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HomeMy WebLinkAbout0295 PRINCE HINCKLEY ROAD - Health 295 Prince Hinckley Rd. A= 171 — 120 Centerville 1 TOWN OF BARNSTABLE LOCATIONQg5`pPa:WU t,�LyLGy . SEWAGE#Q6Ja-Q7a VILLAGE OntASSESSOR'S MAP&PARCEL 17/ INSTALLER'S NAME&PHONE NO. F-OkE VA 17 -3593 SEPTIC TANK CAPACITY 1000 CAI- VS—3 LEACHING FACILITY:(type),q-500 GAL WAM6M (size i'3xaS 1°� b l WAS41 NO.OF BEDROOMS OWNER -1-T'A AS PERMIT DATE: COMPLIANCE DATE: I Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 14D UWaU 1KFeet 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 A B �- 1 y8! . A- , A-OIshf 6- 3 55 A-3 34 A-y 37' 1%a sTopE y'APovo�� No. .� D / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer.: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Z1Pplication for Mi5pogar 4p5tem Con0truction Vermit Application for a Permit to Construct Repair Upgrade , Abandon '< Complete System Pp O 1IP P�) Pg O O ❑ P y ❑Individual Components Location Address or Lot No. 295-Ph Vho4kJej Roc cQ Owner's Name,Address,and Tel.No. G9n-ee v l l l e, 1 R I H& V.wr%va k 0's [[11 1 Assessor's Map/Parcel ails R•»ca. %+tn&jtlaj 90a,6e4wYM-e Installer's Name,Address,and Tel.No. yD4' -35 A3 Designer's Name,Address and Tel.No. 'Sol eh/121 G.N T [pyS-frty.t,4to✓ g�JG �iCY�nQ Type of Building: Dwelling No.of Bedrooms 3 Lot Size Q���q sq. ft. Garbage Grinder ( ) Other Type of Building 6 f�Q No.of Persons Showers( ) Cafeteria( ) F Other Fixtures Design Flow(min.required) 3 3p gpd Design flow provided 34 61 gpd Plan Date momeL�, —7 1,20 1 Number of sheets Revision Date Title /� Size of.Septic Tank V D6 n &.16r, �xlb�Type of S.A.S.`��Goo ��� s �/4,t564-- prawn.!/ Description of Soil [ Nature of Repairs or Alterations(Answer when applicable) Wt „( Ga�,� A shcv^ Qj 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 S of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o Health. Signed Date 7j Q Application Approved by Date ? 7 i �— Application Disapproved by: Date for the following reasons Permit No. 2 oil— 7 Date Issued 2 7 2. No. � F Fee U U �.TH..g THE COMMONV�ICAL OF/kASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Mizponl *votem Cory.5tructiou permit a; Application for a Permit to Construct( ) Repair(k) Upgrade( ) Abandon( ) E Complete System ❑Individual Components o�C) �J) Vf tnLlCle I ,,Q Location Address or Lot No. »C c y � Owner's Name,Address;and Tel.No. ° 6.0-r1�er v l f- 1 R r l-a V,,,n vc,V C5 Assessor'sM.ap/Parcel I ' 1 9C15 Pry»La 1-��,�Ll�►c� �t�Y,C,C��rc�Y11� 2 Ins�ller's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (r�Nt'LI G.N'f . Cor-s'frcac,�o✓ rr 135C �-4 1 Type of Building: .i Dwelling No.of Bedrooms 3 Lot Size 9Gj,till"I sq. ft. Garbage Grinder ( ) Other Type of Building Gj Q No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �(> gpd Design flow provided 1�y ell gpd I ,, Plan Date fn(nr o, , ,2b/o� f 1 Number of sheets Revision Date Title Seuc.c.11 j ��c F k. R ,,✓ Size of,Septic Tank K OO r� f—.,1��,, �GM,�I-,_ 1Type of S.A.S. m Description of Soil C 4.6 \Z Nature of Repairs or Alterations(Answer when applicable) !v d („ �I- Date last inspected: a 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 Application Approved by A Date 7/2 '7/1'� Application Disapproved by: , - Date 2 for the following reasons " Permit No. 2 0 ' G / Date Issued 712 -J//2 ---- — ------ - ------------ -- _ --_ --- --- ---. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( k ) Upgraded ( ) Abandoned( )by at CI�- ( Q has been constructed in accordance with the provisions of Title 5 and the for DisposA System Construction Permit No. ? 0_7 dated 3i7 7 12 Installer ri �l� Designer l,;c.. #bedrooms Vet'4L Approved design flow 3-An gpd The issuance of this permit shall)not he construed as a guarantee that the system wiblf-unc ito n� ed. Date / !/ Inspector {� 1. /--+�'�-- -� ------------------- No. 0 19-- Fee //_ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lwizpooal 4p!5tem Con5truction Permit Permission is hereby granted to Construct ( ) Repair ) Upgrade ( ) Abandon ( ) System located at A�,5 ? 1ne c 1�C,r+�l6A 1�-,�.J �eI,\}-<-u1 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this errnit�) Date 3/2 7 r' a— Approved by Town of Barnstable �t Regulatory Services all 51, Thomas F. Geiler,Director w MB = Public Health Division EO MA'I �`� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 4/13/2 012 Sewage Permit# Assessor's Map/Parcel 171/12 0 Installer& Designer Certification Form Designer: BSC GROUP, INC. Installer: Enright Construction Address: 349 Route 28, Unit D Address: 349 Route 28, Unit A W. Yarmouth, MA 02673 W. Yarmouth, MA 02673 On was issued a permit to install a (date) (installer) 295 Prince Hinckley Road septic system at Centerville, MA based on a design drawn by (address) BSC GROUP, INC. dated 3/07/2012 (designer) X 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 required) was inspected and the soils were found satisfactory. -Nll OF MgsS9 BRIAN (I staller's na c YERGAT N -4 CIVIL 9 No.46206 STE esigne Sii na re (Affix D Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office formsWesignercertification form.doc • of� Town of Barnstable P# J�� Department of Regulatory Services F Public Health Division J NABS. Date a�/ ��i� 200 Main Street,Hyannis MA 02601 s. - . Date Scheduled � Time Fee Pd. Foil Suitability Assessment for Se e Disposal Performed By: r Witnessed By: LOCATION& GENERAL INFORMATION Location Address 295 PRINCE HINKLEY ROAD Owner's Name CENTERVILLE, MA Address 295 PRINCE HINKLEY ROAD g Assessor's Map/Parcel: 17.1-120 Engineer's Name THE BSC GROUP, INC. N13WCONSTRUCPION REPAIR'(' Telephone# 508-778-8919 K,ReW—• _Gmop ¢C c1 Land Use_ RL i DI lIT I A L- Slopes(96) Surface Stones Distances from Open Water Body ft Possible Wet Area ft Drinking Water Well ft 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) • rPr2•�io'_�fP-1 of Iq PRINCE HINCKLEY ROAD • ,n,`` i Parent material(geologic) 0 Q- \-J A S!{ Depth to Bedrock 1V Depth to Groundwater. Standing Water in Hole: Weeping from Pit Fnee Estimated Seasonal High Groundwater �rt DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: %Caw Qr-' i' 11 IT Depth Observed standing in obs.hole: id, Depth to soil mottles: in, Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj,factor,,,,,,.,._._ Adj.Groundwater Level,, PERCOLATION TEST Dateddia. Ti me 1�a 3a 3 Observation Hole# TF_1 Time at 9" . � y Depth of Perc ��' Time at 6" Start Pre-soak Time @ % Time(9"-6") End Pre-soak l% ' RateMin./Inch 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 0 DEEP.OBSERVATION HOLE LOG Hole#-If)=j Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Ansistcncy.%'Gravel) 0 —2,`A F ILL, LS i®Y�3La- 3 -1 e C, 0QAIKSSA�40. Z;,TY .ri 3 DEEP OBSERVATION HOLE LOG Hole#..t/*=: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Grave SA 0'I' DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenev.%Gravel) 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Noll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. Consi t n Flood Insurance Rate Map: �f Above 500 year flood boundary No_ Yes .✓ __ Within 500 year boundary No Yes Within 100 year flood boundary No. X 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? Y erg If not,what is the depth of naturally occurring pervious matorial7 Certification (date)I have passed the soil evaluator examination approved by the I certify that on k j Department of Environmental Protection and that the above analysis was performed by me consistent with the required raining,expertise and experience described in 310 CMR 15.017. Signature Date 1�` Q:1S.EPTlCTERCFORM.DOC VA LO TIO� ' SEWAGE PERMIT N0. VILLAGE INSTALLER'S NAME i ADDRESS } 0 U I L D E R OR OWNER �d�. 5.�6 �i.a7i�.,L.i�Po• �� , DATE PERMIT ISSUED DATE COMPLIANCE ISSUED _ ��_ fi 14 45, F......J�................... � THE�CO�O�N®ACTH OF`M c��USETTS RR H .---.....OF......-..9 ................ _ ....:..........-..-........... \ . Appliration for Disposal 10orke Tonstrnrtiun 1hrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Sy ... at.•--.-----.... .... . .......... Location-Add es Lot No.......•............•. .......zkgaG ............... -...... Owner W ...... .._....:f. ......••.................. ................ Installer Address Type of Building Size Lot....Z j........___.._..Sq. feet U Dwelling—No. of Bedrooms.......AX................. .....Expansion Attic Garbage Grinder (A�O .............. No. of ersons...._._..__................. Showers — a Other—Type of Building .............. p � ( ) Cafeteria Otherfixtures --*'_ 5---_-"._..-•-•---------"----•-------------------------------------...---------._...... W Design Flow.........-. --- -----------gallons per person per day. Total daily flow............... WSeptic Tank—Liquid capacity allons Length................ Width................ Diameter____-___-___-._. Depth................ x Disposal Trench—No_ ____ _____________ Widt ......r._..------"- Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.../ ._._._.__.. D .......... Depth below inlet- Total e. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosin tan ( ) / `" Percolation Test Results Performed by. ..-...•. !' ............................ Date..... .'_ _ ..7 Test Pit No. 1----- .minutes per inch Depth of Test Pit.................... Depth to ground water..__.................... lZ, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ x Description of Soil �_.`. .'.__ ........................S..`... - ----- U .---------•-•-•-••-------•------------•---••-•---•---•......•-----••--------------------------------------•-.......... 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:ITC is 5 of the State Sanitary Code—The undersigned furt r agrees not to place the system in operation until a Certificate of Compliance has been iss e" by the bo Of liea . Signed ,• ......... .... - ., Date Application Approved By.__._____ . . 71 Date Application- PProved for the following reasons: ------"--------•--------------- ....•._........---- --....----•-------------•--•-----•--------------•--•--------....-•------------------.......-•-------...--••--•••••-•......--------•--•----•-----••----------•---•-••-----------------------•......--•--- �/ Date PermitNo......................................................... Issued_-- ...._l --- � ----••-------------------- .Date No........... ..._ ... FEs.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 11�� ..... ....................OF..... .L........ ..--- -.. ....----. ......... ......._. Appliraa#ion for Disposal Works Tomitrn.rtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Sysikem at Ile ff Location Add es Y Lot No. .................. ............................... ........ ...---...----- ........ .......... e-- Owner Aes � r Installer Address Type of Building Size Lot...........................Sq. feet w: �-, Dwelling—No: _._Expansion Attic (, ) Other—T Garbage Grinder e of Buildin a yp g ____________________________ No. of persons__.___.__.__...._...._.:._.. Showers ( ) — Cafeteria ( . ) , d Other fixtures . �"'-------------•-------- -....-------------------••----------•-------------------------....__ [------a.. W Des1ign Flow..... ____ ........__.,gallons per person per day. Total da y flow................ ... .. .....gallons. WSeptic Tank—Liquid capacity r� allons'' •Length_______________ Wi h �tet�er__._......_..... Depth................ x Disposal Trench No .. Width/........... • t3l L ret Total leachin area_! r7 �l � '----- g ,2-- --/- --ter• Vol,!Seepage Pit No...__ . Diameter .. 1...__..... Depth below in ................... Total leaching area..................sq. ft. Z Other Distribution'box ( ) Dosing tank ( ) Percolation Test Results Performed by............................................................................ Date........................................ Test Pit No. L_. ""...minutes per inch 4 Depth,:of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit................... Depth to ground water........................ .Description of Soil-•-•-•--••-- ._Q..`.�..":. ��r -��'" �^�' �� V ......*------------- .._•------------•-------•-----•--------...-••--------------------------------•---•--...••-----•----------•-••--------------_---- ----- .----•-••-•--•--.•.....------------•-----•------ 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 TITS.`: 5 of the State Sanitary Code— The undersigned furTer agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of heal�tth -::..t : _._... ter".» ,.,�. Signed ; `rr ................ _ Date Application Approved By...... .....- _ ! !' ....................... Date Application Disapproved for the following reasons:............................................................................................................._ ..........................................•------.....-•-•----=---.....-----...........-----•----......------......-•--••---•----•---.........--•--------•-------------•-------------------------....--- Date PermitNo.................................=-•--••--•.............. Issued......................................................... oz, Date THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH .....,0 1.1 W. . L........-..OF..... ...................... Trrxifirate of TompliFanrr THI Ise O C RT at the Individual Sewage Disposal System constructed (�or Repaired ( ) by-- Get' --- '. ............. ................................................. �� .. ser at..........; '" ""'Pr'-'--------•- ......... dam+ has been installed in accordance with the provisions of 5 of The State Sanitary Code as descri ed in the application for Disposal Works Construction Permit N . .............//.7._.._..... dated_.. ' !. " _ - ------._-.--.- THE ISSUANCE OF THIS CERTIFICATE SHA NOT BE CONSTRUE® AS GU RANTEE THAT THE SYSTEW W144 FUNCTION SATISFACTORY. DATE............ 1. .` ......................................... Inspector......... (-_._.... ... n� THE COMMONWEALTH OF MASSACHUSETTS 5 BOARD OF HEALTH /I...... �t��tD���t nr � �rn�URn k'raltt# Permission�isrkereby granted. 1 � .......................................................... to Constr ct` ��) or air ,( Irfd�ividual ew-age Dis S30s at No.. .-C •--..--.. M''lf r Street as shown on the application for Disposal Wor s Construction Pqpfivt No................... a dWea _r".1/t"'. __........._ Board f � o DATE................................................................................. . FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS A��tG►�l UQ.TA S►UGl_� t=AtintL.� - 8®tzt�oM s .� . � jv�.l r=�' ..a `' 4!O GAr 's,oc.S UFziQt.>E:P-- Z, ie,`t' 1 r->.&t Lq 1~"L.ow _ 1 to 4 3 t 330 G.p.w. - .W-V=F.. -rG 'i'A*-tK. = 33ov fr�-D % • 4q5 6-P.D. U S� t OOp ISAL . ISPoSAL PPT - usE loco GA-L .. ,-,UZ /ALL A C-A = l�jp S.P. ic,Co SF 2.S • 3 7S G.P.D. �Y 1B4VT'7Z7m .r SD �ToTA L "�ESIGN = 4ZS G.P.D. -•� tj,"w"Z-OTAt_ tDat t_�f FLOW - 33D 6.PD. �G� PMfZGtJLDT1OtJ CtU SAtP . 02 L�SiS. ,r 10VA4P.47/0ti/ /G t J -•i -7A (A. Owl i 1 Piz tJc;--- C4LE,-t -re- 7r (2,l� �0 PC,,:4rl + Tot' Pyo =tc>o.c. -- l.od.li �'P.ve loan } 4' SJt3, -Box 9a.G Sc-Qnc l o 2 twv.; TA►dK O�oO qG.o �wV. tw.. . RG"L P,-t• a? �►-/ � � wAs►+at� STo►.i� Qo,O ' r_ CE�TtFiEt7 PLOT' Pt.. tS.til PtzoF-t L-E-- L o GA T i O" IZ' _t.=f3li b to 2:1 do wk7gr�— Pt_ 4t�1 1ZE�'i=12E�.iGE I cwz-riF=,-{ Tt-Wr THE -oV1.1DATio1J SN�►J W s- iz—oi4 CC-)AA LI-eG W 17N T►-1` 51 D E LINE L ar `74 AuD SC-T[�>ACIG G'C-4U1�EAit;_uTy o� TNT 'TdWb.2 of�- �P�.IgT �.1.5(Ci lrL.l tom!�(./►i..';; I[:. . riATC 1=1. r 1 -..��,.1 '�.dct/� -t-v BA-AT CtZ- 4 4.1YE IQC.. tZEGISrtI�i_D 1.A�lG SUZV�-Yor=� T1-t1S 171_A" IS uoT L,'A,>C.'t7 t)t J A osTEr`vt�t.c v A�CASy. 1(44;rC'L)xAL-=-►J—4 4 -Tt;L- l�F�=� , �i11GWLD APPAU C-A,"-r t 4�r fir: u��cc> rc., ter rec.ktP►J�- 1.o,c' t_t W - SOIL TEST PIT DATA SCHEDULE OF ELEVATIONS LOCUS INFORMATION SYSTEM PROFILE NOT TO SCALE N NOT TO SCALE 149 CURRENT OWNER: RITA M. VAMVAKAS 4` SCH. 40 PVC TEST PIT TP-1 TEST PIT TP-2 TOP OF FOUNDATION 57.08 A EL-A L=7t FT. OLD FALMOUTH ROAD TITLE REFERENCE: DEED BOOK 6398, PAGE 207 S=0.32 GRD. EL. 55.4 GRD. EL. 55.4 4" INVERT AT BUILDING 54.66 B TOP FOUNDATION 6 PLAN REFERENCE: PLAN BOOK 306, PAGE 21 FIRST PIPE LENGTH LOCUS SHGW EL. 43•9 SHGW EL. N A 4" INVERT AT SEPTIC TANK (IN) 54.46 C EL- 56f EXISTING BUILDING FORTO BMIN SET LEVEL oq N ASSESSORS MAP: 171 4" INVERT AT SEP11C TANK (OUT) 54.26 D PARCEL: 120 L_SSCH. 40 PVC ( - " � FILL FILL 4 INVERT AT DIST. BOX (IN) 52.00 E ZONING DISTRICT- RC }, S=0.03 MAIN �� SETBACKS: FRONT 20� LEACHING CHAMBER 28 " " 4 INVERT AT DIST. BOX OUT 51.83 F SIDE 10 _ _ _ _ _ = _ _ _ _ EL. 53.6 22 EL. 53.6 22 (OUT) A A REAR 10' I=g I=D = _ _ = = = = = o = LOAMY SAND LOAMY SAND I-G = _ _ _ _ _ = _ _ _ ELEVATIONS AT LEACHING FACILITY: MINIMUM LOT SIZE: 87120f S.F. 1 OYR 3/2 1 OYR 3/2 :+ I-C I=E I=F H LOCUS M A P EL. 53.3 25" EL. 53.3 25" EXISTING TOTAL LOT AREA: 25,499f S.F. �'� DISTRIBUTION BOX NOT TO SCALE gW gW 4" INV. AT LEACHING CHAMBERS 51.70 G (BRKOUT 52.2) NITROGEN sENsmvE 5.8 SEPARATION LOAMY SAND LOAMY SAND BOTTOM OF LEACHING CHAMBERS 49.70 H ZONE ZONE n SEP71C TANK (W/�NLET TEE) J 10YR 5/8 10YR 5/8 ESTIMATED SEASONAL HIGH GROUNDWATER FEMA FLOOD EST. HIGH GROUNDWATER EL. 52.2 38" EL. 52.2 38" (BOTTOM OF TEST PIT) 43.90 J ZONE DISTRICT. "Cr OVERLAY DISTRICT. WATERSHED OVERLAY MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING .OF,N,gs' sc BRIAN G. yGN 62" 62" / YERGATIAN `, CIVIL Jo 6206 cn p F � e o�F sP C C / GENERAL NOTES. s�� AL Ear COARSE SAND COARSE SAND 841,2.5Y 5/3 2.5Y 5/3 LOT / ` / // � / 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY AS NO G.WATER NO G.WATER �� PART OF THE BUILDING PERMIT APPLICATION PACKAGE. EL. 43.9 _ 138" EL. 43.9 _ 138" / '� / �P / ° C� / 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND BARNSTABLE BOARD y� OF HEALTH REGULATIONS. BRIAN G. YERGATIAN DATE 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING PROFESSIONAL ENGINEER ESTIMATED (NOT OBSERVED) 0 N S I TE S 01 L E VA LU A TI 0 N ,' / o�� FACILITY. SEASONAL HIGH GROUNDWATER LOT 75 / 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. DATE: MARCH 1, 2012 // J \ 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND TESTT RANGE WITNESSED B DON DESMARAIS E TEST BY BSC GROUP, INC. / / � �( S LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL SEWAGE DISPOSAL TEST / / G` � � / LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A PERC. RATE: < 2 MIN./INCH a`� REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE 4 SIEVE. SUCH . # SYSTEM REPAIR UNSUITABLE MATERIALS SOIL EVALUATOR: BRIAN G. YERGATIAN, P.E. / / o�� �� `\ ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: SOIL CLASS: CLASS I(TO BE REMOVED) 52 I 100% MUST PASS #4 SIEVE L.T.A.R.: 0.74 GPD/S.F. \ ar ~ to y % 10% MUST PASS #50 SIEVE ss sg \ / . 0-20% MUST PASS #100 SIEVE 295 PRINCE HINCKLEY ROAD BRIAN YERGATIAN, P.E. WAS CERTIFIED AS A MASSACHUSETTS \ 0-5% MUST PASS #200 SIEVE LICENSED SOIL EVALUATOR ON OCTOBER 24, 2005 J ell �,,, 3y\ '''�. IN 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE VARIANCES REQUESTED �/ T �\ g�9. THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE CENTER`IILLE Q �`� s� SIZE, (LOCATION AND ELEVATION OFj INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, NONE G� °� EDGE of \ BENCHMARK STONE SPIKE IN 15 OAK. PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES MASSACHUSETTS 500 N ELEVATION 56.39 REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. GALLO / CONCRETE LEACHING ��� 7. TH ' CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION (BARNSTABLE COUNTY) V CHAMBER (TYP.) S4 ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED DISTRIBUTION BOX DETAIL (H-2QI ae", .__ WORK WITHOUT ANY INTERUPTIONS IN SERVICE. NOT TO SCALE 55 _.,. INSPECTION _ 8. CONTRACTOR IS REQUIRE® TO .NOTIFY DIGSAFE, PER MASS....-STATUTE CWAPTE~R "82, SE(,TION 40` (888) - -, ,. .. . SITE PLAN PORT ;• 344-7233 A MINIMUM OF 72 HOURS PRIOR TO ,THE START OF CONSTRUCTION. TP-1 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A 1 LOT 74 2 , `' GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). ? -�--REZMdVABLE COVER L 0 T 73 S HDPE RISER / 25,499 t S.F. DI 746 •0• OX •\ 4" F 5" 6r s MARCH 7, 2012 O. S 0 ., .� (6) 5" DIA. EXISTING DWELLING FLOOR PLANS r KNOCKOUTS / F 11' 4 PVC.TEE NOT TO SCALE SCH�140 � / " " EXISTING LEACHING PIT TO al3 WITH 24" I I 12 DIA. COVER / B CLEAN PUMPED, SAND,RUSHED / ;I AND ABANDONED IN #295 PAno F UTIL17Y ENC. " ACCORDANCE WITH TITLE 5 � EXISTING DWEWNG 3 BOTTOM ON LEVEL CLUSTER PORCH KITCHEN BED#1 NO. DATE DESC. f LIVING BH MASTER STABLE BASE L 6" MINIMUM a LN ROOM 3/4" TO 1-1/2" r / EX. SEPTIC TANK TO BE C. �s PUMPED GAS BAFFLE TO BE PORC / GARAGE SECTION VIEW CRUSHED STONE I�-- 24 / �• PLAN VIEW INSTALLED AS REQUIRED / / DINING FAMILY . BED BED NOTE; GARAGE ROOM #3 #2 1. CONTRACTOR SHALL INSTALL A SCH. 40 PVC INLET TEE INSIDE THE DISTRIBUTION BOX. 2. DISTRIBUTION BOX SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 56 ; \\ 4. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL. V // FIRST FLOOR 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. \ �� �,� ��%06kf J4 WI 6. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. \ g`� / �0 \ � CMG A.` DESIGN CALCULATIONS s '� co G / EXISTING 1 .000 GALLON SEPTIC TANK �� 54- DESIGN FLOW PREPARED FOR: � NOT TO SCALE �' 3 BEDROOMS ® 110 GPD/BEDROOM 330 GPD � r RITA VAMVAKAS 330 GALLONS X 200% = 660 GALLONS RAISE AT LEAST ONE EXISTING COVER 500 GALLON CONCRETE LEACHING CHAMBER (H-10) REQUIRED SEPTIC TANK 3l-71 701 z 295 PRINCE HINCKLEY ROAD NOTES' TO WITHIN 6 OF FINISHED GRADE. NOT To SCALE - ` N ERVI LLE, MA 1. THE EXISTING TANK SHALL BE RETROFITTED THE RISER SHALL BE 18" HDPE PIPE. 12-36` COVER 20" ACCESS 330 GPD X 200% = 660 GALLONS WITH INLET AND OUTLET TEES AS NECESSARY FCOVER LOAM AND SEED RE-USE EXISTING 1,000 GALLON SEPTIC TANK TO CONFORM TO THE REQUIREMENTS OF 310 6" CONIC. COVER 5" DIA. KNOCKOUT (TYP.) ALL DISTURBED AREAS CMR 15.228(2). 1-1/2" TAPER SIZE OF REQUIRED LEACHING FACILITY 2. TEES SHALL BE SCHEDULE 40 PVC AND SHALL HDPE RISER BE LOCATED WITHIN 12 INCHES OF TANK WALL 2" LAYER of 1/8 TO ABSC _= 0= O = C]C] =O 0 = _ < 1/2" DOUBLE WASHED DESIGN PERC. RATE: <2 MIN/INCH STONE ABOVE CROWN LONG TERM APPL. RATE: 0.74 GPD/SF 349 Route 28, Unit D =O 0= CIO= =CI =_ = O CI = O of PIPE 330 GPD _ 0.74 GPD/SF = 446 SF CI CI= _� __ 24" CI _ � _ 34` W. Yarmouth,Massachusetts 0 " 'i � ' •�-'%- •:�•:. r. i EFFECTIVE 3/4" TO 1-1/2" SIZE OF LEACHING FACILITY PROVIDED 02673 O O M= _=O O O CI CI DEPTH _ _ = O CI DOUBLE WASHED 10" s CI CI =_ =Cl O Cl STONE TO CROWN 508 778 8919 OF PIPE USE (2) 500 GALLON CONCRETE LEACHING CHAMBERS IN _ _ _ TRENCH CONFIGURATION WITH 4 Fr. STONE ALL AROUND © 2012 BSC Group, Inc. I LOCATE- .00! 8. 6. 12'-lo" USE (2) 500 GALLON CONCRETE CHAMBERS SCALE: 1" = 20' INLET TEE GAS BAFFLE SIDEWALL AREA = 2(25 + 12.83 ) X 2 = 151.3 S.F. .,• UNDER COVER ON OUTLET TEE FRONT VIEW SIDE VIEW BOTTOM AREA = 25' X 12.83' = 320.7 S.F. NOTES: 472 S.F. 0 10 20 40 �r : .. •�.: ••: . • :. - 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 472 S.F. X 0.74 GPD/S.F. = 349 GPD FILE:P-.\prj\4964300\Civil\_Drawings\4964300-SEP.dwg PLAN VIEW 2 CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY GPD PROVIDED > 330 GPD REQUIRED BY SHOREY OR APPROVED EQUAL ** THIS SYSTEM WAS NOT DESIGNED FOR A GARBAGE GRINDER. DWG. NO: 6105-01 CROSS-SECTION VIEW 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. JOB. NO: 4-9643.00 SHEET 1 OF 1