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HomeMy WebLinkAbout0048 BLACK OAK ROAD - Health 48 Black Oak Road Marstons Mills — — - A= 101 —095 - r r t. Y ta'• t oF� Town of Barnstable P* Department of Regulatory Services Public Health Division Date 200 Main Street,Hyannis MA 02601 Date Scheduled Kme Fee Pd. Soil Suitability Assessment for Sewage Disposal Q Performed By:_�I0(loeJ ?f qi cn}4, &I j GSA Witnessed By: LOCATION& GENERAL INFORMATION Location Address t{/1$n a, (Zo 44 -Owner's Name 0,�,T 4 ()orl V144 r' S Address v 2 C-e-('i- 2 ee 49 z)4u4 0AV- 2agQ Assessor's Map/Parcel: I O t (c i J I Engineer's Name NEW CONSTRUC71ON REPAIR Telephone# 5iF5 14 ZZ C:2Z Land Use Stt1Sl2 FCwld t / festde4l 6( Slopes(%) 5 l6 Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ---I_ft Drainage Way ft Property Line 7 I y ft Other - ft SKETCH:(Street nacre,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) lion Parent material(geologic) e u i°"'aS Depth to Bedrock Depth to Groundwater. Stanting Water in Hole: 7 l 3 2 Weeping from Pit Face J/3 2 Estimated Seasonal High Groundwater > DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: blrect-Otpseruo{toh ? f3z /3Z Depth Observed sanding in obs.hole: _ _ in. Depth to Sail mottles: in. Depth to weeping from side of obs.hole: 7_ _3 2 (n. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.fhetor �� Adj.Groundwater Level, PERCOLATION TEST bate 12-5-65 Time 0"Jo AH Observation Hole# I Time at 9" Depth of Perc 2(0 y y T Time at 6" Start Pre-soak Time @ I I'.0 1t ti Time(9"-6") End Pre-soak I I ' Y J A H Rate Min./Inch L Z ~ Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test into be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders. Consisten ravel Q r Fi ( ( Y- G A L 5 toy( 311 for f 1� LS /0. 1$-2-(o c-1 L5 2 I r4 10 -20% rack 216-7(o C-2- s 2. Y pl y — 10-20% q'0t-e-1 -A -1 2- 'r- N S 2 Y e/6 l ou se- DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Cons' en %Gravel) j Fitt y - � A 3/1 - - G L5 /0 Yr 5/6 - Ih-2b C- ( L5 2.5 Y"/Y 10-2.0% 5coW_ 26-76 c-2 C5 2.5 Y5/V - /0 -Zo%d �rn�el 76-132. C-3 H5 1-51440 faGse DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. oGravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi t n Flood Insurance Rate Man. Above 500 year flood boundary No_ Yes Within 500 year boundary No `� Yes Within 100 year flood boundary No— Yes Depth 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? `/t%S If not,what is the depth of naturally occurring pervious material? _.. Certification I certify that on jo-L7-9 9 (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 training,expertise an experience described in 310 CMR 15.017. Signaturem/WVDate Q\\ ElynC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION W S PSLaI-%Z on.vt (Zo^-A SEWAGE# ZooFi-Sow VILLAGE /if Aif Toa1 M i 11 S ASSESSOR'S MAP /&PARCEL /o 9 i INSTALLER'S NAME&PHONE NO. A�Occ✓+i.E t E�(�//i��3 L L L SEPTIC TANK CAPACITY 1000 LEACHING FACILITY: (type) 5 roneloss r rc.Hdn-, (size) (7- 1 o x 5 0 NO.OF BEDROOMS 3 OWNER 'D o n.t,q ✓ec.c 1-„�+.-c PERMIT DATE: (Q- S - I-0& COMPLIANCE DATE: 1 2 - 10-2 0 £ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility No 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 acid Leaching Facility(If any wetlands exist within 300 feet,,of1leaching f cilitty) Feet S LL L FURNISHED;BY C�o..J.> i q 3 2 3-y'�- ° 3 3 -Z� o -70 J A -*73.1 No. W THE COMMONWEALTH OF MASSACHUSETTS FEE foo BOARD OF HEALTH 6L I��,.1✓� — OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components Cf�catioi WK�.OW04j,Namen 5) Map/Parcel# �„ Address Lot# Telephone# Installer's Nam D ign is Name Address Address d� 4-A- e0 7-) Telephone# Telephone# Type of Building: 54 �X_ Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) ,O gpd Calculated design flow'546.3� gpd Design flow provided 3&3 gpd Plan: Date 12-g s - 2 9 Number of sheets 1 Revision Date Title H YS 3kore-1-� O A-f, Description ofSoil(s) gee eh44-, Soil Evaluator Form No. 1 14-1,1 Name of Soil Evaluator M+ Date of Evaluation / 2-5—Z40o cs DESCRIPTION OF REPAIRS OR ALTERATIONS tk­) !P-3z tc '`o S 1 The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date r c t( Vl ,_ /I Z --�.—C) Inss pections FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. -� , THE COMMONWEALTH OF MASSACHUSETTS FEE BOAR�^D� OF 'HEALTH OC�J✓t I-OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ()<) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components Location Owner's Name O 1 S 3 yA ��� Map/Parcel# l Address Lot# Telephone# p Installer's Name 1 D igner's Name C t' �.2�r r 7i 8J ,ram Address Address t, Telephone# Telephone# r �,k Type of Building: L Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 3 3 o gpd Calculated des' n flow 5 3 gpd Design flow provided 3'��.3 gpd Plan: Date ! Number of sheets Revision Date Title c-fk f3kAU- ©AA, n ,-��� Z� • , Description of Soil(s) Soil Evaluator Form No. I Z Y z'i Name of Soil Evaluator M.-1,Ij �� Date of Evaluation / 2 Zca o o DESCRIPTION OF REPAIRS OR ALTERATIONS h)s�) \'Q��3z, < i v -2- Serve Ie S S 1 !(a+ C-,.S t The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. a Signed Date Inspections w`' < --d FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No.a !1 THE COMMONWEALTH OF MASSACHUSETTS FEE u I�Ar %W41f- BOARD OF HEALTH CERTIFICATE OF COMPLIANCE ,Description of Work: i f Individual Component(s) ❑Complete System The undersi ried hereby of the Sew-age,Dis Disposal System;Constructed ),Repaired( ),Upgraded( ), ( ) g y yp y ( Abandoned has been installed in accordance with the provis ons of 310 C R 15.00 (Title 5) and the approved design plans/as-built plans relating to application No2CI)k' dated pproved Design Flow /i (gpd) g` Installer -A erg pI / a Designer:, E Inspector v fete 1 - (/ The issuance of this certificate shall not be construed as a guarantee that they/stem will`function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 r )"�? THE COMMONWEALTH OF MASSACHUSETTS No. )G�i ,' FEE _ �_ l'SaE1t/l,`ai�'sr3Ca BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair (X< Upgrade ( )ii Abandon ( ) an individual sewage disposal system at yy lBIVIL--J, O ol-, 0-04J M4.0s R/1,%, one, I i as described J in the application for Disposal System Construction Permit No. CD SUS. dated Provided: Construction shall be completed within three years of the date of this er.!�(A— FORM )local conditions must be met. Date 7 or - d Board of.Health 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBSS.WARREN'" PUBLISHERS- BOSTON 'I own of kiarnstante' ~ Regulatory Services • Thomas F. Geller. Director ;'4 Public Health Division :.-- Thomas McKean, Director 200 Main Street,lRyannis,MA 02601 Oft ce: 508-862-4644 Fax: 508-7.90-6304 Installer_& Designer Certif cation.Fornp Date: 1 - ►esigper -.. '� �t1 e{,��-7 �rac.__. Installer: Address: `>y C.rcynbCc r Address. P�� �36tic was issued a permit to install it g�cP3 Z (��te) (installed septic sys:etxl at_ i I ac k— Q K based on a d eiign drawn by (address) tCr £�U3irtie�rc r i T_r,c. dated bec em6 _ (designer) ...�" _. I (ertify that the septic system referenced above was installed substantial) according to thl: design, which may include minor approved changes such as lateral relocation of the: di;:tribution box and/or septic tank. I certify that the styptic system referenced above was installed with major change;; (i.c. grater than 10' lateral relocation of the SAS or any vertical relocation of any com anent of the septic: system) but in accordance with State & Local Regul�.tions. Plan revision or certified pis-built by designer to follow, oil"'any JUrI> 1'm —al ler's i zlye )Viis •11 tiG'i (lesikpner s Si e)....-.m.....- i esigner' Yam erg p ) TU TO BARNST E P flf%WSUI SI C a RTIF :AT ; LIAN I WI ANDAS- BUILT CARy AREC V Y luj�NK.YOU. 1 VIS C1hr. Q, liealth/SeRt:c/Uesigner Ggrtific ation Fonn 10 ' d L920 £Lz 809 DNId33NION33I Wd 0Z: b0 S00Z-0£-03G to 44AOCTI a SEVACE I'ERIIIT 110• v- Ati E IC3STA LLER'S 0AME 0 ADDRESS QUILD[ R - OR OVUER DATE PERMIT ISSUED 1� C. DATE COMPLIANCE ISSUED f_ S r'1 '- �,,�`=- :.�*�`�Kr'�fir- � S 4i H• J • � O � # z r i r i ,. � ; =� C U, — J" No..-•-•-••-�l7 ( � ( OT F�$............._.............. THE COMMONWEALTH,OF MASSACHUSETTS BOAR® OF HEALTH Town Barnstable ...-----.......... ........................0 F..........................._........_....._..._..---••-----..._......__...._......_....... ApplirFation for"Dispas al Works Tongtrur#iutt thrutit Application • hereb,,33� for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal System at: -l�o� 4 U 1 Lot 0 Blac7i Oak Rd. Marstons Mills 1 IVIiA .............................. ... .. ................�..................... ....... .,..................... .......................................__ Loc ti n-A ess _Capricorn _Rear `rust 765 Falmouth Rc4aldtIN°Hyannis - -•-------------------------•-•-----••----------------•----•---•--•------------------...........--- w Steve L e b el Owner Address ........... .Installer Address Type of Building Size Lot............................Sq: feet U DwellingNo. of Bedrooms._.......................................Ex ansion Attic— p ( ) Garbage Grinder ( ) aOther—Type of Building M11C ______________ No. of persons............................ Showers (2 ) — Cafeteria ( ) Other fixtures ----------------------------------------- -..... W Design Flow.......55- -..-oo____gallons per person per day. Total diily�flow._______33�_____________ ______ .. x Disposal Trench—No______________________ Width.................... Total Length...... ___..._.._..Total leaching area__._. _ sq. ft. Seepage Pit No1___.................. Diameter..... .�_..__..___ Depth below inlet._..6 i........... Total leaching area .. .__..__sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by._r'ldredge Engineering 11-25-81 --------------------- ..-----------..__....•••• Date--------------•-••......•••••-...----- 1 Test Pit No. 1 2 e�___:__.minutes per inch Depth of Test Pit. �____..____ Depth to ground watePone encounter— G4 Test Pit No. N/A.........minutes per inch Depth of Test Pot;_,r._______.__. Depth to ground water._N/.�____________ _ e •--•••••--•.......--- -•---•••-••••••••._._•-•••-•-••-••-••-••-••------•••••••••----•-•------------------••••--•---•-----------••--•••-------•-••_-•••------ O Description of Soil.........Q......-..2 __._.____loam_•& topsoil -------------------------------•--------------------------•••-------------•---- v 2' - 10' Medium yellow sand 10' - 12' med. white sand traces o� graver no water a�•-12' .. ----•----------------------------------------------------------------------•------------------------------------------ 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 T1TL- 5 of the State Sanitary Code—The undersigned rther agrees not to place the system in operation until a Certificate of Compliance issu by t e board ealth. Si ne ---••• • • -...jre.Sa_-a- t;qz lj6l Dat Application Approved By.._..----.-•••••......• G....--. ?i..:. (0 Date Application Disapproved for the following reasons:_.. --•----•-------------------•------------•-------------_...-----------------•---- ......................... .................................•-•-•----------•--•--•------••--------_.....-----------------------...---••-•••-•••---•••-•-•••--•-•-•-•----------•••-------•-••••-----•-••••••----•-•••••••-•••------- Date Permit .... Issued " C J......................... FimNo... Gl �77 s......- ............._. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable .......................__OF.......................................................................................... Appliration for Disposal Works Tonstrur#inn Upumit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System tat:# �Q _ �� O�.k_.Rd_�,.._Ylarstons Mills j, MIIA ........r......._.... ........ .---• --•--------------------------------- ----•-------. ......................_. Capricorn R6�i1'`1 y"?1-`ust 765 Falmouth R61aldI °•Hyannis ......................_...........-- -- ......:...------------. ----•-•-•--•-----------•---•••......--------•-•----••-- ... ................... Steve L ebel Owner Address a .......-- ----•--- Installer Address d Type of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms ranch .Expansion Attic ( ) Garbage Grinder ( ) p� Other—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) pa. Oth fixtures -----------------------••-- W Desl n Flow....... 1 ..- ��.. ��I�� .......................................... •-•-•....•---•.................. ns. WSeptic Tank—Liquid capacity .gallons Lngth ...... Width • __- Diameter________-____- Depth.. ......_.x Disposal Trenc —No..................... Widt _�._.___.._.-_-_-_.- Total Length...... _*_.._...._ Total leaching area..... sq. ft. h1 9 V. 2'66 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) DosinarkrE ~" dae Engineering 11-25-81 Percolation Test Results Performed by......................................... Date........................................ a .0 12 none encounte. - 0.4 Test Pit No. 1.1........_minutes per inch Depth of Test Pith A_._._____.._ Depth to ground water..,/�-------------- e (Z, Test Pit No. ................minutes per inch Depth of Test Pit!.................... Depth to ground water........................ -•-------- -p- O Description of Soil---------�-r- �'�-.....�.Oam & to Sol7.....................•-----••---------•-•----•--•----•--••------------._..._...---•----- x --_---lU Nieaium'yellow sarict-------------------------•---•--------------••------------------------------- v --------••.•-------------------------- �_r..._---12r-- feel: wYiite sariaftraces of graver/rio weer"at'- 12' W ----------------------------------•-••---•••--•---••---•------•---•-••••-••••••-•••-......--•••••-•-----•------•---------••••-•....-••-----•---•--••-••••--••-•---••-•--•-••-•-•....._............•..... VNature 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 TITLE 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....................................................................Pre.s-.••-• ................................ `- n J pate Application Approved By.................... -----�`�-----� -- GYM v t �i� .. t.. �.... • ---•-•-•-• .....-- Date Application Disapproved for the following reasons--------------------------------------------------------•-----------------------------•--•-••--...._........••--- ----.....-•---••------------------------------------------------------------------------------------------------•------•----------------------------------------------------------------------•---•--- _ Date PermitNo.------ a 9-- ............. ..................... Issued....................................................... Date THE'COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable ..................OF..................................................................................... Trrtif iratr of Tontplianrr THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed (X ) or Repaired ( ) Steve Lebel by ............................................ --------------.....-•-----•---------------•------------•---•----•----•---•---••......•-•----•--------- Installer�rtarstons Mills . P�iA Lot ;� 0 - Black Oak. Road at......................... ------•--------------------------------------------------••--_...._....-•-•-•-•----•••------•---••••-•------••---•--•--•---•-----•--•----•..........--•------------ has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..�1 cf;;.I- ............. dated-------1p11_-.)... 4.1........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTE THAT THE SYSTEM WALL FUNCTION SATISFACTORY. DATE._...._.�J .... --•----•-----••------------- Inspector..... C- c THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable �-� ...........................................O F.------........._.__................................................................. D No......................... FEE..........--••... Disposal Vorkv Tonotrurtion rrnti# Steve Lebel Permission is hereby granted - ----------- ----------- to Construct Or ) or Repair (: ) an Individual Sewa a Disposal System at No.....T of .150_•.-... lack .Oak Road, larstons Mills , i+,A • . • • . -••-•-•---------------•---•------••-•••--•-••------....... Street as shown on the application for Disposal Works Construction Permit No ��...9'7�ated_..___._..._v���..�...._.... 11 N Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS i iaJ a' }. j +,f f 5 f h7 N 71, ali It 1.4 If s A J 1� ate' {4'GER Ge3 .: �.o7'47 e jam \ 0 CVAJ 4 E ;Sep �o e. OF Af4s AL s RSE ti No.10951 O py..9tj •o p �lVl 4i .V ROBERTSS/ONAI Ea END IA IST1N.t S POT ELEVATION p 0 ELt3hEU tIRT10�1� CONTOUR ---- O ---� C ' CERTIFIED PLOT PLAN I #S:HEID SPOT ELEVAT.IOId y ,r .. ��o sa�' e ���i� vA i� �z ` r� iSHED CONTOUR 0 -�' �. 'T S t_ •` /Vf,4 /�,'TD/f.S /1il i G LS E The aocation of any existing u derund sewerage, _.,.. we;l'ls;'or .other utilities shown. on t};is phani 'appxox-' AN. . ijriafe`only as determined from 'records:Yand%or Verbal' -` infQxmat.ion. .The' contractor` �a is responsible`; fox ahe _' I 1°da. 3L, ,. -` Sd' uerficat;ion of the .existing locat.ionis �n} the field..= SCALE, 40' DATE 16 %Z.3 /� u �D�'El� E EN9071N ERING1 ��r- -- I -•----• CI�i �T I CERTIFY THAT THE PROPOSED f s y FIGIS.TERE RIEAISTEREd S BUILDING. SHOWN ON THIS PLAN CIVIL LAtdDra A� ;, s �- CONFORMS TO THE ZONING LAWS E'I G .ER RV ��, DR�I�Y t . :: � 'OF .;BARNSTABL E , MA s '712 M-A1 N,,. STREETBYE N S, MA.gS. "Otr` A: E EG. LAND SURVEYOR I IV 07E /F E/THER 7,We-5EP7/C TA V I< OR 240 M!N- LE,4Cg11vG PST ARE MORE THAN /d~BEtOJV �rRAOE� A 24'P/AM E7' COiiER . /O RT M/N SJIALL eE BRaVGHT 7-0 GI�APE.�AN F✓YTiPA ` q"ONC P/PE i OYERSE AVAI- P/TCR hrEAVY CAST'/RO/Y COP— Sh�ALL BE US�P` EL .9G p �w,pFT /F/N DR/✓EY✓AY `a C'ONCRLL- 2�• M/N. l a►: i— G .•IGE Co iNEft CLEAN SANG ' • . BACxF/LL ,a .r L/Qtl/!�LEVEL Y_ a'LAY—R 77111 _ ya=. � •� o� GAF //jg -'3�®" ✓RG?IVk_P/PIS /�O p p o ,:Q � � . v /rlJ1V.P/TGN'' GAL. • • . •.•• r e �, WASN£-,D 5MNE SEOT/C TANfC DQ/syT, •. b , . . . . . . •.• .; I e• p • •EFFECT/✓C. • • 4 • • ► • DEPTJ� •.•�.• P WASHEO STDiYE .. - a�0 • • • • • O•• 4 .Re • • - lf' 40 x Z.,f `¢7 g • �' ' • . • e • •• D 10 i s P�PECASTSEE�AGE • c� S�B GF��A)` O r o . � •' • e � r• e o ." P/T DR 1�PtJ/V.; f�[Y�/t"T ELEt/AT/GNS f-'iT- Gstp/� T� 44M /Ni!SEJ�T`AT BLIfLDiNG 87` FT 3 K ; /NLE7fT 7AgWI ATION} _ OtJTtET SEPTIC,TANK .$?,..( FT_ . � � "-t •: t GJ?oU/VD. JtC=ER TABLE Y }. /JV.GEf D�,S e X` ZR/Alf7PJDN - OtITdET�/STRl�ltl/ON'�O�X SECTION.,OF': `. f�yT'LEACN)Mlr I-417- o2:y /�� SE#•!/AGF Q/SPAS/4 L. SYS7146M -rA1J1-AIBJN - � ���;;�,, :<;t , _. .- �. .;:;�,,• �'�� tom►'' DESIGN'yC1@OTIA: `Y OJemfiEA/S/QN41Fz ,�u�BER�o/=eE�ooJys � 3 - .. • ' .f , G�1R�lGED�SPO.SAL UNIT� - - .. - Tt3Ti4L E3TFMATED FLOAt/ °330 G.4LIDAY 80/L TEST l�/ SO/4 TEST�2' 4E4cirlNG Firs ' / FCE✓. 91�6 Etgl! PATE OF'So/L: TEST L %` S/QF..GL•ACHJNG PER..P/T t��, ITT. . r '' RESU4rS i?1J7"NE5SEO BY 80rTOM 164CM/I4G Pw1t PJT 7S-- $!a. FT_. •p,e} ACRCOLATION,R `�A7 f .. . . EC /ONT2Y N.fTOTAH T.4 2 fIVCH' .QESEa�E L ECH//V6 AREA M FT. s r. z - b sA-nroS-01o�c_ TEST p- � / x2A rl :. GK. OJT-/< . OF DIVE A MA .57 lira E KE . . RSEF No.1095 O 4 ?tom .eBdAl. .9F NY•4A 'M E �FG(V� � '_ a y p [STE v : lVOC tJN mlA, ' •::l'"s� T' 25,b 9' r , PROVIDE PRECAST CONCRETE GENERAL NOTE S T.O.F.2 EL.= 66.7' ± EXTENSION RISER WITH CONCRETE INISH GRADE OVER D-BOX= 62.5''f COVER TO WITHIN 6"OF F.G.OVER 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 63.4' - 63.1 T1 V OVER RI T SLOPE @ 2% MIMI. 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION INLET AND OUTLET COVERS. a REMOVABLE COVER O E RISER O INSPECTION PORT WITH ACCESS 61.4' - 61.3� /T2 ' FINISH GRADE WITHIN 6"OF FINISHED GRADE " \ ) METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 63.5�± FINISHED GRADE OVER TANK EL:= 63.4�± 5"DIA. OUTLET(S) BOX TO WITHIN 6 OF F.G. CODE AND ANY APPLICABLE LOCAL RULES. (ONE PER TRENCH) 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE • DESIGN ENGINEER. i „ PROPOSED 4" 9"MIN. r " n , EXISTING 4 36 MAX. 9"MIN. 60.43 (T1) 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE � PVC SEWER PIPE 36"MAX. TOP OF SAS/B.O. = 58.43'(T2) SYSTEM UNLESS OTHERWISE NOTED. " ^ 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3 3"DROP MAX " 9° PROVIDE WATERTIGHT _ 3 2 DROP MIN MIN.SLOPEQI% JOINTS(TYP.) ELEVATION =60.43 (T1)AND 58.43 (T2) FOR A DISTANCE OF 15 AROUND THE PERIMETER OF 10" 4"PVC IN FROM THE SAS, UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. ' 4"PVC OUT TO 1.33' AND THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 14 -I- SE PTIC TANK � .{� _ nJIT TYP I - TYP. o LEACHING FACILITY (TYP.)p 90� [ERd 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM. 12" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. � CONTRACTOR SHALL � CONTRACTOR SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 60•30 MIN. 60.13 60.0o'(T1 \-59N.10' 1 57.10'(T2) 2.875' (34.5") 5J5 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES 22".ZABEL FILTER 6"CRUSHED STONE (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS i EXISTING SEPTIC AND REPLACE AS 58.00 T2 5.0 NOT T A IL WITHOUT FIRST OBTAINING APPROVAL-FROM BOARD OF HEALTH MODEL#A1801-4x22 OVER MECHANICALLYO O BE B BACK FILLED OU S O GI, TYP. ( ) 11.50 NECESSARY _ i TANK I COMPACTED BASE 5 MIN. AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 30.0'(TYP FOR BOTH TRENCHES) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 65.00'ESTABLISHED --- TO BE INSTALLED ON A LEVEL STABLE ON A NAIL SET IN PINE TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 51.00 EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES To BE LAID LEVEL. "STEPPED" 9 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW BIODIFFUSER (PROFILE) r BIODIFFUSER (END VIEW) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES T1 =T 1 2 - ARC 36HC (#361 6BD) BIODIFFUSERS TO THE DESIGN ENGINEER. CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTIC TANK PROFILE ^_ BENCH 1 DISTRIBUTION BOX DETAIL "- 'T2 -TRENCH 2 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. i TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT: NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTE: ENTIRE PROPERTY IS LOCATED WITHIN AN APPROVED DEP ZONE 2 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM TEST PIT DATA APPROPRIATE AUTHORITY. • 12427 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS PERC NO. �- +►. . LOCATED UNDER PAVEMENT,DRIVES OR TRAVELED WAYS IN WHICH CASE INSPECTOR: Donna Z. Miorandi, R.S. THEY SHALL WITHSTAND H-20 LOADING. { * . EVALUATOR: Michael Pimentel, E.I.T. ��: ^�►. • DATE: December 5,2008 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. • ' TEST PIT#: 1• 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE III .. N MATERIAL IN AREA BENEATH.AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP= 62.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, E WITH 1 M 15.255(3). - FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE H 3 0 C R R 51.00 :r ELEV WATER Zk { 5 � 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN a MAP 101 , f PERC RATE_ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. x a = 26"-44" DEPTH OF PERC PARCEL 94 ��;; � ��x��. 16. PROPOSED PROJECT IS LOCATED WITHIN: Cn ?>- Y TEXTURAL CLASS: 1 ASSESSOR'S MAP 101 PARCEL 95 LOCUS OWNER OF RECORD: ROBERT C.VECCHIONE and DONNA M.VECCHIONE gPROPOSED INSPECTION o00pti ri , LIVING TRUST n PORT WITH ACCESS BOX NO$°� 00 ADDRESS TRUSTEES OF THE ROBERT AND DONNA VECCHIONE • 0" 62.00' 48 BLACK OAK ROAD TO GRADE(TYP OF 2) 160 r EXISTING 1,000 GALLON SEPTIC TANK TO ►�j1►� * �- o� � vF{II ' BE UTILIZED AS PART OF THIS DESIGN , � � ' r 4" 61.6T MARSTONS MILLS, MA 02648 y �f, Loam Sand PROPOSED TOTAL 12 / �`•.�- 10Yr 3/1 , ARC 36HC BIODIFFUSERS \ o\ 6" Loam Sand 61.50 FEMA FLOOD ZONE C y o �� +: cl o r•.. B COMMUNITY PANEL# 250001 0015 C (6 BIODIFFUSERS EACH g " APPROXIMATE LOCATION OF EXISTING 1 TRENC 2 /',_ ), t'� 10Yr 5/6 TRENC DISTRIBUTION BOX TO BE REMOVED ^ 60.50' 5 \ V , 1 8 17. DEED REFERENCE: BOOK 22421, PAGE 275 Loamy Sand C-1 2.5Y 5/4 A8. PLAN REFERENCE: PLAN BOOK 334, PAGE 5 10-20% ravel s ( gravel) ) � cp APPROXIMATE LOCATION OF EXISTING ' 26^ 59.83 19• ALL DISTURBEDHALL BE RESTORED TO ORIGINAL T CONDITION. TRENCH 1 o 60 ,r LEACHING PIT TO BE'PUMPED AND '� � � PI t AREAS S RE RIGINAL C ON Pi FILLED WITH CLEAN! COARSE SAND . „: l`1 _art 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 2 0 ` , ' . . ' �r 44 58.33 \ _ } a __ . ` --- - FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY ti I , < ZO N E 2 as Coarse Sind FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. C-2 2.5Y 5/4 o (10-20%gravel) t TP 2 �o d t n7 �Z ^ tJ \ " t Q 65.0 e� N 0 55.67 6 I, 76 \ MAP 101 - 0 o 0 \ I © PARCEL 95 _ LP + LOCUS PLAN Medium Sand C-3 2.5Y 6/6 4 =x- 20,000 S.F._ MAP 101 (l oose) BIT. DRIVE <o PATIO SHED , PARCEL 114 SCALE: 1"= 1000' #48 G� \ 132" 51.00' 8� GAS � EXISTING ' • � No Mottling, Standing or Weeping Observed 3-BEDROOM \ yes DWELLING / DESIGN DATA TEST PIT DATA LEGEND °as a �vu �P\-� TOF 1 =70.7'± 60 12427 50xO EXISTING SPOT GRADE .a '� TOF 2=66.7'± NUMBER OF BEDROOMS DESIGN 3 PERC NO. - - - O DECK f �. (DESIGN) - 50 oo \ INSPECTOR: Donna Z. Miorandi, R.S. EXISTING CONTOUR o \� 110 Z DESIGN FLOW GAUDAY/BEDROOM MAP 101 TOTAL DESIGN FLOW 330 GAUDAY EVALUATOR. Michael Pimentel, E.I.T. 50 PROPOSED CONTOUR M December 5 2008 7G 62 EPS� PARCEL 113 DATE: DESIGN FLOW X 200 % = 660 GAUDAY TEST PIT#: 2 O/H/W EXISTING OVER HEAD UTILITIES 2 � f �2 \ i' s 0 o GAS EXISTING GAS LINE 0 TANK 1 1 GALLON SEPTIC AN USE EXISTING ,000 G O C ELEV TOP= 65.00 2 ELEV WATER= <54.00' W W EXISTING WATER LINE O� � S\ I 'v* TEST PIT LOCATION / oaf Benchmark SWING-TIES PERC RATE_ 8 p Nail in 6"Pine Tree DESCRIPTION HC SC INSTALL 12 - ARC 36HC (#3616BD) BIODIFFUSERS DEPTH OF PERC= Lp EXISTING LEACHING PIT G - O X Elevation -65.00 l , A rox. M.S.L. \ � BIODIFFUSER CORNER(1) 19.0 19.7 TEXTURAL CLASS. 1 SYSTEM CAPACITY Q EXISTING 1,000 GALLON SEPTIC TANK , , ^-� MAP 101 BIODIFFUSER CORNER(2) 39.2, 47.9, (TOTAL L.F.OF BIODIFFUSERS)(7.8 SF/LF)(0.74 GPD/SQ.Fr.)= GPD PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE J , ER 3 45.7 46.8 BIODIFFUSER CORN O 011 65.00 PARCEL 96 (60.0)(7.8 SF/LF)(0.74 GAUSQ.FT.)= 346.3 GAL. LEACHING/DA`Y BIODIFFUSER CORNER(4) 30.2' 16.8' A" LoamyilSand 64.67' O PROPOSED DISTRIBUTION BOX I 10Yr 3A PROPOSED ARC 36HC(#3616BD)BIODIFFUSER TOTALS: 6" 64.50' \ wN + Loamy Sand o$ 0 3) TOTAL NUMBER OF BIODIFFUSERS: 12 B 10Yr 5/6 " o TOTAL NUMBER OF COUPLINGS: 0 18° 63.50' (2 TOTAL LEACHING AREA: 468.0 SQ.FT. Loamy Sand C-1 2.5Y 5/4 REV. DATE BY APP'D. DESCRIPTION TOTAL LEACHING CAPACITY: 346.3 GALJDAY " (10-20%gravel) 26 62.83 PROPOSED SEPTIC O OSED S P C SYSTEM UPGRADE 1 NOTE: PREPARED FOR: EFFECTIVE LEACHING AREA OF 7.80 SF/LF OBTAINED FROM THE Coarse Sand C-2 4 2.5Y 5/4 DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER CAPEWIDE ENTERPRISES ^ ^ 10-20% ravel MODIFIED CERTIFICATION FOR GENERAL USE ISSUED TO ( gravel) (1 ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST HC SC MODIFIED JULY 23,2008). TRANSMITTAL NUMBER=W000052. 58 6T LOCATED AT 76" Medium sand 48 BLACK OAK ROAD C-3 2.5Y 6/6 MARSTO N S MILLS, MA 02648 � SHED loose o (loose) G #4 8 132" 4 SCALE: 1 INCH = 20 FT. DATE: DECEMBER 8,2008 5 00 EXISTING 0 10 20 40 80 FEET 3-BEDROOM No Mottling, Standing or Weeping Observed �,jKOPINIONS r� ' JpHN L. wm PREPARED BY: o CH a; DWELLING � Rc ILL a _ , RESERVED FOR BOARD OF HEALTH USE J . JC ENGINEERING INC. TOF 1 - 70.7± L TOF 2=66.7'± N ,a0 2854 CRANBERRY HIGHWAY NOTE: , EAST WAREHAM, MA 02538 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG SITE PLAN SWING-TIES PLAN 508.273.0377 COMPONENT. "_ SCALE: 1"=20' Drawn By: BSM Designed By:MCP Checked By:JLC JOB No.1536 _ EDGEO F EACH SEPTIC SYSTEM THE TOP SCALE. 1 -20