY SHALL BE PUMPED 2 ' R=5 0 • 0 AND REMOVED. i 1 � � 99- EXISTING CONTOUR P� I 1 X 99•1 EXIST. SPOT ELEV. O \ r p 99 PROPOSED CONTOUR Q \ 0\ Nn [98.41 PROPOSED SPOT EL 0 52 f 7� TH1 20L,99 2 4 SF �86 30 �� SYSTEM DESIGN: TEST HOLE 86.5 O Y Z GARBAGE DISPOSER IS NOT ALLOWED 22 SLOPE OF GROUND �O 4 7 7.07 71) UTILITY POLE 89.48 �> 38 �\ DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD 7.18 \ USE A 330 GPD DESIGN FLOW FIRE HYDRANT PAVED X g cps � 3.82 � NOTE- NOT ALL SYMBOLS MAY APPEAR IN DRANANG 9 40 &9 DRIVE 8a SEPTIC TANK: 330 GPD (2) = 660 88.73 X 88.77 �o / RE-USE EXISTING SEPTIC TANK** TEST HOLE LOGS LEACHING: 89.52 / x 2 86.08 DANIEL A. OJALA, PE, SE 89.69 ���ES SIDES: 2(30.4 +10.25) 1.85 (.74) = 111.3 GPD / 16" OAK ENGINEER: EXIST. WELL o� 8g'fi7 0 \A 88. BOTTOM 30.4 x 10.25 (.74) = 230 GPD ' \ / TOTAL: 461 S.F. 341.3 GPD WITNESS: DAVID STANTON, RS ph-J 7\ \ / ��1 co \ DATE: JUNE 14, 2010 I 9.51 � ��' 12" MAPLE 6 USE (4) H-20 3050 INFILTRATORS, PERC. RATE _ < 2 MIN/INCH 2 C9 S 9\ WITH 1' STONE AT ENDS AND 3' AT SIDES DECK co CLASS I SOILS p# 12968 / 0.03 ' 0 8 \ 1 2 TOP FNDN 27 ELEV. ELEV. DWELL 9 .85 SJ / x 6" OAK �„ 88.3' 0" 87.9' 89.59 90.9, GP 85.57 MA SHED 9.0t ° 00 7.78 APPROVED DATE BOARD OF HEALTH G A A � �� LS LS E9.47 X 88. , . 1 0� TITLE 5 SITE PLAN 10YR 3/2 10YR 3/2 -®86 12" SPRUC 4" SIP EXIST. WELL 10" S 1 OF B B (DISCONNECTED) LS LS 08 . 7 Pay TOWN WATER (PER WATER 67 CHIPPINGSTONE ROAD 10YR 6/6 10YR 6/6 EXIST. ST** �oG�� DEPT.) MARSTONS MILLS 38" 85.1 38„ 84.7 PREPARED FOR r r?r3. BORTOLOTTI CONSTRUCTION/FLINT C C X 88.78 D� PERC JUNE 15, 2010 REV. JUNE 29, 2010 (ROTATE SAS, PROP. TOWN WATER) M/CS M/CS REV. AUGUST 2, 2010 (ASBLT SEPTIC, NEW WATER SERVICE) 2.5Y 7/4 2.5Y 7/4 1 . j oFM�ss ��HOFMgss off 508-362-4541 fax 508-362-9880 EXIST. WELL o DANIEL 9cs DANIELA.9�yG EXISTING SEPTIC SYSTEM SHOWN AS PER o� A 0JA1 A N� p downca e.com -®89-4g AS-BUILT ON FILE AT THE HEALTH DEPT. OJALA CIVIL N down cope engineering inc. No.40980 No.46502 120" 78.3' 120" 77.9' ��° ss,o P ��c, TE a`�`` Civil engineers Scale: 1"= 20' ' �jd �`gtio u�ve°�°a Fssl a ` --•- y NO GROUNDWATER ENCOUNTERED OT Ot tjy &Mrlt / land surveyors 939 Main Street ( Rte 6A) 0- > > 9 0 10 20 30 40 50 FEFT 319V1SN02dAT O-L, DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 10-119.DWG I i I